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HomeMy WebLinkAbout6338 Ten Acre CtP I - ) ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV orAbv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA,F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GIL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Doi. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec, Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window CIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D,W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C.. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE FBC 2017 CODE UPDATES & 03/06/18 4.0 1 . T 06/01 / 18 4.1 1. L V I %.J {— IJ V td l_✓ 1 LF- 11 ..A V V 1 1 V V V V V V AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE L7;4 S NVI 1763 INDEX OF DRAWINGS 1 SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 1.2 FIRST FLOOR PLAN SECOND FLOOR PLAN _ 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 4 ELECTRICAL PLAN ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN _-- 6 2 _ _ -_- - _ ____._ __-- --__-- SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS — S4 DETAILS DETAILS S5 S6 DETAILS ST STAIR DETAILS SS - RETROFIT DETAILS-- _------ --- D1 -- SECTIONS & DETAILS D2 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS s PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1,0 j HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work, The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The. Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cue c 0 Jy � Q L c 45 3 � r-0f"r%E1V,E �-- _Z5 ; NOV 2 1 20d" t$ "lip a o W '••SEA Y 4 ' (3) � ry F OEESS� �a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 'r E Q U 0 ci o °c' 0�12y to� t M V J C J LL LL SSS J LL Z = °' d o y o W O 0 W °; m w LO N Z co �Z V N OU Z C) W ❑13 M N N M o o z o N II ^^ M () (D o � -1 ra.J U O w o N eu w J M e elm i z w <c N m o W o U- ai EI Na g0 ,� QN o- p of ?© F CL C? E Q ap < zZ �b a< az L ao �J z Y Nm m� o Z aC:i �w Cl)Z v °oa go a c Im o cD w �o a Q 3 > Lo O ni rn m m 0 co o r Cr r h U I— 4-1 m *-a r (0N d C3? O Ln r' Q r E m F N r-- y l- o Z Z E N ai T a o -J iv v 0 ¢ o JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. C S I 0 r; 0. BATH I o SC ip o r- ❑ 0 M 2 0. 0. BATH BATHROOM 2 KITCHEN VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION U.N.Q. GUIDELINES TO BE FOLLOWED ON PLANS VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD VARIES ROD RODS 16' FOR LINEN CABINETS 12" FOR PANTRY d tt OVERHANGS THAT y TOWEL BAR IN HBRAC24" TOWEL BAR w ON WALL ABOVE TOILET TUB OR SHWR. LL w SINGLE ROD �� EXCEED 12" MAY REQUIRE A SUPPORT KET 36" H BASE TOWEL BAR - / a a FINISHED CABINETS ON BATHROOM WALL SHWR. = O o COUNTER TOP H BASE b o MEDICINE 4 I o, VALVES = _ b CA CABINETS CABINET TOILET io 00 co o SOAP PAPER O °' LL rIN n DISH r HOLDER 4 O n n a 1'-2" o n v O p �' v q 'v �° O 2x Q L a 4 M M zo FRAMING-bN 4 0 17 OJU 1/2" GYP L:,LRo- NCl) iv M BOARDFIN. FLR. FLR.[ X. TE- A BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING 1'-4"X1'-4" "L" SHAPE CMU COLUMN LANAI 8'-8" FLAT CLG. A.F.F. 0 5'-0" 10'4" 9'-8" o CO oo AC PAD TYP. @ d I t I I � 2-STORY S6 I I I O I 35 SH 1 6068 SGD I HB I a! I I r' * I ALT I I I _ AC PAD n -- ! TILE- D I N I N G FLAT CLG. O8'-8" B CARPET- 04 Ar ! N BF,-- d '� ---�- - S6 -�j- TYP. @ - Ir o 2-STORY III I � a ' I � !3-0"- N GREAT RM I I a- 11 " 1 r - -' W r 0 --= 8'4' FLAT CLG. - CARPET I 0 I Q I O - II Y zi m I - R I I 4' FI LAT ' CL M I I u- I W - - I I I 4'-4" 2'-4„ 8'-4 I , t - 3' _ , I 1/2 WALL (3) 2x4 #2 SPF - - -� I W PLUMBING LINE rn - 0 N OR RAILING STUDS W/ (3) � � x TO SECOND PER SPECS 16d NAILS AT __ FLOOR FLOOR G.T. _ _ BASE c _ _ = O OPEN I I I I I II I I I I I BF I I I $ r o � TOiAB 611 14 41 151 161 1 TIL 1i2 _ �- _J - J I _ O 2 # SP FLOOR G.T. cP6' SHEAR WALL S"17�%/ CJ P I EDGE OF SLAB 2" BEYOND WALL W.H.7-3"4'-5"6'-40-(SA): J{II -� Q BUILDER TO PROVIDE -- S4 APPLIANCE PROTECTION - I LEI! HEN REQUIRED PER FBC-- S3 H1 W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE -- I I O oo - co OF WALL TO FLOOR d I I o __ o � TRUSS ABOVE @ 16" O.C. - S6 1 I _ LU U_ I I U)m0� GARAGE E _- - TYP.@ N I I - LL � LU 8'-8" FLAT CLG. A.F.F. 2-STORY 50 ENTRY - W -' _J 0 I­_J J N - rn 8'-8" FLAT CLG Z Lli L _ AFF I I - A S3 I I I I in - I I TYP. @ ,- q I FLOOR G.T. I SINGLE - - - - - - - - - - - - - - - STORY - - - - - - -- = N - I 8"x16" CMU COLUMN j -- - i W/ 6"x12" ABOVE I INTERGRATED INTO K I - HB 10 12"x12" CMU w/ (4) j WALL W/ (2) #5 TYP. S4 #5 VERTICAL I VERTICAL GARAGE q - M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-0"L 4'-8" Lb'11'4' 16070 OVERHEAD DOOR O Fi V-4" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AC� +29.7 I -32.2 © +29.7 / -39.7 �C +28.3 / -30.8 © +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GC SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 181X374 S.H. 14 20X50$ 182X50 S.H. 15 20X63 181X622 S.H. 16 20X72 1821X711 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x373 S.H. 1 H4 27 a X 50 $ 26 x 50 S.H. iH5 274X63 26X621/2 S.H. 11-16 27yX72 26X711/2 S.H. 22 37 4 X 26 36 2' X 25 1/2 S.H. 23 37 4 X 38 s 36 z X 37 3/4 S.H. 24 37 4 X 50 a 36 1 X 50 S.H. 25 37 4 X 63 36 2' X 62 1/2 S. H. 26 374X72 361X711/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 521 X 25 z S.H. 33 54 X 38 3 521 X 37 4 S.H. 34 54 X 50 a 5212 X 50 S.H. 35 54 X 63 521 X 62;' S. H. 36 54 X 72 521 t 2X712 S.H. 39X59 40 X 59 N/A SH. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - B SCALE_ X"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position, 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools p 9 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F,F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c� ca © - C,, C fCr C.D C-4 c`�-ax a' cu �n c% ci w a e•�� �� �� N a,; 'OrESS1() li eMWF�'EPRItlt�t4 io To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W /a �* E 0 co 8 N r ao a Go- zd- cJ w o w k. 90 W O ''.. z iq�Qj°' m 0 d J CO J Z Q [if 0 Cn M � 1/ Z N M O z � � Q -1 o- , Ln M z 0 o 4 -1 LU O w o �NCD -_ Omsk U a LL! J r-- - E r� x� _ U o Q w co o z a ILo E �g < R Q a oLL z® oa U O Ca I- C O O E Nwoo az ¢a az �z L .� CO i_ U m 0 o - v hm aw N F 02 zz ao c R a �* ° O O = w / 0 a; m cCU f6 0 A (� 0 T � r r a. /v 0 V)LO N a-+ m 04 N L0 E � � N t\ o z m Z E (D y U c a E U � Q p 0) JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. ITN CONT. HANDRAIL RETURN TO_ DWALL DETAILSCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10 TREADS w/ 3/4 NOSING 42" KNEE WALL WITH 1 x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. i 16 36" H. CONT. ,' 15 GRASPABLE 14 i RAILING o ,' 13 M I i I ' 12 I I 10„ 42" KNEE I � i I ,' 10 WALL WITH 00 9 1x TREAD I 1 x8 CAP & Z0 - ,�' MIS (TYP.) CASING $ I STORAGE 7 UNDER '6 STAIRS 1 x8 CAP & 'S 2x FRAMED CASING i I/4 WALL 1 x RISERS (TYP.) 2 (3) 2x12 1 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION L SEE PLAN FOR LANDING DEPTH l MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENE LANDING FOI STRINGERS - CONNECT TC IN 2x FRAMED WALL PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING T T FLOOR SYSTEM 3 SIM. W/ (1) MSTAM36 STRAPS @ BASE OWNER'S SUITE 8'-0" FLAT CLG. CARPET i" G.T. 15'-8" BEDROOM 4 8'-0" FLAT CLG. CARPET 0 1/2 WALL OR RAILING PER SPECS 1 V-4" 2668 2668 BF 14n(I RFV 10.1-20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** F- - - - - - - - - - - - - - - - - - - -I ,I I I I I 1 H1 j 61 1 1 al I 11" 11 4068 BF � F,,& fA 1 60" X 36" TB SHOWER iD O M FIBERGLASS SURROUND 1 4-SH TECH CENTER 7-9" 5068 BF j LAU W. 8'-0" FLAT C 9 TILE S-10" 3'-11" I - D. I N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE 15 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ )2 CORNERS 2 T r D2 C O I'riJ SIM, W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. `" (�2 O -HANSON BOX @ 36" A.F.F. J J X N DRYER VENT THRU SIDE WALL -WIRE SHELF 7 @ +54" A.F.F. 3 Y\ r J D2 \ S6 SIM. W/ (1) TYP. MSTAM36 G.T. 5068 f U.N.O. STRAPS @ - - - - BF BASE 1 V-2" 2' " 1 V-6" 3 I D2 BEDROOM 2 ; ^ BEDROOM 3 sm w/ (1) 8-0" FLAT CLG. I 8-0' FLAT CLG. MSTAM36 CARPET I CARPET STRAPS @ I *EGRESS *EGRESS BASE 21 SH 25 SH I H1 9 © 39 22 k f I D2 D1 D1 JAMB STUD OVER 1 H1 ENTRY TO BE I t CONNECTED DOWN I I PER DETAIL 6/D2 I i L------ ------------------------------ J 6-8" 6'-8" 5'-10' 5'-10" 6-4" 18'-8" 0. 25-0" °P o <V O OPENING PRESSURES ENCLOSED - EXPOSURE "C" 6A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 FO +26.6 / -33.5 G 6Nn"k" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 25 2 S.H. 13 20X383 182X374 S.H. 14 20 X 50 8 18 2 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20 X 72 1812 X 71 2 S.H. 1H2 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 s 26 x 37 4 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 27 d X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 112 S.H. 23 37 4 X 38 s 36 2 X 37 3/4 S.H. 24 37'X 50 s 36 2 X 50 S. H. 25 37 4 X 63 36 2 X 62 1/2 S. H. 26 374X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 521 X 25 2 S.H. 33 54 X 38 8 52 2 X 37 4 S.H. 34 54 X 50 s 52 2 X 50 S.H. 35 54 X 63 52 2 X 62' S. H. 36 54 X 72 5212 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge, The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Weider treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails, Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3, R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table 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, Ed. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501 A 7.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building, GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B. O O cam► G , ca X `n laNy G y C, C d =CIDOWN c � c.. o N � �°• U 0P E 3S`O ; \ l�{lil'Et{F@t6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a E 8 o /♦ m 0 N 1 O0 " n 00 N n y r j ttv° (� � N Q C -J LL W t? CQiLLL w Z Co (14 Y W o W U) m w . Q Z 'n coIL N O U o Z J W ❑❑ co 00 z z o Q� M z �-1 a) 04-1 o w = u o o VN � w � U LU E Mfg U o N � � 0 ¢ 0 m ti m � w M �¢ us Z Z ,6E wo _© 8 w� z pa kT X U Go C:;,CD E CN ao ¢o io rZ wZ �y CO - a z¢ i Y Nm mC) �o 0, �w 1,O o U son i'1 LL a � w H w o w� a za �3 c C:)0 E > Ln 0 cD O � r ^ U U) a N � 0 � � N O Cfl S1 o LO 1- Q T hi M w N �; r - o z z E Oco a a U -J� Q c JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 1.2 � t■lut � lutalawltewul RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS —� SCORED STUCCO TYP: N T (V ) r i ) ) ) n ) i ) ) -------------------»� N 25-SH 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 2ND FIN TI T 00 ---------------------------------- — ---- ��� ink TEXTURED CEMENTITIOUS FINISH ON CMU(TYP) f" Zo FIN FLR FRONT ELEVATION — B 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 14.0 2ND _—_ FIN FLR \=� _ _ _ T.O.M. '—TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — B SCALE: 1/4" = V-0" 71: T DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 318" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703A 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 cnr ca -,a LU o� an - v Ll- C L1- d N cc 3 � cu CJ L u m CA a -9 a v OW J s'• e3 \ ���xf 'YOFESS%Oi {��i'ltPt1lltlt`'� �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E 0 a CD co o V or�°c'N� o Z fu tt �, N rn r" r fA M 3 LL. Lu 13 ..ff C -J LL LlJ Z =�0) Y o� �S o WN ,� 0: w 0 r-_ WcoJ m W W11L 0 iNCO O Y Z LO mZ d K N o0 O U ¢ W ❑ ❑ o g z N z o � a - N N z w o O ,,,Ln � c w usa C) Ego� - E z� t • U o � ¢ N o w MZ co h o z a � J li O ¢ zo - �Z za o Z® t- R� QOU 0< C� N a� ao z t w � <o W� tD `n C za 3 m0 00 >Z J3iW U) F o< w Z Z 30 a U <0 a� =w CD Jw w� �F >O Willo co v ` � a 00 �3 0 c O > Lo O V °) rn m C7 O �r o t— � U i— o ' ) v N LO %%­i O � N O Cfl N Ln E m N j o z z N O CU a.0 E J Q p JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 2.1 , , , E c a 12 —�5.0 'OFF RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME FLASHING 12 CJ 25-SH 25-SH 4.0E- — — — — ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 4.0E— r 35-SH —L---------------------------- --- FI 606 eSGO REAR ELEVATION — B CJ SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT CJ 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - - - - - - 10 �__ - �_ - --------------------------- -- -----------ICJ-----------------------------------CJ/WEEP--------------I--------------------------- EXTERIOR PLASTER ON FRAME 12 14.0 ----------- -------------------------------------------------- ------------------------------------------------------------------ Z-O" 1 H3-SH F, - - - - - - - - - - - - - - - -- --- -- ---- TEXTURED CEMENTITIOUS FINISH ON RIGHTCMU (TYP) ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O, • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH`* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the piaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e� 35-SH —L---------------------------- --- FI 606 eSGO REAR ELEVATION — B CJ SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT CJ 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - - - - - - - 10 �__ - �_ - --------------------------- -- -----------ICJ-----------------------------------CJ/WEEP--------------I--------------------------- EXTERIOR PLASTER ON FRAME 12 14.0 ----------- -------------------------------------------------- ------------------------------------------------------------------ Z-O" 1 H3-SH F, - - - - - - - - - - - - - - - -- --- -- ---- TEXTURED CEMENTITIOUS FINISH ON RIGHTCMU (TYP) ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O, • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH`* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the piaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e� c•� C= o, p ,LU L✓ i CJ Q ca cm CD x uy' O m � d G .rr CC �' u • 3 is SO, a o aW G 'A— I �✓ CV . 4: U C � . �'•., E LO 8 1/', �ROFESS%O ``;`. ���/11N111111'��` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �E a 08 v o N w ��'( 00 N b z ik LL M V $SSz -J J 5 W LL LL 55 p "O d Z Y m = U) W N og�� o rn W IL Z rn m - 0 a ZN O U 0 WFEE ❑ ❑ V Mlow Z N Kl o g z W z iz ¢ Q, J d � N — M Z a �V) LU O N ,,, o � .) e�sa f6 �- U) v w r— E L 8 i l- J. �' c Go I ¢ —® o C J� w M M m 01 5- Z z Q LL_ E CD_o E z o oo Z z ze U � ¢cu OU U xZCo. 0 r 0 OU p O Q O tB 04 Qz 0 wz y,,,, = C/) < Z o Y V h m O z � Z CO J O Q W zz Cn Cn �w °o g o Q U I w� E ¢o a �F _ r�= � W = L IIIllllll� o J aQ ;o co v zw IaT� o1Z 3 C O 0 i a) L �1 O A� /4.■V 0 rn m m to O r � r ^ r 07 �— � r n U V1 .0 N LO M .Q c1l O N LO r < r r ai W N o Z E cc a c� � Q o _J JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 2.2 ■ l�llr��■l�l� t<IIII�Wri �■ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?LI. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ,1 EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL —E&A DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN G (1) PHONE LINE, (1) DATA PORT 150A1200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 11 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #S to Range #6 to HVAC MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---. INTERSYSTEM BONDING TERMINATION PER 150=2/0 200=410 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV.03,09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. ----UNAA1____.� I I AC PAD I I DISC. WP I <�/ GFI I GF1 qZ] & I / A jjjrl 11 ALT 11 I I I I I ( AC PAD -Wp DINING f OPT. DI ,j 5-0 LIGHT AS PER SPECS iiu Ij i i d % — I IIl�y01 I I IGFI -- U.C.OUTLET I I LU - E -- Z I DEDICATED FII I 3 !^ I RECEPTACLE FOR SWITCH FOR 0 MICROWAVE RANGE 1.5" VTR I DISPOSAL I - _III 3 VTR -- IGFI - HOOD PER SPECS ( ,III I I II _ X GFI ti 3" VTR �—" o 1 SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" - PENDANT LIGHT PER SPECS GREAT R M I I 0- 1 GF-- _ __-- /% — - I F IGFI BOOR OP N U.C. OUTLET l a 1 1 -- FAN/LIGHT (/ FII I I I I SWITCH FOR OPT. CLG. FAN/ DISPOSAL I , Ell. / LIGHT PRE -WIRE IGFI F -----1 W ZY Z-1" C.M \ 3 -- w- I I I I 1 110 tIGICTEA D I I I I Vr/IFCIII A G ELj I — — GFI @ 44' A.F.F. 1 W.H. ZW P: 'DB GARAGE WP LIGHT AS 0 I IGFI PER SPECS W J GARAGE,/ ' W �IaARAGE II ENTRY DOGR I 1 II------------------------------� I IRRIGATION GFI -------- I @44"A.F.F. I I / I - I I I � I ------------------------------ -------- ---�OACFiZfGRTS--------_-_ OR PREWIRE AS PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS (--------------------I I I I I I I I I I I I I I I I I I I I I r� I I I I I I I I I I I I I I I I I L------------------------------------- I 3" RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN-B SCALE: Y4"=1'-0" N p 0141 �.. U LU 0 ® 1C.,� 00 N C. C. �4 � m � � w 3 a>' C s c m o. a LJ o • GV hl 0 c.t r` 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q v vEE R N U a? CD o 0 co a j � �w LUw o- (� Z -� Lys �o y W ���_ m w Z Lo CD N Z Q J Z N O U L) 4 W ❑❑ M � N M � O z N z o � J C V) N c� z v 0 o t'C5 W U 0 �V) W = U) rn w. fL5 t— w e 1— J E l L U ) ¢ m 0 N O ts, .4 o Mm CO ¢ w ZZZ p � � J 21 E o o Zo a' Z® E a ? ❑ a Up co o 0 E N¢o a� o 0� c- ww • � C < z m o U Z0, - C �o >z �Z cn N a� o< g0 Q 'n �w U ire z� CD¢a aLL _ =� of0 To a x UUU •cY Z < 0 .0 O i }L6 0 It E m 0 L_ r CIDr O ^ r r Lid O CD N r, o U-) r Q 04 r h E m N v; n o Z Z E N ca CL E U Q 0 JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 3 ) I U 4110 o N 1 4:12 SLOPE 4:12 SLOPE w ► _0„ I I I I I I I o y,A T �,Q LOI 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I I I I I I I I I I Z W 5:12 SLOPE LU 0 5:12 SLOPE I I ZONE-3 I I I I ATTIC SPACE i I 1071 SQ. FT. I I I I I �.Q I I W a W CD I N I I Lu �� I 0 5:12 SLOPE I � I W ZONE-1 I n. un,° ATTIC SPACE I N 1 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 *NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: %4'=1'-0" c.o C%A � d ® W O = � L7. C iC fJ N -_ Z x c ti a. _ V) .� N N N O W 4 N � v . W x— CU C;9 r. I�iljtgf�l® O ,aky0y.%JWI t id Cain OWN k"^y� •� i C !� ��. Fl.0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. v E 7 O o 6 v N F 0 10 00 N 0M'Ei a0 N # Y/ U r` J J 4 C w 01 W Ua it a 4 m C °' n > t2 d s � •S ;a�, N N �_ O W � � N Z IL _ a `" J O U Z 0 ,`"af W ❑ ❑ M c�- Z N M � O Z N z o � E3 N C+J V) a Allillmillillift (3)(10 v 4--dN� w U�� 0 w S tlM U) C) w m J E � d U ) N Q 6 OCD N �w co cm z o Z < LL" n3 E zo �o >p Za Q C) oLL t z® o a F— T,o O Q o o E [V az ¢p dz �w C: Y o z G) J F� <z iZ w oa Z go a �w <. oZ >_ C:) w< z°d aF °3 0 cC:) N CC > LO om m ro i n r Cr r n r^ U v, O \ V � O Cfl N o LO ai m N o Z Z :3 O N E m` c c E ui U a. Q p JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN = v w LL, z 2i W 0- CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: 'he reinf. bars shall be ;ont. around corner by cold lending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL - 0 4'-8" SCALE: 3/4" = 1'-0" AC PAD I I ALT I I IT I IAC PAD I I 00 CD M 0 LO o Cl) 0 60 v C) C'7 00 J S6 TYP. @ 2 STORY TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. TYP. @ z ENTRY 0 N beg z Ir �0 0 U) _ 0 0 3'-0"x5'-0"x1'-0"- LL '- Ln W/ #5 @ 8" O.C. E.W. 25'-0" 13'-4" _ 1-4" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. 5-2" 3'-10" 10'-0" T 4" L TYP.` 0 1 o� to 6r_prr • j l ■� �■ I • • • 11 11 1'-4" 1'-8" ----------- - - - - - - ---{ 1p TYP. @J PROVIDE 1-1/2" RECESSI 1�11 HVAC CHASE 2 STORY S6 FOR SGD DOO . REFE III LOCATIOND ON TO MASON'S SCOPE j III I FOR WIDTH I 111 I INDICATES FILLED CELL r 1 1 W/3000 PSI CONC. GROUT I T 1 II II FROM FTR. TO BEAM 1 I W/ 1#5 REBAR_VERT. _ _ C.J. I 1 ABOVE SLAB. TYPICAL Illl @ ALL PLACES SHOWN I I I (HOOKED FTG. DOWELS 17" 'EMBEDMENT W/ 25" - - �I I II�XT. ABOVE SLAB "GRADE 40 I I n I (STEEL" I I Ij j I ■ I 11 III � • - 11 II❑ LLJ I 11 I I I I1 I I I n a LJ 11 Ill J 3%2" MIN)000 PSI CONC. SLAB III I FOR HERNANDO COUNTY ONLY 1 3%Z" MIN. ��00 PSI CONC. SLAB OVER I 1 1 Ln 1 16 MIL VISQQEEN VAPOR BARRIER C.J. 1- II 11 15'-4rr 5r_3 1 21 5" i 2r10rr • I _ w 10'-0" ELEV. _ J I 1FtIN CONC. SLAB L- — ---T-- I 11 I o • - � *-0"x3'-0"x1'-0rr 111 2'-0"x2'-0"x1'-0" I W/ (4) #5 E.W. 1Xi'-5"4W/ (3) #5 E.W. CD10'-7 1/2" ------- - - - - - - - - - - - - - - - - - I 4" P 6'-4" r-- RECESS FOR FRT. I PROVIDE 1/2" x 91) I -4" I I OO _•I *2n - 1'4,4„ 1, C:)�!'TT�l7l \� CV N S3 Ln 6'-4" STE 3 1/2 _ DOWN C I M „ MIN. L _ K 3k U 1 I S3 I 3j_0rr BUILDER TO PROVID w APPLIANCE PROTECTION I p I WHEN REQUIRED PER FBa 1 _J - I 1 to A I 9'-4" 9'-4" --1-- - C.J. - - -�— I N I I I I 2'-6"x2'-6"x1'-0" I I I W/ (3) #5 E.W. I rj (2 # VERTICALS ) L , I W/IN FILLED CELL I I I I q J I S3 1 S3 L— ------ — — — — — — ---—•-------- - • 25'-0" 18'-8" 2'-O" x 2'-O" x V-0" W/ (3) #5's E.W. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 0 J TYP. @ 2 STORY PLUMBING LINE TO SECOND FLOOR - v ;t Lr) 0 C� C•i IT 0 z O TYP. @ Cn SINGLE '- 0 N STORY C7 >- A S3 O 0U) O1 HB q r C7 FOUNDATION PLAN-B SCALE: Y4=1'-0" sell seat am C%4 C : ow i� v cam. o ca. >< C1. �' =CN N s� = c !L 3 3 y CD u c E r o •��,��99S6�tASFrr�p �� 0 f fV ,o�'z , F W 1 ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I• a E 8 V N 0 N c m n J Q jC J LL W N LL � uJ a o' Z ram°' o " i W j M 04 ZLr) 02on m Z d J (� J N Q K O U Z v ti W ❑❑ z z N M O 00 z r= eC � rz � z v U o U- C� U- 0-, O 1,1 (U C U c W J o "'• _ a I S = a-, c-> m N M a I� r~ co co co m 2 o s Z a � c6 E O E wa >N Z® oa U (6 F— 0 0. ° pQ U p �U 0< O E wz Wz N Sa L U ¢ ❑ W W (6 C/ $Z Z 0< U m ° °- Z Qz z N op z 58 � W LL a mw co a� �O ,o = ;n > I.n Om � E 0 r ^ T- C3- Y r LL o N L0 O CO cal N U) r Q ^ T E 04 d z E m a E 0 -j ¢ o C � JOB NO: 22-08306 SCALE : AS NOTED SHEEP' NO. 5 2x BLOCKING J V TYP. U.NO. 00 J LL. V @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING 2 D2 CJ2G CJ4G A TYP. @ LOW ROOF II II '7 II II Ti— :T� II I I I I FL9 4 Li II R A II II (2) II _ - I — I I _F15---- — 2 D2 1 Q1_1) SIM. @ CONNECTIONS J U_ FL9 , 04 W/ USP LS A18 STRAPS (CENTERED) EACH SIDE OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. © • ��. �I111IIlRIMMPMIMIlaI'MI x -2 SINGLE U.N.O. STORY CJ2G CJ 00 .J U- TYP. @ CORNERS 1 D2 J V TYP. U.NO. (2) A 1 S5 SIM. @ CONNECTIONS ENGINEERED CLADDING W NDFPR PRESSURES AND DESIGNOSUUCTIONS FORM AN ROOFOHEIGHT ST 5 ft D RS HPER ASCE 7-16 VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH .XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 38.22 38.22 -60.99 60.99 60.99 -78.58 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O (D I SHINGLE: 7/6' EXP. 1 CY16) orIV32 EXP. 1 (9/16) TILE: 1%2' EXP. 1 (9/16) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS ��i 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 l Od (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x. 120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. I (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F ` l (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. F X CONT LEDGER FLOOR FRAMING PLAN-B SCALE: %4'=V-0" (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS c� cm C� o _ o w -a > W O ev Cn N O O II Q N mtj as w 3 M �.tj mj C a C m o a , c) moo, 011181 t d t dll��r�i '���1�� N�� OWN �v • i. /4-, r 40 �'^f�i'r ry yet f9P ��i)441,A\1�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q C)�i 040 6) Co of n r) 8 9) tor-�� u. M Q LL c"TLL w w Z Fo c a 4 � ma o O W tn��� m J IL Cl)Z ¢ �N 0 O U U O W El E3 C o � z o � v J— f• M Vn 'I W V O 4--1 W O wC) o i/) w U � w � � ~ J � — � s � 14✓ IP 0 c Cf) < ° ®® N rD o w co M m 2 z Wo ¢N Q O z® oa _ X 0 U OU o O O ro CV i a p Qz a S Z wz W w rp U _ z 0 Y U m 0 Z N m Q W Z Cn ¢W o zZ gz W a �W MEN T U � 0 aW O Y O W tI �z(�d d F oU5. .y O 2 u J O 0 �\ cc O r ^ Q � r n r ^ U v J O /1 \/��I +- CO L 1 �•-� O rl*- M .Q N O 04 N L0 r Q ^ r ai m N » I� o z Z E c a E a U ¢ p c JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 6.1 tiV CA CJ3 CJ5 X r n � TYP. U.N.O. J S6 ' v TYP. U.N.O. (X__ ) 2B *' M LO U U U Q=a ------------- I I I I I I I I G TYP. (2) C I U.N.O. O In M I T j U U U .Z.�� TYP. @ HIP I CORNERS -- -- -- -- --- --- --L - -- -- -- EJ7 -- j -- --- - i CJ1 II u II Ij 1D ],-----_----� I 11 _ 113 11 I1...-------------------- —I—I r_j - - - - -----J I 11 11 II 11 V LLJ C-----------J I I Q r i I L-----------a I I I 1 I j 1 R/A AH I 11 cJ L _ ----- _ _ 1 E _ 1 /i,3 ---------_-- 1 1F = // 1I1 11 I 1 G = Ir 11 II u 1H 1 _ 'I U I c�1 _ _ 1 1 I 1 II II EJ511 II II I 1 r G I U U U I j 4 TYP. j S5 U.N.O. I I I I L------------------------------------I CA CJ5 TYP. U.N.O. rN CJ5 CJ3 CJ1 tiVil ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH iXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12 a=oft AREA ROOF 1 2e 2n 2r 3 3e I 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'/s' EXP. 1 (24/6) or1V32" EXP. 1 (3�116) TILE: 15/2' EXP. 1 0y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1 Old H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS_ 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-1 Od x 1 1/2" HHCP2 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 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0R 2 PLY CARRIER f (A)-- INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. cc CM x CONT LEDGER tOw , rAs Amok E e WZ3 LO C? -110) Vl* AkE LLJ ft L-IN 0 El 0 0ex Cch ) ROOF FRAMING PLAN-B SCALE: Y4"=1'-0" SEE SHEET D1 FOR ROOF FRAMING DETAILS c.+a � c? � � w a u rj r^ � L` 6Ti GJ lV C � N f:9 m a y n) 3 � � m d im c� c E ro � a � L O � y�11'�elilillllliFp � I�I��IIIIW■II�� ) 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1­1360 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 exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load - GENERA CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS Sol wool i M Mon N M. 8F441B/1T8F401B/1T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID V O W � � J O #5 BAR CONT, 8F 12-1 B/1 T O V" LINTEL DETAIL SCALE = N.T.S. i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 6 F 16- B/ 1 T Q z Z T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c'I� precasflintels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 .REBAR(1)AT IN. TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° � d #5 REBAR AT TOP ° Q d ° d MIN. (1) REQ'D 1-1/2" CLEAR GROUT J v a d d ° r) m C.M.U. d 5 REBAR AT I = U) ~» w - a O BOTTOM OF a~ cn LINTEL CAVITY o � uJ O OTTOM REINFORCING PROVIDED IN LINTEL = d z ¢ ¢ C7 Z "- O w n Q _' b �r Z4 5 REBAR AT BOTTC 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) � � Cr a v AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL LL O 3'-8" LL LINTEL PLAN-B SCALE: Y4"=1'-O" !V Rri W c �e�914 ^z,mx -. =WC. y \p O a- CO:CV COa)U .N Cc m � 6b CID c '3 �c >.c] o a u do a 0 .c' A _rpe �r ��.1f,1•�. r�.tRllSli 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. CN V N N 0 " _ N NC) C -J w �'�' Ca LL LL a Z y ro O O O W (n °' m e, x Z cc 04 C7 Z K N J Z OU o U f W ❑ ❑ Z N M O 'O z z o Q M V) v U 0 'N v] uj O L. o V) i uss � � m U Im Fw V'!�IYil;li'�l' o m -® N mco CDw co Z CD O Q =o g' wz Z `N O® a iE V o I- g x� it F 00 o �o O O� Z) N "' ZI az o ¢❑ wz ¢ H L r./) C Y U .0 m2 o Z Z _ J Zvn 'm ° Qw iN � ai ¢ o Z z go d U �p oz F� o Q =3 CD c ;o a 2 O cl z¢ QT0 3 C O 0 i 0 'L O 0 co O r C T /) cYi m �- 4-1 Ul) N CD O L0 C O Z E O N CU C a c0 Q o JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER CCA-C WILL NO LONGER ARSENATE ER BE PRODUCED FOR RESIDENTIAL OR GENERAL N G CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3,1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5, GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Y 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 THEBOTTOM EDGE OF THE GLASS I 25 FEET 7620 MM OR MORE ABOVE GRADE A ROOF WALKING S S ( ) SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (4571 FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1, 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 C271 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 THECOMMENCEMENT OF CONSTRUCTION. C 0 1. 3.3. I T E SIGNED AND SEALED BY A OP DRAWINGS ARE H ALL ROOF AND FLOOR TRUSS S R 0 B S G FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2, LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.16. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2 3.2. DESIGNED T WITHSTAND A ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIG 0 S HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4. 1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2, CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3, GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4. 5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461 HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: : 8d = 0.131" 10d = 0.148" 12d = 0.148" 1 d = 0.162". 0 6 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, 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 BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-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 buildingg department by licensed before occupancy be issued. a pest control company a certificate of will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +1- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-1 OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 00 V ® � r•'•• ra.. t C-4 CO � w L) ex � 5, 5! sta ,a�. T ,% )rat: h- w VY �Al,� �je��ee a,l• < L) e >,,,�pF.FfdIIIit'll, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IN o�o M a A N N N cc d1 t Q # (n 04 C) LL a3 , ®19 -j LL a J W �, 4 Z o o p tEN C)W C/5 m Z < J O V U O W 0 M N M o � N cl- E3N tn /, ` •� o C (D LL Cn a V) o N w F--- J E mJw.......... 4J ) 0 m N III r-- o w M M -9 � Z Z < � ® wo �= Uj z >� Q� Z © ❑n C6 �0 UO f C XU � < VV 0 o E N "p <o < aZ `s L r0 C o 0 Y m 0 LL Zr _ J �m ¢- <W �z cn Cu 9 3: 0� oq� Z go u mF w a� o ` =3 >° zja < z 0U 0 G O Ln O cc m CJ 10 r Cr � o N m LO 0 M N o CD m m 0 z E Q a co cc a E 0 _ ¢ o JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II 111 i�::::::1I:I..::... ................. l l Imo.:• . t. i.... I I :...F:....... :: I I _. f. J.... 1.1.......... .................. �......... —.. �.1...... ...I....J-1..... I ............ ::: 1.1.........:::::....I.I.... 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN...........1.1....... I ....... J 1.... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) -OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L HOME H C G GARAGE SIDE 0 0 0 6-0" CD LO STUB -OUT FOR GAS METER 0 o N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI ®Joist Backer Block Thickness Filler Block Thickness Series 3i4" or 7!el 5000s 1.8l1.7 wood panels Two 3/4" wood panels or 2 x _ P 1-1/8"or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x FILL CELL w CONT. #5 > STD. 900 HOOK BAR STD. 900 HOOK BOND BEAM I, SIMPSON MGT II w/ (22)10d NAILS TYP. GIRDER TRUSS CONS'. #5 BAR 2X TOP PLATE #5 CONY, THRU FROM BOLT FOUNDATION TO HtGHST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" max } Small gap 2" min. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit ------------- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails Zx4/Plywood/OSB we stiffener 2'" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. -- -- --- - -- ---- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) l Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" N Od1 nails at 6" o.c. Q1"/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG, WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End 1 Intermediate BC15000s® 9-1/2"_ 11-70' 2-8d 2-8d I 2-8d I 3-8d 14" — - BCI 6000s® BCI 6500s®_ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d -- BCI60s® 11-7%8" 2-8d 3 8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s0 11-718" 3-16d 3-16d 14" 5-16d 5-16d__ 16" 6-16d l 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer y �--Plumbing when load bearing - for lateral support when joists '' l►� meet over wall, or wall stacks directly over wall or J 1 beam below L&13/4" d bearing wall must stack over ing and wall or beam below.* — — — Joist n joists meet over wall, provide minimum bearing for each. ]-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD 6, A 1%" ROUND HOLE MAY 6 6r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" k <� "'F. � ��•�' � r 7£�y ,� ¢ �'?r Y - ' £ "�r�� .gTei^ S �.�s:'.�J�w «,ka�' •""�'"'''-+..�;`�u- d.�.�.�`��z���,.�*i��+.��..u.�s,„"^�,»'5�,,.���1 �: `�`- 3�3a-. .x`> �' 3`x a $s,�i 4- _._ x��?`e.~���r��.e�T'`, . '. �-�- t '� e"ei� fit- � �� •�.(,�b:';�f•.�.�.wa��� � �- � ``k�i �" '��' '°Z�i �X• 3 S€>���. � �' ��'��;a�s�'. --F ��'�'.i���">n�.' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" 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 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger I.0 SIMPS( w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min,) III®i I I�I I I�I I I Nail with 10-10d nails. =1 1=1 I 1=T=(I 1- TIC- Install tight to top flange. e SLEEVE THRU STEM ° SEE PLAN FOR AS ° . • . ° FOUNDATION INFO 4' ° d' STEM FOUNDATION r— GRADE _ oe,Krc ece n, AM \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o `depth I 'LAIC (2) #5 REBAR CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. o — LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION a .d0. d d: c ' Ii!—III PLUMBING LINE PVC OR SCH40 SLEEVE a '--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE Q /L • a.d d SEE FND. PLN. SIZE & REINF, PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d a � I —III —III: 1=111 =T= d Q . d I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. 0 cr rm e� C=) C) C Ll. C1 y CV �^ 'I © CC d cc- d sa ._: u W y" cca } E. y fS � E Cc o a L3 '. o ��'101##lilii �)Ip/t 0 N � CV JF' YO S104 FF E+S ,�+�"s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N �, W v g 4 o n 0 o d M 2S LL Q J LL 2 LL W LL 5 J Q. _ - - 1i Y 11 Z Co C n yN CO z r" (0 N CO O W Y, 63 m W a-.., Z oo c� Z 5Cl) �O LL N Q a U Z Z N M o g N z iz � Q J M to b 92 v�� 0 W o Ln L I— � v 6 l� ... 8LU 0 N 401 � o cD w co co z z < u- O E V zo -~ zo za oa o o¢ Up U �� N @ ¢a ¢ o Xw Wm L •� := 0 o U3 Y �o O � � —� z ¢" aw �z >� sZ > o� Z go a U w <o 3- - _(91 =� o ;o ¢ zld 0 3 0 c Q > Ln O rn co m 0 \) \Y co O .-� T Cr a. o N m I.n � 0 � C4 N � T N Q T ai E N o z z N E O U c U c a_ � Q p � JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. SIN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES / INSU 5/8"OR 1/2" HIGH STRENGTH --- "-TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ „ —� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %"GYP. TYPE "X" @ BLOCKING 12�' O.C. w/ (2) 12d TOE NAILS 5/8 OR 1/2 HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /' GYP. TYPE "X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2"x S P F (OR EC�UAL) STUDS @ 16" O C U N O 2"x S P F (OR EQUAL) STUDS @ 16" O C 2x BLOCKING HORIZONTALLY@ (12)10d NAILS SIMPSON 01-2 w/ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL Zx BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" IHOR 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN. @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ (MIN.) z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 1 3/8" MORTAR BETWEEN EDGES AND 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK @ "SIMILAR AT FOUNDATION HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T TRUSS (SEE UPLIFT SCHED,) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1 A r r::3 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIMETAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ELEV. 0'4' (ALT: 1/2"x12"TITENHD@ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE MOISTURE BARRIER O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL P °A.F.F. 21, x 6 W1.4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO _ a @ 24" O.C.) BE IN ACCORDANCE w/ ASTM -III=III={=I V° . ° ' I �I �I I �I I 4 WWF OR FIBERMESH WWF OR FIBERMESH c z �31/2 MIN. �31/2 MIN. =1 I I —III —III I I I —I I �I I �I 1' �' " ^ ELEV.4-3 1/2" r --- D7158-CLASS G or H, or ASTM I I=I l I=I I ��' D3161-CLASS F, IN ''-I I I I III-� ° - 1 - - r i= - - I_ - - I ACCORDANCE w/ TABLE = I=III=III—I I —I I I I �I R 05.2.6.1,FLORIDABUILDING II�II�II II�t=III-ITI I��II II IIr CODE 7TH EDITION (2020) 8„ -I I11 III -I I) II II II I II II i RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIES0jL SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 518" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O.•2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 0) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � 1 00 co 6 MIL VAPOR 1 i BARRIER I a p COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z M � •�I= , A • t•TIT —I t •.� .. I I 1 i SEE A/S3 OR J/S6 - i 1 1 I r I T� FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS } SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. C, n `z- A.F. F. O - n 2x4 CONT. a U- _ _ o p, - = - ° I I I=tLt-t I I-T 211 min.)- 11 d III III_ r- 211(m•n.)_ " iA� d a Q Rr _ p I — 11—TI 1=T 00 — T D G I —;-I �^ , GARAGE DEPTH VARIES 31/2"(min. - 4" =T- 3 1/2"(min.) - 4" =T=t 11 t J-�_I =1Tl _ 11- =1 I I I I f=Jr11 t I I 1 TI 111'" =1 11=1 I I I I I ITI=T11=1 I� I i rli�=1 =frf (2) #5 CONT. 4„ ' i I-T11-- i -I, I i 8T (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C C rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 1611 Q.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. c10 e� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ' �NNos LOAD BEARING OR INSULATION PER FBC AND ENERGYGCN(�N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1"x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c., LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR x 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) BOLT INFO. 5/8"x6" "J" BOLTS BOLT W S PLATE WASHER TYPICAL PLATE 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)10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM w/ (10)10d NAILS - iv 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE �,P ASSUMED FINISHED GRADE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR X Uju #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° - [GRADE 60 MIN F = 60ksi] 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH C13 E z M I I -FINISH GRAD E °O :E 2y . .MONO OR STEMWALL - - WFOOTING MONO SHOWN _ ��Uj il FOR CLARITY _ 6 MIL VAPOR BARRIER I_I . 1Tf( r R 17/8" _ III--=IIIIII—=_I rI -�II. 1I—=IT I1 I If c' #5 REINFORCING BAR _1 I� III=III 1TLf I I= I #5 LAP SPLICE 1_TI=1T_I- I I_TI—I I i �I_-I ; � .• � �_ I —ITl NOTE: y c -=—III N t( c °. I I —•I 11=1 I J= *FOR BEARING WALL - I I I =i COMP. SOIL. (COMPACTED TO _ W/ UPLIFT ONLY - _ -_ 95% MODIFIED PROCTOR ASTM��1II I I= I I-IIIj=��Ii 1 _I -ill i_�= III D1557) 11 I—�(� � 111 I,_;.,.I I :1 N II I I I I ITiiU �^ - - -i " 4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 " GRADE 00 — _ a — _ —I _ I = III—t I I —III 11E,I—I ' -(1) #5 REBAR w/ OPT. i_I i 1=1Tr1 11= 11= 11=1 i 1= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � Cl) }— 1-4ri1=1 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 01, 0 CONT. BEAD SEALANT _^ a INTERIOR 4. a `T CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 1 E --I F11 co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3l4"=V-0" S3 ( ) �,,, —, 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10.1 (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HC10K #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S�3 SEE PLAN VARIES 1 1 RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN G. S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �r; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN e TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL .E LI, rT tTI Iril I I 41 1 II t BEAM SIZE & CONNECTION INFO a a� M 2x4 #2 SYP P.T. FRAMING w/ TT( MIN 7/16" O.S.B. SHEATHING ,J7-1 SEE A/S3/J/S6 �T 1— - 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING zIL > L „� U) 1/2" GYPSUM WALLBOARD U.N.O. W/ DEXT R SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 `I r WWF OR FIBERMESH �, FOR COLUMN TO BEAM ATTACHMENTS w ¢ > o TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 8" MASONRY WALL CONT. FOOTING STEEL END -. LL CELLS TO FOUNDATION ON PAD _� d MAT REINFORCING. r ' z LU c� = a- w p o z GRADE c !' =1" =I I' -=!LU -' • _III [: ;w :_ I - z _; • r • �• - I, a ■ i I COMMUNITY SPECS 1 1 I _ -e ; iLU -'--FOOTING TAPEREDBEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE 4 � ; o a rr.. IV a z,. a %Iz. qti 00W ��� ,111,'' O \.ems\ •� W �f�dv 3i;astill%W To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. dw f go , W a gr E N O a O LoN s, O C? °) U) tntiti� C-,O al C M V LL LL .11 a @�" w o eaa Z IL Y ca C L N V _ Y o 0 ��_ o Wof t cR�°�'O' m r Z M Z n Z O U U O W ❑ ❑ N °] o� z z -o Q N M � z L Cn au � a � U w o c w zr;LU = E 8 v o N V U) IN 0 14to, O w M co y ¢ a 2 E wo o O >� Q N Q E° whoa ,@ t - O E M X O oa a p 00 0� d Z CV w o Q it L O Y U N E m2 o ow 2 WU m a Q W Mtn 2 N F o¢ 2 go �2 C.) LL �� ¢a C:) C �w -o oI zl¢ U 0 c O = i Lo N I.l� O N ns 0 O c r Q Cl� o N m LO +- � O � N O C�4 o LO r Q ^ T N o Z t0 Z O E to E c EL U Q -� JOB NO : 22-0830b SCALE : AS NOTED SHEET NO. S3 (MONO) 12 \TYP) SEE ELEV. SIMPSON SP2 w/ (12)1Old NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLTONEA EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C,OR4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 54 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE ( 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD? V 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ _q= STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN —OUT A WALL SCALE: N.T.S. 14 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD GJ'(} SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a a e a d Q G d 0 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION Ul= NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (J3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J Uj > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. 01, GARAGE DOOR---_ 501 GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d 8 a n a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- SFF �o� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR uvvn a v-+vn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. �p �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) v O/C FIELD r r " 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA, TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL— W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL �y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. VI P SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL J Q u TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) °o ° • HTT4 w/ (18) 10d NAILS (3610# SPF) °o ° • HTT5 w/ (26) 10d NAILS (4670# SPF) °o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SIDS (5645# SPF) • HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R, EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 4)16d TOENAILS %� • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO OP PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL s TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: NTS c+ F= 2240 LBS SIMPSON Q G P.T. ATE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF 48„S� ICE STAGGERED SIMPSON SP4 SP2 SIMPSON IT SIMPSON SP1 SIMPSON--- SP4 10t ST 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 TE SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" Q.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " C, 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O,C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING O C -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING _15�9 N N o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- I5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN, (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. C 9 00 N W 0 a ® C�4 �- COu .. ,_ u- N �a o y eu O J Q r N J d B a< � � U ctta��83111i111/1/ 0 ®' •C fd 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 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a 'I E 8 o 0 0 �Mo a at - - N 7 Z io c , 2-o 8 y W W o M @ r- og��, W Z U m N M Z Q Z J o0 <o ❑ ❑ z N M o a z o � � � N a E3 N N M z c� 4-, ttj 6,.r 0 N � w �:z ,:� i,3•a U c LU F^ J = =� .- U ) N ¢ ° N I� o M z o w z z U_ c6 o Nz. o O >� Q N Za 00 ro O E Xo Ea z S, a Z CN o � wz .� M (n _ C/; a ¢ I. �� m o �, aw vA 3 2 3 a� �� z z ag a fl.. < g ao01 rnw 2 o CD Qa =3 }o v �w za °3 0 CD = E 710 Crn N. E m c� (0 O r VU) U vJ o m N �+ a- a O � Cfl N p 0) Q O Ln T T N m T C r N o z z ECn f0 IL E 0 ¢ p r_ JOB NO : 22-08306 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN, FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" C1.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO8 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8 0 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR ENS d TOE NAILS @ EA. .' BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD 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 SHEATHING ATTACHED 10dX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O:C. FIELD INTO 2"4" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� . �\ N LS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED -- THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO i I MOISTURE BARRIER SIMPSON META12 w! (7)10dx1 1!2" NAILS AT 6' -0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)114"x3"SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 1,, S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O,C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r X-BRACING, AND TOP r "' CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2 1/ " (2) 16d NAILS WOOD TRUSSES 50 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 i 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 4i� 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW „ (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D - 0.207 , L = 41/2') OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/(2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. e� CROSS BRACING DETAIL I L_ INMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. CONT. BEARING 12" ISH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON 5P2 w/ (12) 10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCJ SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR X�:CONNECTION 2x4 "T" ON TOP OF PANEL) LL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C �nrnnn Tyr rco�e 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ . 11-,^ -BRACING w/ (3)10d EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 61M145UN SI'Z W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING V 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, N\ � C3 w 0 o a O w 9 zUJI 9 m o Q ­11 O Q w ---- 9 o � CDQ X ---- o X ---- w NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 00 o ran W a �� � -• V7 C'S f0 , d, d 5; '5". d3:' V�' = m =f= _ a CFL U Via. ��o�q•— �0$`S!f)'��tl��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W fY E 0 O M U a O o v �'NCo M V 4k u U_ W a Z 6 .?,4 NO W �20,rn m Z N O Q J N s o v ° ¢� W El El z N M 0 0 z o Q N c� V) �o U o c6 w " u o—� „ _, g N �N LU s z = U ) ° M14 N 0 ftd w M co Z o S z !? E E o� = g� 00 z QN Z® F� ro — x0 Wo 00 0 O E Q) z ¢O az L y ro 3 _ Y 0 m� 0 0, Z F J .2 Qz �z MENoag0 c1. �� <m I' ow V ¢ 0 <0 k ti— oLLr3 U' �O w¢ V' ¢Tov zla 3 O O i Lo OCo N m f0CU C7 ^' i co O r �N/� +, m L / 0 r1*1 00 N O O O o LO CU � r z z E O ro' a U Q p JOB NO : 22-08306 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 TO BE IN ACCORDANCE w/ R903,2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSH1- ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING /� 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A _j w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO w LU 16" O.C. 2X S.P.F. STUDS o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. FLOOR SYSTEM ETAL SEAT ER PI 0 OR FELT \LAN PAPER FOR Iq MOISTURE JBARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" ° GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK, W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4. _, .— ° Na a ' 1=1 I I— —jI 11 11= M ' i I—III=1 11=11 Ij 6x6 W1.4xW1.4LII� 1tWWF OR FIBERMESH� III=11—�),II- II III ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co LU 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL °- o- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE I I I I —I I I�`I I I'I I \--STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUC 2nd FLOOR � BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- — BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. TOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED E S6 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS I . °P SEE FRAMING WEEP SCREED i t C)'- . PLAN ' , ' INSTALLED PER MANUF. r-- g r ' . 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" I I NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1ST 2'-0" OF I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON (B) W/ 8d @ 4" O.C., 2 ROWS STAGGERED �— 15/32" OSB I I� EXPOSURE 1 I _x If SHEATHING 11 2X4 RIBBONS, EACH W/4-16d PROVIDE x NAILS INTO EA. FLOOR TRUSS BLOCKING AS T IREQUIRED PERD II WEEP SCREED T NOT FUL X-X IF INSTALLED PER. MANUF. o HEIGHT SHEET c II II SIMPSON HETA20 w/ (8) 10dx1 1/2" z II II NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK G FLOOR SYST M FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE b ° q T_I�.I III 1= e • */ SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1 A WWF OR FIBERMESH T IIICO III, „II I I ITT I II I I i I i I I I ICI (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND I T _TII —15132" OSB F EXPO EXPOSUREI �- SHEATHING Lu IIII II I SOLID 2x III III II II II I � ALL C SHEATHING a EDGES(SEE III OPENING SECTION X-X III G III x II II �w II II(� x E _ 2x STUDS w III I III II II II BEYOND. W SEE PLAN o IIII I I II IIII II II I I O II I—LII.ILJ_-1—II WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM:/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". CO ® NAIL AT BASE 2 ROWS @ 4' O.C. w/ 8d COMMON NAIL c0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.0 w/ 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER w! (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. L¢ U)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J O x n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O JQ z�00rn J w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u~) O0 '2'LJL R LLL @(2) 8d NAILS 3" O.C. TO EACH TRUSS END OR VERTICAL @ GABLE 111 w p MEMBER IF END _0 1 NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8", BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING ( S 3/4" S 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTIfAI. RL()f.KINC; SECTION X-X T� S1c� 144/4101P, 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) O,o NFR� C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / 2x BLOCKING HORIZONThLy @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH C �• '' ° �.'q a �' ri ° C . ° M I a ° e ,di HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6' WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 97-16' (3) (3) (2) (3) 1 (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO —2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 - APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS - AT EA. STUD - 2X P.T. PLATE - WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I I O Z � (3) # 5 REBAR ON 3" CHAIR J 14 1 -8 I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 C`r8 C LU C=) 0 ._ co ca :-Ci CV 3 a? to .CJ = 3 � i� CD C �.E o cy u v. e7*o ga � r 4 Q 3 ' 0F�'� c� �/ 'YOFE 8•S10 - L\� "WallN' Iao%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 Engineer's signature and seal. W F r Q o 0 O N U I o N O' CO a,) - N ao n M i� ♦/ U) 9 ,n (j) F- r` � m 00 4h L LLi W Wa /I1n� Z0 JLLI 2 W .1E :2 C? W IL 0 �y�a'rn m J S Z Ln (`') Z Q N Z o U 0 as a; W El ❑ z N c> O z � z o Q v J r Ln M z o u- 4-1 � F U C) �LOV) UJ oN"a c rz ow • ®D U o W 0 N � o z M 0 o z Q E E oo zo ary zp ❑a co ¢� UK I— — O XU a¢ 00 0< 0 o �z o az �W C6 C/) z ¢ '0 0 - a�i J No aw m U) ~ o � a 0 z0 C)_ U� w �w _ 0 o CO wa >° a r 00 0 O > LO m cco m 0 (o O T T Q^ T Cr Y T_n W m I... a..+ LO `•-� +-' r1*_ N C) N LO ui w 7 N o Z ca z E O y t1 E4io U J w Q ❑ c J JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. S6 (MONO) Cm x w I i' m coo E rr a V) 00 N 0 CO 00 O I N 0 -d� Q / N 0 d- E ca E 0 `v C U co LZ E2 U 0 C U i U .0 O U_ i m Z i v J tZ N N r` 0 O N 0 0 0 ¢ m v a� v SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS, REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER 1 6' 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 112" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) 7� NAILED TO STRINGER \ 2x12 TREAD GLUED AND NAILED i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" V Vr%LL ALIGN THIS STUD WITH FACE OF 2ND RISER i 3YP CUT TO FIT %RS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP f 9,4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 wl / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" \ NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —314" RISER CUT TO FIT _STRINGER MAINTAIN BETWEEN 4' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS i 4-2x4 BLOCKING FOR 2x12 cr, I I —2x4 PT UNDER 2x12 I 1 ROVIDE MOISTURE I \ PROTECTION LAACH ALL COMPONENTS / STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/a' X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / G.1 / TOP OF ' / \ STRINGER 1x4 GLUED AND NAILED TO STRINGER TREAD �� 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER `x \ 20 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4' NGER GLUED NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS .V �J 2x4 SYP''BLOCKING �ZAZ FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) \ lJW A `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4'/GLUED AND NAILED TO STRINGER \ .KOR DRYWALL SPACING H SE SECTION VIEW "E" SCALE: 1" = 1'-0" CTION VIEW SCALE: ' = 1'4' -3/4 PLYWC ON DECK 2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2X4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- \ PER CONTRACT / V 1 (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 1"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = 1'-0" PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING L POST LET INTO ,LOCK IDE <ING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = T-0" JOINT -TO ) I STS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H // 2X STRINAR 2X BILOCKING PSON MTS' 2 w/ 1 10d x 1 1/2" AILS I 3 OR 2X BLOCKING 3F�D RISLW / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" eon c+� C ; CM - d� �! W C3 E _ r" o aL c ea : ca � -- m �c 72 N Z3_ N -� 3 d � . c.i • 3 ca T �. sy cs N%0 i1011tEtAd WA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 00 W E 1` O N OU N O 0 C co � 0 w r to J yl M ut Q C J U_ W W J W W �- Z mC� 0 `Ls W m co O 4Uf' Z N Cl)z Q F 0 Z O V U 0 IN ❑❑ amillilillim CD L z N Cl) o� O Q � ¢N Q d N M � z Q) U o a--r cas U —� O U Lu J ' �— E �' Lbw — � I I,. `� �S`' _ s U o (0®® Q o N vl o m J w Mz o z Z< < U a E Q O E V ao sLL <� z© oa tco CL O E Xg o¢ a �° a Z Na z o wo❑ 'J L q Z, cy _ L ¢ O mo o, Zr C, s? j o w z Z a -Z U a o Q0 tiER O ¢F }O cfl V' ol¢T�3 a x C C O i >Ul) C "It a� m O T_ r �� a fT T_ U) .Y o m N LO M � CD T— CN Q T— ai w N d Z Z 7 N O C d U 0 Q p C a) JOB NO : 22-08306 SCALE: AS NOTED SHEET NO. ST 1 _ 1 1 I I 1:1 i FI III I 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( DOOR JAMB ® UNACCEPTABLE INSTALLTION ♦♦ (REFER TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. M 8" PROPER INSTALLATION ♦® DO NOT DO THIS ♦® 2"x BOT. PLATE W/ (2) 10d @ 6" o.c. tx4 APPROVAL FOR CONN. ;, , , APPROVAL FOR CONN.!' , ' '/ ; 1X 4 1x41x4 ®♦ (TYP,) ♦ #5 REBAR TYP,i 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO P.T. i 3/16"� X 3" LONGi FURRING FURRING LONG X 3/16"�/'.� FURRING (2) ROWS 3/16 x 3-1/2 ' #5 REBAR ®♦ ®® ♦ ♦ @ 10MOM0NFIELD3-1/4" ,'' 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCON 16 O.C. & 4 (TYP,) ♦ ♦ 6" 0CEIDGES AN TAPCON. INTO @ 2X8 STAGGERED @ 16" ♦♦ ®♦ < 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL - PER MANUFACTURE MASONRY THROUGH „ -1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL ♦♦ #sT�. 90° HOOK (TYP.) STD. 90 ♦ ♦ ®♦® ' - 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1 x4 P.T. & i x8 P.T. STAGGERED @ 12" O.C. BOTH OCEILDLS HOOK (TYP.) ®®♦ FACE NAILS 10d @TRUSS VERT. WEB ( TAP x 3 -@ 1 DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 j,'/�" ! ,�'� • / NOTE: DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %'/ !j 2x8 P.T. w/ (2) ROWS 3/16" ♦ ♦ ®♦ LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT , APPROVAL FOR CONN. / / % � ,% x 3-1/2" TAPCON @ 16' 1x4 ' ®® 1111, JOIST TYPICAL 2 ROWS 3/16 x 3-1/2 �ij O ; ; ,= , % O.C. & 4 FROM EACH FURRING ® ®® • ��%;;, TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ ♦ ♦ +2„ NOTCHIV�B @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ 2x8 P.T. ATTACH SECOND PLY w/ ® ♦ ♦♦ - w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦® ♦♦® INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL NOTCH WEB AT THE ®®® C TITEN INTO K.O. BLOCK +5^ FIRST 2 COURSES ♦♦®+ ®®®® BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PP FOUNDATIONFILLED AN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL Ist4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT tt 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2"SDS SEE NOTE 1 BELOW 70, 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK / SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL 4 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE (4) ALUM DRIP EDGE BRACE(S) 2)x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I i ALUM FASCIA BRG WALL TYPE —1--- FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. ( PER PLAN I I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° " a•• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. ° OVERRAN CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. FASTENED PER I NOTE 2 BELOW—L CONT VENTED OR SOLID SOFFIT ;.. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW, SCREW ANCHORgoz— () 10d NAILS THRU OSB INTO 2 x PROVIDE TAPCON WITHIN ARCH FACES W48 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'/2" WOOD ) () NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. -- -- --- 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. SCALE: N.T.S. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11_ Q1' 51- Q1" SS JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND WISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4 x 31/4 TAPCON (1 1/4' MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ B-B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ° ° /4" MAX 2-0 8r, STRUCTURAL SOFFIT • #5 BAR ° p ° 10 • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () S F0oil p 9 ° . 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS p ° `b IN TOP o 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i > : ' KNOCKOUT / CAI 8d NAILS @ 8" O.C. AT BUCK i THE SOFFIT FL PA INSTALLATION CRITERIA ,a A ° CHAIR BLOCK PROVIDE 2 x 8 DIAG, BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA, SIDE BUCK-(1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY SIZE AND REINF. PER PLAN - - AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ CLEAN FILL 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � 2 X 4 #2 SYP SCAB TO SIDE OF DIRT • � z T TO BE INSTALLED 4'-0" MAX SEE PLAN � .� TRUSS AS SHOWN FOR O.H. UP TO 2-6 2xO� ° STANDARD BUILT UP PLWD. BUCK- � *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Ryq ° � o N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FNO (2) 10d NAILS 8" O.C. Th _ p 90° HOOK #5 BAR IN I� TO FIT ARCH CONNECT W! START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD + + TO TRUSS TOP CHORD FILLED CELL I I I • �' +' °' °- ' ' ' 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. „ SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + \ : \.,I�\ , N , \ ., \ _ \., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING L" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + PER INSTALLATION DETAILS B-B ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ENTRY L + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3l4" =1'-0" SS TRUSS + + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . e s SCALE: 3/4" = 1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONNECTOR °'®' CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT J DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL I. A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL % SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'4") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = 1'-0" SS o) (EVERY OTHER g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP t+- t' I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , p L-) SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL "� '` •' ° x , ° LU v A REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. — — — — — c I �1=) I �T) I TTI-IT� T T FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO I— I=TI=I I j=�T-- — — — - I II I 5/8 DIA. ALL THREAD ROD I— g #5 EMB DDED INTO x6 E 0 PRESS PANEL REINFORCING INTO PLACE. -- <` 6 MIN. LAP SPLICE W/ —I — — III EPDXIED w/ SIMPSON SET „ � z EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ..ia:.`:'':r: REINFORCING PANEL ° — — EPDXY MIN. 6 EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. u—ITI—T I� 3 MIN. EDGE DISTANCE DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT , �T( GRADE �. I I r SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.1 ° .Q REMAIN FREE OF MORTAR. NOTE: °' z_ \ '' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" Go spa 0 t� c.) > t CD o . amp c u- a.. •N d Q cu 3 " Q ++. l45 45 •� e�� d lu C t:] 5 C, U f9ff,�� ���`��;�1V�8t9lEd <l F lioN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ° W E a o m S o y N C N r dkl� j O ,W N O it LL ycmv Q J L W I+g CO LL LL 0. 2 13 � 'gg,4 — o a Z LgO - @r 4A it I =5C� p W �' Warno mJ Z N M Z r LL < Z O U 1'_ ;u W ❑ ❑ v M � N M Q n M /r G �J o (Dra �2 t O —� L�, o L) N �ru m = i0 E Iy. c� ) Q e N I� ti O CO w z o Z z (y, E Q 65 Z O Q O �z > N �o Q N Z ❑a V U U K O C, C:)<o a p a ¢ a 2 �J L o U gm ro 0 Z C', J 'z N U) � � Q F '0 n zz a �w E az a ¢ =� C� r O O C o. a o, ZI6 U y O > Lo I..V o CU C) � r T 0- Y � m LO CO N O O o Ln iti m fV o Z z :3 ri E O cn CU E 6d U .j Q p JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. SIS i CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE , . CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. — -WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE — CV PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX 2X4 COf T&BCF WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED —W/ (1) #5 EACH STEP 2 '�''� • w A " -- - -I 4 �" A z N PORCH SLAB ISEE FOUNDATION PLAN w - Z (2) #5's CONT. T&B 1-1 w/ #3 STIRRUPS AT CN z r _ 4'-0" WHEN DEPTH -- • LOWER OR EXCEEDS 30" GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAT EXTEND ^ _ SLAB 1 112° • (2) #5's CONT. T&B w/ - 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN - EXCEEDS 30 GRADE ° T 1 -4 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 1 MASONRY KNEE WALL MAX 3 = 1 i COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH z I I REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED O i i MAX 3 SOLID. SEE ELEV. 1 1 1�11 r 1 _-_ ----_--- COURSE FOR BASE SIZE 1 1 J 1 1 - - " - (3) #5's EA. WAY 1 1 w 1 1 1 w 1 w 1 d - ISEE 1 1 � 1 1 SLAB PORCH SLAB _ t o A " LEVEL FOUNDATION PLAN Iv °1Q A aA SEE CUT (2) #5's CONT. T&B w/ I _� - - N z CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" ------------ SEE PLAN SIMPSON HUC410 w/ (14) � � � FOR CANT. I I 16d INTO HEADER & (6) I 10d INTO BEAM - SEE I I I I ROOF PLAN FOR MORE I I I I I l I INFO I I I j l SEE FLOOR PLAN FOR 1I I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I I REQ'D ONLY WHEN FOR COLUMN SIZE L_ J I I I INDICATED ON BM. &ADDITIONAL INFO. --- — — -- I--- — -----� I---- — ----- SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ 1 (14) 10d x 1 1/2" NAILS j TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a� FLOOR CONNECTION r22*� SCALE: N.T.S. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR TOP OF BEAM I ® I I -J SEE PLAN FOR CANT. IF INDICATED 0 CORNER A SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. m BM. SPLICE OVER CL //— CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 %2' CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP d' GARAGE OR LOWER SLAB SEE PLAN d CV z r COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ A-qtOP WAL `FSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Y TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e' - �CaXd''�4 a A. e 4 MAIN HOUSE d . SLAB 4, (2) #5's CONT. T&B W/ #3 STIRRUPS AT a a 4'-0" WHEN DEPTH EXCEEDS 30" 9 n. a 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. 0 cue - �` e ® �a E -�'C M M N H C 3 ti L ro� m a� sa e WIV Cr ^ :) 0 `C14 O r E S 1'a . S /l�f�titlliR�6�» To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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. � R. H W 8 4 C O N 0 00 N Q �-C � J CU_LL G LL W � u 5 W a u r Z o a o Y s�o k W LL cn�4jO' m L N Z a' I a3 S 6 04 V µ l W 013 Z N (7 00 z W N � o I a Ln N c7 z a �vGo OQ) V) c/1 w U LU o r U a N a, `n a) Q CO 0 t0 O . Mild N OJ M w co M m ¢ p � ZZ J C6 _ � > z� E tj z0 c o X U U a¢ �z a 0 O� ww N a W a: i B ui _ � o Z2 z Oy U � ° o OLL Z H z 3i "o ° >Z. �z 3iN o< w— g0 a <nw W =0 o oz w wa �3 �o O d .ia O = Lo � O d., T cc 0 (0 O T T T v J m ~ LN O � co N O C�fl -0 o Ln T Q � T O (n O Z Z E �, CU m a E c0 a ¢ o c c °i JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. D1 W C 2 �aa� vu' ----------------------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE )S -� SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE QIS4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL,USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS u•° • ::I o•°o• 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q f7, TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS Li (2) 2x HEADER SEE PLAN G �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C '� H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS ,% AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING x, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 1Qd NAILS END OF OPENING CENTERED NAILED TO STUD PACK j` ' FLOOR DECK W/ 10d NAILS @ 8"o.c. - ?�• FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM 9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP O L r-,,. � @ I GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O 1, APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" Q.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR �' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO A. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B - (2) 10d TOENAILS AT EACH END OF - -�� SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS 'r FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] �0� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL —� (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS f_%IMnCM/t-%r1I f_%r'1AIAI )R 2 PLY GIRDED CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE I I I I SIMPSON HTT4 w/ (18) n 16d NAILS & 5/8" I;OO ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a@ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C • �T O? F48,M TOA PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @24"O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" �- O.C. TYP T & B SYP U.N.O. I 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION - SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT - - - --�- • TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE 11 CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE QIS4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END 2 2x SILL PLATE i 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 • 0 s.J 00 N ,LU 0 > w Cn C14 a CO 4 •_ Cc ro � N 0-� o O W P. • f,. S •• N 3 -,c) 2� n op 0 /ltilSiS% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Iff AN 411111111111111h C) H o� Q co O 0 +�+~N i N f n N n0 J N M ! LL `O G •J LL lL W M LL' W rl 4 o z ILW in2°'°� m w z Mz 'A N O U ¢ co W 0 o M ZV N M og z z o J 13 M � z N CD s L W U O W o. v W J E z U N L Uo� U) Q o W M Cl) N Z Q L C'E q_ O14 �Q �� >y � ?® CR 0 g = O E x tt¢ �b 00 � O O< C::,a= 04 L O Q az ww J 2 73 m C _ C ❑ Y . �m m � o OLL zr ''¢ C, v w oa go a W ¢0 =C C O N Z w � o C:)a= IIIIIIIIII� oltl o �O .s = > Li) Om co co c� C O T T ^ Q T �- T CV a--+ ca Lid O Cfl N N LO ai m N I o z z y E O (n CU r_ a U q p j JOB NO : 22-08306 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF °' ' MASONRY WINDOW BUCK s 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED 1Z PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL, SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 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 ri enini ^' ^ ` WEATHER ✓E BARRIER & IARILY SECURE 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 numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SHOP- E_-._--- 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 JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 �o ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER g d a Lu U) W U Lu UJ U) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ETCH �HERED FLASHING 1 2 4 5 rra 1\ PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A I I I Y I I I I WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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 ,, rr 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 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. SELF -ADHERED FLASHING ]i CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER n 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 ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 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 FOLDING,SCOREXPOS the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and RELEASE ADHESIVE AS SHOWN) contraction, ASTMC1281, 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: 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. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ]s o 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. d FOUNDATION WEEP SCREED iI -STRIP OF SAF (-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE i THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS \STER STOP _ r� NTINUOUS BACKER ROD EALANT vIENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N c ® u� C.:-'�l3. = _M C-) c�4 --_-omx N N N y C Q«" d L sa (5 � . w a� c r� CN CN 0 CV ti 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. , JE W t- E a x 411 V 0 N N � S N S C N ti Co � r NO ti a "1 J CoLLU- LL a ui 0-- r Z . � t CD o r, i 15,Z6 �°0 s W IL in�_�O' m J if z Z 00 NZ d M N Q O O U d co Z W a o U � o Z � o Z o� d � ti ^^V)' M Z a - cs� w J U Li, S w. U LU J � 1 U N is o � W CMM o Z Z `t J S? E E° zo _0 Z QN Z I'_ r0 X ° 0¢ w� n o o< oE N Qzw= woo a S {p <a z m0 o 0 Y V Z ` F N J m aw i � (n NJJ Q o Z Z go a �w U <0 oLL I� =3 CD �t z< a °3 LO 0 = 1211 Om ns 0 (II O T T Q r 07 Y n � in N .1-i C'7 .0 N C:) O O � -0 o Ln r � ^ r ai E N o E O n 2 (O C a C 0 _ ¢ Q JOB NO : 22-08306 SCALE : AS NOTED SHEET NO. WP1 _ I I 1 i I I IIv1114'Ir I' I Ir Mounting 9mckets (10 Q. II Olt A32 (s Y01) 1 T . W Crass support SEe Anchor Si h e dote (Maybe cur ta W) r'aSilP_rS Friona CSupport LriDw Suppo mf-4Anq-1 l fS: ftbe cut to Left Brocket (16 Gauge) #14 s� r i 1 Eli ittrdl vaek i%, $acic Cross 5upoaft littp A/C Unit Bottom Bids (1`ylsicA. 3 vadvolde for.httnkane usl MIT .r i i i tr -Nwx &,irttlklrtrrutt ,: ram a•• • art "sirlw6 c" l4111roft a. A1c Braiac t" Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fos. i of1 12115,2021 code - - Entltyor _ Data Date Data Paudino gate 7VQ0 Version Manufacturer. Comsat Englrre,er&License validated av yalkwed. ,Submitted FeC AJlproyal AUpr. ¢lotus Afllimatioo 2020 smart Vent Produote, Inc, Michael Graham Hermes F Narerd P.E. Locke 13-den P.E, 1211ai2020 12r1s/2020 IM8/E020 Approved Category: structural 13orropmpts. (577) 441 -0366 PE-73776 (334)508-1800 Subcategory: Products Introduceaase Resuttof infoGsnrenventoom N-7' hn.logy Campitancs Method: Evaluation Report from e Florida Registered Architect ora Ugensed Florida ProfessioOal:Enggineer `Flik%i'241815wi1upla ., - s "s: Ouallty Assuranna AoorowdforUse Aonroved for Use Ion tic ggsigp, seas. Product Model. Number or Name Product Descnnb,n cor red Expbatian bate in HVHZ Outside WHE. -Resistant Pre su 1 amanVelitModal#1540.510 Mal Function Flood and Ventlatioo Vent 12/372023 Yes Y. NIA +1ool-1o0 2 SmariVeni Mod41#1540-611 Duel F-1j. Flood and Ventilation Vant 120112023 Y. Yes NIA <100Fioo 3 emartVont Model#1540.520 Insulated Flood VeM 12iJ12023. Yes Yes: NIA +100f-100'. 4 5me"Int MadW91640.521 Insulated Flood Vent 12r31f1023 Ye,. Yes NA+t00Fi put 5 S..Vent Modpl 41540.524 1680uot, Geroge door Flood Vent 12191f2024 Y., Yes NIA NIA 6. SmartVent Model#1s40-570 Wood Wall In Nfiltsd Flood Vonl 1201=23 Yes Y.es. NIA +100F iW Smarnnt Model #4540.574 14s&q.d: Gauge Door Flood Vent 1213t72023 Yes Yes NM WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllcathm Detail Page 1' of) 1n412D21 was Etrtlty o Dato coo Date Paredliw Dal. TUA Vagupp Manufacturer Contact Ermm..r&I.". Valirfatad ByyeindatW Submitted FCC Aoeroval Apronut Status Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R Priest Locke 8aiden P.E. 06/162020 08/09/2020 e0n0r2020 10r32020 .Apprwad Category: Roofing i5021301-1511 PE-74021 (344) 300-1800 SubCategory: Metal Roping Isnumata@draxmet:com C.mplhanoeMethod: Evaluation Report from a Florida Reg eteradfvshltecl ore LlCeneed Florida Profs'eionat Rnoneer - FL#176Ta•A6 P[otludts Quelair Assurance Aooroyed for Use Aooruvedfor Use Impact D.,lon Sea 9 Product Model. Number or Nama Product Dowderion contact Elmlrarlon Data In HVHZ Outside HVHZ Resistant Pressure 1 Drexel Metal Roofng System, DMC I WNS; DMC 1506S, qMC 1755, OM O200S, 121114205 Yee No NIA 101-180 DMC5V Florida Department of Business& Professional Regulatlorl Building Codes and Standards Product Approval Application Detail page 2of4 11252022' 2z.t!11. -. - Entity erDate die Pending Date Type version Manufacturer Contact Enalneer$License Validated 6V Halldeted SutimiCec FBC.Approval Approved status Revision 2020 Therma-Tru corporation Steve Jaspet-ri Lyndon F. Schmdt P.E. Ryan J. King, P.E. OVIW021 12f t12020 041220021 06/080021 Approved Category. Exterior Doors (800) 8437626 PE-43409 (813) 767-6565 Subcategory: Swinging Exterior Dior Assemblies jesperson@therma(nr.co Compliance Method: Evaluation Repodfrom a m Fbtide, Registered Aramtector a Licensed Florida Professional Engineer FtiJR0i78&r2G PhGdUC4& - :;f;. Duality Assurance Approvedfor User Aporovedfor Use. Impact dasipn sea ProdUctModel. Number or Name Product Dinar apan Cantragt Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Flber•Classic and Smooth -Star Nominal %#39;8 &quotlapact&quot Opaque 12f31l2022 No Yes Yes N/A Composite-Edga: Fi bergiass Single. Door (Inswing/butswBlg,X cohiigunation) 2 b. Tharma Tru'Flper-Classic and Smooth -Star Nominal 8&#39;8 &quot,lmpact&quot Opaque 12131/2022s, Nd Yes Yes NIA Composite Edge FibortilassSingle Door with Sldelito(s)(InsvnnglOutswing XO, CXcr OXQ nfigu .tons) 3 c. ThermaTm Fiber-Classicand Smooth -Scar Nominal 68;939.8 &quat;lnsract&quoC Opaque 121$1/2022 No Yes Yes NIA Composite Edge Fherglass Double Door with or r4thout Skielitea nnswinglOutavnng. XXor OXXO configurations) 1 4 d, Therma-Tru Fiber -Classic and Smooth tar Nominal 8&#390 & tl ac & t Opaque qua , rnp t quo12 2 1312022. f No Ye s Yes A NL. Composite Edge Fiberglass: Single Door (InsvAng101rtswing X configuration) 5 e. Thorn>aTru Flpef-Classic and Smooth -Star Nominal 88;*9;D &quotlmpact&quot Opaque 12/31/2022 No Yes. Yas NIA Composite Edge Fiberglass Single Door with Sidesde(s) (IasvA rvgfOutswin9_ XO, OX:-OXO aorA .rattans 9 ) 6 r;Therms-Tru Filber-Ciassicand Smooth -Star Nominal S&ti3 O&.quot;lmpsrs&gwt Opaque 1213112g22 No Yea. Yes N/A Composite Edge Fiberglass. Double Door Wth or without Sldalites (Inswing7LJutswAng- XX or OXXO configurations) 7 g. Therma-Tru Fiber Glessio&no Smooth -Star Nominal 6&939,8 &Au4lmpaot&gU0t Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Ins ngfOutewi g; X configuration) 8 h.Tharma-Tor Fiber-Cl... Id and Smooth -Star Nominal 6&#39.8 &qua;lmpaeffiquo;.Glazed 121317202Z Me Yes Yes NIA Compasita Edge Fiberglass Single for with Sidel te(s) (Inswng/0utsw ng XO OX or OXO confguratoRs) A i, Therma Tru.Fiber-ariesicand.Shtpoth-Star Nominal 6&tt39,$&qu4linppact&qu0t Glazed 12)31I2022' No Yes: Yes NIA Composite Edge Fiberglass Doubts Door wth or wthoutUelites (Inswing/Outswing, XXor OXXO configurations) 10 1. Therma-Tru Fiber -Chassid and Smooth -Star Nominal 6&#390&quotlmpecffiquot; Glazed 42/31/2022 No Yea Yes N/A Composite Edge Fiberglass.Single C (I nsngl0uts %; X congguration), 11 It.Therma-Tru Fiber -Classic and. Smooth -Star Nominal 8&N39,4&quatimpaoMquot Glazed 1231t2022 No Yes. Yes N/A Composite Edge Fiberglass Single Door with Sidelte(s) (Inswing/Oulswng, XO OXw OXO configure ions) 12 I. Therma-Tru Fiber -Classic and Smooth-SYor Nominal 88,011 &qua;l mpact&giud ; Glazed ComposteEdga Fiberglass Double Dcorwth or 12MW022 No Yes Yea NIA 13 m;Thorma-TruFlber-ClaWcarhtlSmooth-Star without Sdelites nnswrgf0utswing; Y.Xor OXXO conflg.mr, m) Nominal Wn..8&quatlmpact&quet Glazed Molded Open Composite Edge Fitergfaas Singie Door IV31YL022 No Yes Yes WA 14 n,Therma-Tru rtber-Classic and Smooth -Star (I itswngfoutswmg X configuration). Nominal 6&#3&8&quotlmpact&quot Glazed Molded Open Composite Edge Fiberglass Single Door tMM 1213112022 No Yes Yes NIA iB o. Therma-Tru Flber.Classfo and Smooth -Star Glazed Molded Open Sidelite(s) (Inswing/Outawng; xo OX or OxO.conf(qurationa) Nominal 6&tt398 &quotlmpact&gwt; Glazed Molded Open Compbsiie:Edga Fiberglas. L1qub1eJ0oor wfh 12r31I2022 No Yes Yes N/A 16 p. Therma-Tin Fiber -Classic and. Smooth -Star or without G lazed MDlded,Open Sidelites. (Inswing/Outswing• XXor OXXO Wntgubations); Nominal 6&939,8 &quotlmpaci&quat Opaque Composite Edge Fiberglasa:Single Door with Molded 12131f2022 No Yea Yes NIA 17 q.Therma-Tin Fiber -Classic and Smooth -Star Open Si delite(s) nnswnti/outsvwng- XO, OX or OXO configurations) Nominal 69439:8&quotlmpact&quot; Opaque 12131121322 No Yes Yes N/A Fiorlda Department of Business & Professional Regulatlon Building Codes and Standards Product Approval Application Detail Page T oft 111312021 Cade Entri or two Date Data Pana•no r Data_ 706 V"Job ManUfaClurer 000act Miglneer&License yalldated By Validated submitted P(SCApnroval Approved- of is Rovislon 2g20 PGTlndustries Jens R--W Mi-4oade. SCCO -CER M9ami-Dad. WOO -VAL 11/192020 1026IM20 1124/2020 Approved Ctagwry- EA"lo, Doora (941) 486.0100 (7a6). 315-25N Subcategory. Sliding Extadcr Door Ass.mbges )rOSGN.kr�pgalldyetriee:C wmpilance Method; CerliRCstlon Merle or Dating L'nWd1 'F!3'i'PrLducts eon F ,_ , ., -Quality Asswarm gpnraved for Us Aoprovedfor Use Mlpw D.slm awl Product Mrotlal. Member or Nam. Product D,scrlob- :C.*, i ExnIrAl.oDats H Z Outside HVHZ .R sW aot Prass ram a SOD-55r o(Large..Mlssnelrei Vmy1. sliding 01-Door W-1472021 1es Yes Yes NIA May 27, 2022 P1710'DUCT PI NI XV11i &AL 0 P E C I F I (C'1 T I 1 SHEET(2022) s required bFlorida!oStatute 553.842 and Florida A mi istrati Code 9 B 72, please ro�rde th�in rmat'o n and approval l numbers n the building components listed l low if _ they will be utilized on the construction project for which you are applying for a Cate i tSub to io � �' � rY Manufacturer Product Description � Approval Number(s) ber s P'P � � Test Pressures Ex . date P 1. EXTERIOR DOOR ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star Nt,� 14MPA Tj FL2046'1'.1 +57.01 7.0 f 12/3112022 Therm aTru Fiber -Classic andSmooth-Star (IMPACT) FL204 +67.0/- 7.0 psf 1 /31/2022 Therm aTru Fiber -Classic and mooch -Star (IMPACT) FL20470 +80..0/- 09 O psf 12/ 1/2022 B. SLIDING Mi Windows and Doors Series 420 FL153 2.1 - FL1 32. +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 + .7/-38.7 psi 4114/202 C. SECTIONAL Wayne -Dalton Sanest 8000/ 100/82 0 #11 (8 7) FL8248s3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000 8100/8200 #1123 (1 7) FL8248.10 +30.01-33.5 psf 12/31/2023 Mayne -Dalton Series 80001-8100/82 0 #1124 (1 X7) FL8248s.11 +34.4/-38, psf 12/31/2023 D. METAL LOUVERED DRS Curries DiAsion of AADG, Inc 507,707,7271747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 ++60e0f 0.0 psf 10/8t2023 PGT Series 5500 FL238,.2 NIA 7130/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0f-55+0 psf 2/16/2024 C. FIXED MI Windows and Coors Series 185 FL15349..1 +60.0f-50.0 psf 41312023 PGT Series 5520 FL243a NIA 4f 0/2025 D. MULLION MI Windows and Doers Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261 A NIA 5126/2026 E. OTHER 3. PANEL !MIM1AIiLL James Hardie Building Prod. am ng C�em ank La Siding and HardiePlank L Siding p p tip � FL13 92.1 - FL13 92.2 1 1 A SIDING I A 12131/2023 B. SOFFITS B S T Alside Solid and Vented Vinyl Soffit y FL15272.1 - FL15272.2 s + 75+01-75.0 psf 12f3112023 a Aluminum, Inc. Alpha I r Solid .and Vented Aluminum Soffit lit lei FL1�6544 R.5 2 -54.2 f 54r 1 pis ! 012tI 3 7 3 2 C. OTHER 4. ROOFING PRODUCTS k ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDEI�LAY`MENTS i o, Tamko I�for Shingle Ro 15i Felt U r!a ment b ode y FL12328 NIA I 0 8 2912 23 Plyglass USA, Inc. (for Tile Rom POL'YSTiCIS TU MAX FL5259 NIA 121231202 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson arch Metal Comp. Oft' Ridge Vents FL1891 .1 - FL16918+4 NIA 9191202 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97+51-97.5 psf 12 10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oral Tile Saxony 900 F L7849.15 - FL7849, 20 NIA 12131 /2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS,r DMC 150SS, DMC 175Sf DMC 200 , OMC 5V FL17879A +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17859+1 N/A 121I31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ LISP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITS+' Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MlTek Industries, Inc. Trusts Plates FL2197.1 - FL2197.5 NIA 12131 /2022 I RWeyerhaeuser C ENGINEERED LUMBER I� im Board LV P L LSL 3 � r L5 7 F 527.1 - FL652 .5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 ' t approval at la review, I understand that at the time of inspection of thesepro-ducts,the ll wi i lrmation must e The products listed below did not demonstrate product ,pp i plan n e fo o ng n b available to the inspector on the jobsite, 13 copy of the product approval, 2) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel W3 V2512l)22 Entity Or .Date [fie. Data Pending. TWO Version Manufactures Contact Enalneer License Validated By Validjoted Suhmided FBC AnproVal Appro d status Revision; 2020 Thermo Tru Corporation Steve Jasperson Lyndon F Schmidt, prE. Ryan J. Kmg; RE. 07123=20 07/1212020 0712912020 10f13I2020 Approved Category: FWior Doors (800) M-7628 PE-43-409 (813) 757-6555 SubCategory-Slinging Exterior Door Assemblies slosperson@thermatm,00 ComplianceMethod. Evaluation Report from a m Florida Registered Arohlteol xu a Licensed Floral. Professional Englnsar R3iPf8dhLL9C -- w -Approvedfor Duality Assurance Aporovedfor Use Use impact Design Sad9 Product Model Number or Name. Fnadunt Description ContractERbrratlon Date in HVHZ Outside HVHZ Resistant Pressure 1 a.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3RS&quotlmpact&quo1; Opaque 12r3112U22 Yes Yes Yes WA Oompoieft Edge Fiberglass Single Door (I-W rGfOutswing; X configuration) 2 b.Therma-Tru Rber-Classic and Smooth -Star Nominai 8&#3988quotimpact&quot, Opaque 12I31J2022 Yes Yee Yes NIA Composite Edge Fibarglass Single Daonmth Sidellte(s) (Insw7nglOutsvdrip: XO, OXor configurations) 3 o. Tharma-Tru Flber-Classic and Smooth -Star Nominal 64439,6 &quot;Impact&quot; Opaque -12131Y2022 Yes Va. Yes WA CompgelteEdge Fiberglass Double Door with or without Sidelitas (Iruwringtoutswing; XX or OXXO conelguredlons) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nom rstl8&939,0 &quctimpact&quot Opaque 12r31T1022. Yes Yes yes WA Composite Edge Fiberglass Single Door nnsw irgfoutswng; X configuration) 5 siTherma-Tru I'll,rQlassla.and Smooth -$tar Nominal8&#39,D&quet,lmpect&quof; Opaque 12131i2022 Yes, Yes. Yes NIA Composite Edge Fiberglass Single Door with adelte(s) (InsvnnelOubermng XO, OX or OXO canfiguratians) 6 f. Therma-Tru Fber-Classic and Smooth -Star Nominal 8&939,&q 0uotlmpad &quoit Opaque 12/312 12r12 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelites (Irm viing/Outswirg;.XX or OXXO configurations) 7 g.Therma-Trd Fiber Classloond Smooth -Star Nominal e&#39 8 &quotimpact&quot Glazed 1 V31121722 Yes,: Yes. Yes NIA Composite Edge Fiberglass Single Door (In5wrg/Outswing, Xconfiguration) 8 h. Therma-Tru Fiber-Classioand Smooth -Star Nominal 6&#38.8 &quot'Impapt&quol; Glued IM112022 Yes Yes Yes WA Composite Edge Fiberglass Single Doo-ith Sidelte(s) (Inevving/Outswing; XO, OX or OXO configurations) 9 i.Tharma-Tru Fiber-Chdsdoand Smooth -Star Nominal 8&#Ws&quotimpact&quota Glazed 1W3112022 Yes. Yes. Yes WA Composite Edge Flbarilleas Double Door with of without Sldellfes (inaWngiOuts wing, XX or OXXO configurations) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3$0 &quotimpact&quota. Glazed 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Insveng"C)"b"Ang; X confia-fi n) 11 k: Therma-Tru Filler -Classic and SmoothStar Nominal 8&#39,0&gUct;Impact&puce Glazed 1221f2022 Yes 'Yes Yes NfA Composlte.Edge Flberglasa Single Door IgAth Sldelta(s)'(InswnnglOutsWng XO,. OX or OXO. configurations) 12 L Therma Tru Fib -Classic and Smooth -Star Nominal 8&#3e,o &quot;lmpad&quot Glazed 12,3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inew rig/OuteMng; XX or OXXO configuratians) 13 m. Therma-Tru Fiber -Classic and SmoptlxStar Nominal 6&#3R;0 &quotmmpact&qU(A Opaque 12i31r2D22 Yes Yes Yes WA Composlte.Edge Fiberglass Single Door with &pool;Non-ImpactSquat, Sidellte(s) tlnswrQ1Outswnng, XO, OX orOXO config urations) 14 n. Tharma-Tru Fiber-Classb and Smooth -Star Nominal 6&#39,88quotflimpact&pool; Opaque- 12i31l2022 Yes Yas 'Yes NIA Composite Edge Fiberglass Double Door with &quoYNcn-Impact&quot:"$Idelites (InsvangfOutswrg; OXXO Configuration) 15 o.Therma-Tru Fbor-Clossic'and Smact"tar Nominal 8&#39;0&quatimpact&quo; Opaque t�J31 Q022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwiffi &quol;Non-Impact&quot; Side """ on swnglOutawing, X11OXor OXO cbrifigurations) 1.6 p!Tharma-TN Fiber -Classic and Smooth --Star Nominol 8&#39,0&gi-iotimpoot&quot Opdoa 17-,31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quol;Non-Impaot&quot; Sideliters (I nsabl910u1sw ng; OXXO corffiguration3 17 q. Therma-Tru Fbar-Classic and Smooth -Star Nominal 6&#3g;8 &quo;Non-Impa t&quot Opaque ID311YU22 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswnglOutswang; Xconfiguraion) 18. r, Therma-Tru Fiber Classic and Smooth -Star Nominal a&#398 &quar;Non Impact&quot Opaque, 1213112022 Yes Yas No NIA Composite. Edge Fiberglass Single Doorvinth Sidella(s) (InaWngtOutswing, XO, OX or OXO configurations) 19 s-Therma-Tru Fidler-Glassic and Snoods -Star Nomina16&,"9;8 &quot,Non-Irrpact&quot Opaque 1 W3tf2022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without SWelites (Iriswiingl0i16.wing; XX or OXXO Configurations) 20 t:. Therma-Tru Fiber-Classicand Smooth Star Nominal8&#39;p &quotNan-Impact&quot Opaque: 12/3112022 Yes Yes No NIA Composite Edga Flbarglass. Singlo Door (Insveng/Outsw ng; X configuratian) 21 u. Therma-Tin Fiber -Classic and Smooth -Star Nominal 8&#39 D &quot Non-Impact&quotaopaque 12131)2022 Yes Yes No WA Composhe Edge Fiberglass Single Door with sdelite(s) (Inswing)Outswing; X0, OX or OXO canfiaurationsi 22 v. Therma-Tru Fiber-Cleissicand SmooiKSlar Nominal 8&939;0&quatt9on impact&quv; Opaque 12/3112022 Yes Yes No NIA Composite Edge Flberglasa Double Door VAth or without.Side ites s in'f n g; )GXo OXXO I nw r n gOswg configurations) ' 23 wTherma-Tru Fiber -Classic and Smooth-Shar Nominal 8&#f39;8&quokNgn4mpact&quvt Glazed 12131/2022 Yes Yes No N/A Composite Edge Fiberglass Single Door nneWngfOutswirg, Xcortfiguration) 24 _y_ Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939.8 &quotNcrFlmpaot&quot Glazed 12131t2022 Yes Yes No WA Composne Edge Fi1larglass Single Door with Sldel ite(a). (I nawngA7utswtng; XO, OX or OXO .configurations) 28 Y. Therm&-T[ii Fiber-Classfa2 nit Smooth -Sian Nominal 6&/k3988 oat Non -Ion act& uq Glazed 122112022 Yes. Yea No NIA Composite Edge Fiberglass Double Door Win or withoutSidelites (InswlnVOutswing; XX or OXXO configurations) 26 z. Themta Tru Fiber -Classic and Smodh-SYar Nominal 8&039 08,quo;Non-Impact&quon, Glazed. 12131/2022 Yes Yes No N/A Composite Edge Flbargless.S'rlgie Door (I nswng/Outswing, X configuration) 27 zsi.Therma-Tru Filb -Classic and Snwoth-Star Nominal 8&#390&quotNon-Impact&quo;Glazed 12f3112022 Yes Yoe No NIA Composte'Edge Fiberglass Single Door, h Sdeli[e(s), (I nswnglOutaWng, XO, OXar OXO w guralion.) 26 zb. Thera-Tru Fiber -Classic and Smooth -Star Nominal 8U_'I9.0 &quotNon-Inpad11quot Glazed 1MI12022 Yes yes No NIA Composite Edge Flberglasa Double Door wih..1 without Sidelites 0nswirglOutsvbin9; XXor OXXO confgurationa) Florida Department of Business & Professional Regulation Pose oft Building Codes and Standards frI2021 Product Approval Application Detail code Elinor or to Data Date Pondirst M Toe Verclitn'_ :Manufacturer -_._."Ac"x.. Ertdinebr8 Liaanse validated. Be 1611dood $ubmlif9d FBCAporoveil Aparoyetl Sta[tis Revision 2020 MI Wlndcws and: Dump BremSlarser We Roberto Lomas Steven M. llrich, PE 101US12020 1afflanua laltano20 12/152020 Approved Category: Exterior Doors, (717)3s5-3300 PE-a2514 (717)717-8434 Subcategory: Sidling Exterior Door Assembaes tni9inge(�miwd.com ComplianCe Method E,raWation Report from a FIod08 Registered Aphitectare Licensed Florida professional Enginear FL�533d.RfiPradtait Qualm Assurance Aoenowdfor Usa Approved for Use Impact Design Sri" eroduci Model; Number or Name Product Desorly0on Cpr*anI expligilori Data In HVML Outside HVNT It.sislant I'lossums 1 SERIES 420ALUMINUMSW SERIES 420 ALUMINUM SGD OXO 12/3112024 No Yes No NIA 145-374&quotx80&quot; NON -REINFORCED 2 56p:rO 420ALUMINUM SGO SERIES 42CALUMINUMSGD OX. XOXX I 12Cl 024 2 o Ye N s No NIA tie&quci;x80&quot NON -REINFORCED 3 SERIre 420ALUMI NUM SGO RENFORCED SERIES 420. ALUMINUM SOD REINFOROED OXD lZr3WO24 No Yes No N/A 14S3/4 &q u ot;ks&&q u ot: 4 SERIES420ALUMINUM$Go REINFORCED SERIES 420 ALUMINIUM SOD REINFORCED OX IM12024 No Yes No WA XO XX9S&quorxg6&quo: 5 6ERIES420ALUMINUM Bro REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 1213laQ24 No Yes No NIA 1438quotxge&quct; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget d2 V912021 Code _softy V Date Date Dater P,,di- Data Y jygg version f anufacturar !q on Conrad enalirw ens & Llc a Validated By V Red Validated 'mv f FBC Aop a o -Status Revision 2020 Wayne -Dillon .division MOVemeadD., Dwayne Konish Jahn E. Scales Je l.YP Arneson. PA ID/122U20 8012aQ020 IOQM020 12/1� 512020 Appro'vod :Corporation (330)763-8121 :PE-51737 (D04)82132000 Calapary: Extarlor Doors dkomishowayne-dalton.c SuloCelogary:Secticrel Exterior Door Assemblies om Compllance Magrod: Evaluaztm Reportfrom. Florida Registered Arehb a e Licensed Flonda. professional Engneer ,f)d�g48•R20'P_ro,__duufa . .. .',; , . ' , - -, . cruarity Assurance A .raved for Us. AaoraVed for use loved Oesion Se Protlucl Model. Number or Name product Description Cornract Eriplratlon Dale In HVHZ .outside HVHZ Resistant le 3 80D0/81D018200 #1105 S&Ii M­Vddlh. 14MM M. height. GI eIng 121312023 No Yes Yes +31 001-35.00 available In lop or letse nedlele sedW. 10 8009/81001820011123 16&#W; Max with 14a#W; Max freight. Glazing2023 . 1 213 1 No Yos Yes +30A0733:50 available In lop or Inrennotliale section 11 8000181001S2D0#1124 i66039: Max width 148#39: axhei ht Glazing M g g V3 12023 1 1 2 N o Yes Yes +34401-38:30 avatlobl'e In top or lntemtedie145eption. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or lM"21 Code - Ent` cap plitli Date Pending Date - 7yoe Version Mararfaolurer Gomact Endoem-6 Llcanse Validated M validated submitted FBC Aoomval Aooroved Status Ravisidn 2p20 Cumes Dlvrslon at AADG. Inc. Tom Raney UL LLC Tray BWrop.. P.E. 12MDYOM 12101nom IV2112020 Approved Category: Exedor Doors (641) 494-2al3 i954) 947-0880; Subcategory: evedor Door Components tan iattay�aas.aolay.co Compliance Method: Certification Marko Listing m f6Aij'1iSii4e`Produas v '. ., ,. ..; : , .,: • . ;� , , Qbsllty Assurance Approved for Use Anmoyed for Its. Impact o.sloo can# Product Modal. Nunper a Hama Product Das(rlotmn C ntrapt Exeir2tlon Dale In HVHZ [).We HVHz Resistant pressure i So r, 767, T27, 747, 757.?7TN and 647 Single: antl Parr, a1 Flush. Glazed and Lowered single end pairs of IMIJ2025 Yet yes Yes NIA Doors h .lox metal door.. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fage.1 of 2 1512b21 Code sn't1tv or Date Oat. oat, Parading pet. T oe. Version Manufacturer Contact I VeAldelad submitted FBC An. -I Auoroved Smtus Rovislon ZD20 MI Windom. and Doors Brent Btlinger American Archhi oturaJ Steven M Uno6>pE 11I17f 020 1111712820 1127t2020 Appro od Category:.WlndoWs. (71 T065-3300 Menufactur. Assopetion 17171317-0454: Subcategory: Single Hung bstsnger@miwd.cam Cornpilance Method:. Cerdfimtim Man( or tlating Quality As eurar ce Aornayad far Use A,-,d for the impact Aestd See # PrpdUCi Model Number W Name :Product Deseriptirm Cpntraet:Expindim Date m HVHZ Outside HVHZ Resistant sure. 2 1858H 52x72 Fin/Forgo Frame IG)SG Single Hung 1W082023 No Yes No +SN-W, Laminated Glass tj a) U) > 0 U (3) CLO O .0) U CL cn �--■ co (� U) 0^+ Oli 0 21 -C:) = O 0 W /�� CIO O O 6 iL p CIO6CU > CU L O wO „� `V ,0 .0 ��//�� co E Z Z W J t1� -OR CD 66 Ur! >� cmCIA A4 °; u � WW W Q R sC9 E �J r / L_ C O CL O L_ W U m F- H 0 L W Q W z J Z J SHEET NO. PA 1.0. Florida Department of Businesi & Professional Regulation Poe.6 of Florida Department of Business & Professional Regulation Paget oft Building Codes end Standards 1252022 Building Codes and Standards i&2021 Product Approval Application Detail Product Approval Application Detail Code. Entity or. i?At4. Dom. Date Pendingg d - - magonalligNamm- - MORIM - ONEENNIM Type Version Manufacturer contact Englneer&License Validated BY. Validated Submitted FBC Autirt l Ao $tat tap fiP0! Entity 29a sate pats Panel . ... .. or Manufacturer Contact t:rlalneetrA noon Valldared By Vail ¢UbMitti d fBDAdbmvat Approve ahrl Remrsmn 2U20 Thermo-Tru Corporation p... Category: Exterior Doors Ste 843 -son Lyndon Schmidt: P. Ryan J. King, P.E.10lW2021 Pe:. Y ,E Ye, 9. (800j 843-7628 �-03409 '(613) 767-88$5 r39/t8£2021 i0E13/2021 12n512O i ,2 Approved PP Affpma[ion 2020 PGT rtdu'. rve. I gE JansRosovaki MIemHDede aGCO-"CER Mfeml-Dade nCOD-VAL 11v4152020 11i0512020 11n112020 Approved subcategory: SWanel Exterior Dow Assemblies slaspersdrlothermdruoo catagoryw-dank (941)4660100 (786).315-2590 - Comphande Mail Evnluatlan ReportlrprnW m Sutcreoc pry: Sngle Hung iroaowlidepondustricomer d or Florida:R isle tl Arch sot a Ligen�d Florida anrna Methna-Cedifio.tinn Mark or Listing 6 ern Professional E lneer rig :;. e L279 R2 ,", ', ., ,, ;: ; .::.:' , .. �;.,� �. " `� ". , � ,. .,; _, t; .. � . _ -_.�. _ _.: x; -_ .,, ,:. . ,` ,. '_^s - - ': {. .." . .. ,.. DuaaV Assura�. �Aoomved for Use �Aoororedjor use gqg_ oesltln. Gtuality Asabfanee Approved for U� Approved for Impact. Oestan sea Product Model Number or Name Product Description Contract ddratlon Dal. IO.HYtl� _ Outsrd. HVHZ ant B£G{it- Pleasure &-# Product Model, Number or Name Product Dia.rlpbon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 sussoo f,Larga Ill lmpect) Vinyl8ngteHungvundop 07/3orzo2s. Yes Yes Y. NJA 1 a. Thermal Fiber -Classic and Smooth -&tar Nominal l3&M,13 8quo0on-In icact&quot Opaque 1M112022 Composite, Edge Fiberglass Single Door No Yes ell NIA 2 IcThenna-Tru Flber-Chlood. and Smooth -Star (Ine-glOutswnng; X configuration) Noolnal6&#998&quokNcn-Impact&quot Opaque 1213112022 Composite Edge Fiberglass Single Door With Sidefise(s) OX No Yes Nb NIA:. 3 aTherira-Tru Fiber.Classic and Smooth -Star (Insw ingloutemng, XO, or OX,O Nominal r939;84cluct,Non-Impaat&quot Opaque 12J31l2022 Fiberglass Composite Edge Doubts Door wih or No Yes No NIA 4 d. Themla-Tru. Fber,Closdo and Soh -Star without Sslefill(lns,Mng7QutsMng' )Xor O)= connguratonO Nominal 7&l &quctNon-Impact&quot Opaque/213112022 Composite Edge Fiberglass Single Door No Yes No NIA 5 aTherma-Tru Fiber -Classic and Smooth -Star (InsadngrOutswrfng; X configuration) Nominal 78,#39D&quotNon-Impact&quot-Opaque 'I'M112022 Composite Edge -Fiberglass Single Doorwith No Yes No- N/A a f, Thermal RbanCtassic and Smooth -Star Sideliil (In5iii.nglOutswm9, XO; OX or GXQ cehiNgurati mil Nominal 8&#39;0&quotNon-Impact&quot Opaque 12131 r2022 No Yes NO NIA Florida Department of Business & Professional Regulation Pagel ,ill Composite Edge Rberglasa Single Door Building Codes and .Standards 115/2021 7 g. Thermal Fibor-Classic and Smodth-Star (InsrMngtOubswng; :X cerihpumbi. n) Nominal 8&#39;0 &quotNvn-lmpard&quoI; Opaque 12/31QO22 No Yes No NIA Composite Edge .FiteryloheZingleD.6r Nylln Siddite(s) (Insw.fnglOutewing; XO,'OX or OXO Product Approval Application Detail ppr pp 8 h. Therma7ru Fiber-Classlo and -Smooth -Star configurations) Nominal 8&939;0'&quct;Non-1 mpad&gerot Opaque 12IS112022 No Yes No NIA - Composite Edge Fiberglass Double: Doe,' trothor OXXO Vg48 al or or .� Dal Date Pence- 9rre VAhlout SidetirestlnswinglOulop XX or configuratiionsJ. Toe.. Version Manufacturer Contact EnglneerB U.- Validated By " Validated submitted FBO Adnroval . ApomvH' status 9 `.- :. L Therms Tru Fiber Classic and Smooth -Star Nominal '_ Nominal 6&#39;8 &quot,Non Impad&quot Glazed 1213112022 No Yea Nc. NIA Affirmation 2020 PrT I au ri:: n. sit es Jens R.-M Mlami-Dade BCCD - CER Miami-Ol BC'CD- VAL .. 11 5 0 0 rtl 2 2 1110&20.23 2. 17 2 19% 20 © ApprgveQ Composite Edge Fiberglass Sing Is Door adsph ry!'WrA. rs. (941)46&0100 (786) 315-2590 IlthewlhplOutswirtl wnfiguratio l Subcategory: R.ad trcearrsklMpyiifndu VII.S.o 10 J. Therma•Tru Flber-Classic and Smodth-Star - Nominal Bilul 8&quotNon-Impact&gBot Glazed 1213112022 Composite Edge Fiberglass Sing le Door w:itir No Yes No MIA compliance' Method: Certliddi.o Mete or Listing ,, am - ' „-. ' ; 11 k Therrrra.Tru Fiber -Classic and .Smuo hil Sich lugs) (Inawngr0Uts41ing; XO, OX or OXO cons utalions S) .. Nominal B&#39;8& uo Non-Im not Glazed lX3112022 q t No Yes No NIA d3sR2A PraU .. is ..- _ - -.. CualiW Assur-'..: . Amerov.dfor - on, .- _� Aonr ayadfor Usa - _ _ . Impact `' a t - _ _. °=g(g- Composite Edge Donor a Product Modal. Number or Norms Product Description ContractEmtrat er; Date in HVHZ .Outside HVHZ Rasist.rk Pre�re mewingFibergfO rtswi OXXO 3 PW 5520{Large Missile lmpeclj UlnylFlzeA Wlndau 04J3012625 Vas Yes vas NIA 12 LTnerml Fiber -Classic and SmQob-Star conliguredone) Nominal 7&49;0&quot,,Notl-1 mpaoMcluct Glazed 12/3112022 Composite Edge Fiberglass Single Door No Yes No, i 13 m. Thor m-Tru Fiber -Classic and: Smcoih-Star (InM,ti Tig7C)utswhgi Xwhfi@VMtion) Ncmord 7R,k390&quot"N.r-Impact8:quct•:(31azed 112/3112022 Composite Edge: Fiberglass Single Door with Sidelde(s) No Yes No NIA 14 n. Therme-Tru Fiber-Cfaesic and Smooth -Star 0 r aWngl0ulewing; XO; OX or CXO wnfig lratians) Nominal B&939:0&quot;Non-Impod.&quot. Glazed 1213112022 Composite Edge Fiberglass SingieDoor No Yes No NIA 15 o. Thermal Fiber -Classic and Srrmoth-Star (fnsMogr .Svelig;_Xcontiguredon) Nominal 8&ll &quotNon-Impaut&quot Glazed 12/3112022 Composlte Edge Fiberglass Sing le floor wrth No Yes No. NIA centulat 0nswingl0utssving: XO, OX or OXO cpnfigurationsJ Florida Department of Business & Professional Regulation pa Pagel di 16 p. Thermal Fiber -Classic and`Smooth•Star Nominal 8&#39;04quot Non-Impact&quot. Glazed 12/3112022 Composite EdgePiberglass Double Del or No Yes No. NIA. Building Codes and Standards 102021 Without 8idelite5 onswirlglOutstiviiig, XXor OXXO configurations) Product Approval Application Detail 17 q. Thermo-Tru Fiber -Classic and Smooth -Star Nominal ti$#39:8 &quotNon-Impact&quet Opaque 1MV2022 Composite Edge Fiberglass Single Door with No Yes No NIA - - 18 r. Therma-Tru Rber-Classic and Spaeth -Star Transom (InswirVOutial CuX configuration) Nominal 69#39;8&quotNon-lmpao*uot. Opaque 121$112022 No Yes No NIA code Entity or veto 'te Does Pita) Data Compos be Edge Fiberglass Single Door witH Sidelita(s and Transom I-M. "Outswa :OIXO. I ( j['g@ V rsion Menur°cturer Coal Enolneer&llaensE Vantldr�Bv Yalltlataa 5ubmittea. CApnmyel Aooravetl status 9 Fla. OlOX sir LiiCXO configurations) Reyipardn 2020 James Hardie Building Products. Inc, Chad Dleraha V. And- Two John 9dutnard, P.E,, 01100021 12l142020 01I082021 ding FBC Appr, 19 s ThermalTru Filer -Classic and Smooth -Star Nominal 6&Mgili;:&quot Non-Irrpnact&quot, Opaque 12Yd112p22 No Yes No NIA. category: Panel Wells (909) 545 8359 PE-e1662 (382)367*2528 Composite Eda s Fiberglass Single Dec r with SubCate9ory: admg. chC dd elsrrre ngssi snardl (s) (I Sidelitens)nsn'2/ogt;uing XG, OX or OXO Compliance 1119ea1od: Eva'luadorl Report troma n Coot loubus Hared and Sill configurations) Florida Registered Xchitedere Licensaq Rol 20 t Thermo Tru Fiber -Casale land Smooth -Star Nominal 88139:0&quot;Non-lnT.0&qubt Opaque 12/31f2022 No Yes No NIA Proresslunal Engineer - C m leEd a -Fiber la Single 0oof wit sit Fiberglass Ala._ g t 9. h . - 5delta'- nswnn O vt XO OX or OXO ;:- ;. •- >pL#1319p;4R6'Protluds '' ,.__., -'' a -; .:_.` s.. ?'' - ��� _, , e 21 u. Thsnna.Tm Fiber -Classic and Smooth -Star Continuous Head and Sill configurations] ' - Composts Edge FfbaotNo, Single Door t-•Gle2ed 12131f2022 Composite Edge Fiberglass Door No Yes No' :IA N aedY Product Modal Number or Name Quality Assurance ; -ran Use ADD I for Uae AC ou(phadtside Predict Description Contract EcolreSWn Data llttffftf� Outside HVHZ t actCaddo-u Resistant Pressure ; XO' Sldel�(s) (Inswingloutsvang; XO, OX or OXO 0X 1- Cmtplenk Lap Siding fiti.r-cenrenl lap siding 12151/2023 vas Yes MIA WA Continuous Head and Sill configurations).. 2 HardlePlenk Lap Bong fiber-dernal top string 12P3f2023 Yes Yes NIA MIA 22 v, Thefirel Tru Fiber-Classpand Smooth -Star Nominal 8&#39;0&quot;Non-Impact&qu01 Glazed IW31IW22 Composite Evil Fiberglass Single Door with No Yes No, NIA. 23 wThermal Ffber-C)aselo and :Smooth -Star Sldditel {InswinglOutsl XQ, OX or WO Continuous Head and Sit wniguranons) Nominal 6&#8g;8-&quot Non-Impact&quot, Opaque 12131f2022 Composite Edge Fiberglass poor Panels Ali Vented Sidete(s) No Yes No NIA 24 :> Thermmo Tru Fiber-Classio.and Smooth -Star ((nAvAnglOutavriilg; XX, XXX or XM cwifigura6ons) Nominal 8&#$$U &quot Ndn4mpact&qugt Opaque 12I3112022 Composite Edge Fiberglass Door Panels vdth Vented No Yes No NIA 26 y. Thermo Tru Fber.Caassip and Smooth•Star SidelBe(s) 0 nswrina7Ouiswulg; X)C XXX or XXXX cOnhgUrrbdl Nominal 6&#3g;B&quoh Non-Impaot&gtl Glazed 12131/2022 No Yes No N/A: Composite Edge Fiberglass Deor Panelswfth Vented Siddile(a) (Inswingloutawng; )X XXX or XXXR Florida Department of Business & Professional Regulation Page1 oft 26 z Therma-Tru Fiber-Classio and Smooth -Star cord(guratwns) Noninal8&#39;0&gvdxiNon-Impad9quot'Glazed 12r3112022 Vented No yes No NIA Building Codes and ,Ste ndards tae±zOti Composes Edge Fiberglass Door PanelsvhtY Schol s II nswinglOutswing XX; XXX or XXXX Product Approval Application Detail 27 za.Therma-Tru Fiber -Classic andSmooth-Smr condgurations). Nominal e&#$9;8&quot;Non-Impaet&quot:Glazed 12131/2022 Composite Ecile Fiberglass Single Door with 3&#39;0 No Yes No WA 9mmoffiffew Sdeiile(s) gnsvenglOutsttdn9; XO. OX a-OXQ conf(gurations) WiPANN- 92 ¢ _ ...i UAEBMEEZERWM Entity er iCattle .2l Dade Pendhro vat, 28 zo, Thtorn6-Trip Fiber-Classlo and Smooth -Star Nominal 6&#3S;S9quot Non-Impact&gmiGlazed 1V31f2= No Yes No NIA. TY Version Manufacturer. Contact Encilel Lrc®re. Vagdated av Vagdated Sutbroll FBC'Agnreral Amarored Status Composite Edge Fiberglass Doubt Door V✓iH e peep. .rig.. g ReNswn 2020 � TAMKO. Building. Products LLC - - Kerri FAen Robert Nieminon John W. Knazamph, PE 1tvh42020 09292020 1oJT22020 - 12n 5r202a App rowed 3W'.0451dolhes (InsmnglOutsy+ing; OXX6: Category: Roogng. f4171624-fifi44 PE-.5p166 (954)772-6224 29 zc. Thermal Fiber-Clil lc and Smooth -Star 19Ufatlon) Nominal%##9908iquot,Non-Impectaquot Glazed 1V$112022 No Yes No NIA sutCategay unaaneyments karn_adan�ramko.com Composite Edge' Fiberglass Single Door with 3M9.0 Compliahce Ma4l EvaluatlonReport ton a Sidelite(s) (InSw nglOutevang, XO, OX or OXQ Florida Registered Architect ore Udall Fiord. configurations) Professional Engineer 30 zd. Thema-Tru Fibat-Classicand .Smooth -Star Nommal 8&#39;08guot;NPn-Impad&quct Glazed 12/3112022 No Yes No NIA I I I I .. -, . -: - - Corti Ed eFiber lass Double Door with Peelle 9 g `Bt#t2328-R3Aroauds _. _, - - � <." .- ?. '":-:. A - �: _- - - -'.: - 38dKi9:OSideltes InswM Outswin ':OXXO ( g; _. 'DuaiRv Assurance:: Aoprowtlfor Usa. Auoraved f�Usa knmd Deralearn 31 as Tplarma-Tru Fiber-Elasstcantl:Smoottf-Stet configuration) Nominal 78u#39p &quotNon-lmpad&quot.Shaker 1213112012 No Yes RW NIA. Seek Product Model, Number orNanre Product DaserMi. n Conical £.vatian Date, in HVHZ Outside HVHi Resistant Prtssure Series Composite Edge Glazed Fiberglass Single t TAMKO Roo Underlayments(HVHZ) Roof unaepaymerb for use In F BC HVHZ OarA2023 Yes No NIA NiA Door with or Wthout 1 W9;2Side lde(s) Jurisdictions. (InevornglOurtay/Ing; X, OX XOror"OX0 corifiguratrpns) 2 TAM1(O Roof Undenaymerls:(NON1 HVIrIZ) Roof unded.ymenFa for' use In FBC nd1-HVHZ 06292023: No Yes NIA NiA luriedlotidns,. Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/1512022 F LO6259-R31 Code Er dV r Date Date Date =2 Status Type Version Manufacturer Contact ELg r e Validated By ValidatedSubmittedPending, Approved Approved Revision 202t) License P4LYGLASS USA Maury,Alpert, n John VV. 101251202010122/2020 FBC 1 2115l2020 Category: Roofing S9542331330Sn 1pert@polyglass.cam Robert Nieminen Knezevich; PE EA-imal Subcategory: PE-59168 (954) 772-6224 11/01/2020 Underla ,m ents Y Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5259-R31 Products QualkVAesuratice Agipravedfor Use 6= Vedigr Use Impact Protein $eq# Product Me", Number arName Product Dal ption rf ordract Extdratlon Date In 14VHZ outside HVHZ Resistal Pressure 1 Polyglass Roof Underpayments Roofing undodaymonts i0/2tT2022 No Yes. NA +NfA7-G12,5 1 Pplygiass RoofUndertayments:(HVHZ). Polyglass roorunderiaymehts peruse In FB01223/2023' Yes No NIA IVA: HVHZ lurisalollol 2 P8lyglass Roof Undedaymeil (non-HXH7a Polyglass roof undenaymertts, for use in IZ23=3 No Yes NtA *NIA/-622a FBC non-HVHZ judsdi.flails 1 Polyglass Roof Undedayments(Fil Polyglass roof urlderiaym elks for use in FBC1 w2acol Yes No NIA NIA HVHZ )uriadictions 2 Polyglass Roof Undedayments (non-H VHZI Polyglass roof underpayments, for use in lMN2023 No Yes WA eN1At-622.5 FBC nnn HVHZ Juriselladons. 1 felyglasSRoof Undedayments'.(HVHZ) Polyglassro&underlaymentsfor use In1`130I 2312023. Yes No NIA NIA. HVHZ jurisdictions 2 Polyglass Roof Undedayments:(non-HVHZ) Polyglass roofunderiaymentsifor use In 1212312023 No Yes NIA +N1AC-522.5 - FEIC non- VHZ J urisdictione. H 1 Roo'Undeda m :ts HZ I lass odu-deria. a o use F13 •IV2312023 Polyglass 4 Yen (iIV ) Po yg r n yin rite for s n C Yes No NIA NA - HVHZiurisfietions:.. 2 PolygessRoof Underfayments(non-HVHZ) Polyglass reofunderlaymellts,for use in 1212=023 No Yes NIA -Ni FBC non-HVHZJurisdintians. Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of illa'2021 $,qdg Entity br. .,,figData Date Pending owe T oe Version Manufacturer Contact; arbitrator & License: Validated W Validates submitted POO Atonal Aoomved Watl Rol 2020 MITslt'ind, Erin Waldoo' ICC Evaluation Sol LLC ICC Eveualon Service', 08/112021 08/102021 08f122021 Approved Category: Structural Components (952)886-8635 LLC. Su,CAegpry: Thl Plates evaldejR, di.com 4205) 599.9800 Cortµrnance Mailed: EValudlon Report from a. as Proevd Evaluation Entity ll .: ' ` - , t.SiHa7 Pi'adrlLb-' QuallIyAssurarm Approved nor Use Approved for Use broact Dechon 92" Product Model Number or Name Product DeserIl lot Contract ExplrarloirDate It1HYHZ. Outil HV R.I.tw Pressure 1 M16AHS 16 ga. high strength h'u.s connector Pima 12731I2022, Yes Yes N7A NIA 2 M188HS. 18:ga sugar high sirenethuu9s:saineater Plato 14312022- Yes Yes NIA 'NIA 3 MH 16 i6: ga- truss cannectoplate 121`312022 Yes Yes NIA NIA 4 MT18HS 18 ga. high strength truss conn.da Plate IX312(122 Yes Yes NIA NIA 5 MT20HS. 20 as high strength truss coMeaor Plata i21312022 Yes Yes NIA NIA 8 TLi6. MHa 180. tNss-ader plates 12131QO22- Yes Yes NIA WA 7 TL20. MT20 20 ga. truss, connector plates 12(31r2022 Yes Yea NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 at 1V.021 Cole Entity P 2111 Do pate Pending Mee. T ere. Volition Momufaetural mormarr& Llcansa Comeet E VaBdatad BeHv `tto Fac Ap a Vagrlatatl ubmi tml rd Aoorova Sat a Sid., R . 2020 Ml Window end Dears e spot 5 n Brent.8di er American chko lilml Steven M. Url h PE rig N 4. loms12020 It t)2020 1a, 10r15/2020 PPP 'roved Category: Windows (717)385.3300 Moruf.cluranr Asictiation (?I7)317.8454 SubCatego r. Hdlrnhtai Sprier baftl1rouC.mlwdcgm Compliance m6ared: Cortifloation Mill amottle ' 'Products F L`AfaRB £:. 2 - - - - Quality Assurance Approved for Use Approved for Use Impoidt Doll ased A; Product Model. Number or. Noma Product Cesmilftu contract Eo,k,imt Data In.lil Outside HVHZ Rasrstanl Prasur 1 HIS 1 N Fin and Range Frame 73.02 Insulated Glass 02M82024 No. Yes No o$IV-55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.I oft I02021 Q116111, - Entity ar ,Mi, 1k.- 0*4 Petrdino Date 1"ca,.. Version Manufaetuer: contact Engineer& Licaose :Validated ay. Validated Submtt'ed FBC:Apareval Aprties status. Revsmn 2020 MIYtnda sand Dbots Brant Sltliner: LuiaR LanesPE :Eleven 144l PE 1:0/0672020 10/00. 020 � 10I19f2020 .. 12/15/2420 � roved .. Catel Windows, U17) 365.3300 PE-62514 p1'( 3M7.8454 . .. - subcategoy: V.15cos bstlhroremlurd-cam' CanplhancsA dhad: EvaWatlgl Report it-. Florida Registered A,dl era. Licensed Rortde Proressioned Engineer - ESi¢s5:t £t a products, _ aualitvAeeuranca Aoorowdf use Arprsoadfinus. - Impel .Colic, Salk ProduG Modal. Number or Name. Product Description contract Exuhatlon Date. In HVHZ DutSlde RVKZ Resistant Pnrestiro 2' 6704 Vertical AluniidumWill- 12312024 N'o. Yes. Yas NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval. Application Detail page 2 d2 10R2021 COOS Rmuty or once Date Dora PMaM Date Type Version Manurachlrer contest Erlainoer A License Validated BY Validated Sgh.1l ESC Approval Approved -%at- ReUsign 2020 All Nick Thompson Lyndon F. SchMdt R.E. Ryan J. King, PE: 02/152021 a2n52021 021222021 (14113M21 Approved Category^. Panel Walls- (330)sm22389- PE-43409 (613) 767-6555 SubCategary. Sotto nthap,... suall.-gcpV' CO.Pllatic.Mdhpd• Evo Watlen Report from a' Florida Re9IM-dArchileotara Lldenaed Flood. Professional Engineer 4lillt52t2-R9 peuduete ,. -: -:-- :toolson -.. - .: -. Cuafily Assurance Ramer fa Use, Aeon-wed.for, Una Ippggl, S R Waduct Model, Number. No.. Product moorlirl Contract Explretlon Data In HVHZ Gull HVHZ Restertant Pressure t a. &quot2TSgaot Bork Vent arSold Vinyl SO* 12I312023 to Yes No NiA 2 b.&qudAili... T4ilhoo oft Vent or Sdid VPA Soft 121312023 No Yes No 'WA 3. c. "uatGreenbnar Mobs. Beaded&f199; Soffit. Vent or sold Vinyl .Soffit 12t312023 No Y46 No NIA 4 d.&qu5t'DS&quot ScAft Vent or Sold M" sort 12131R02]: No Yes No NIA 5 a &qud.Chdor C.Uquol GrAt Vent or Sold Vil 12mizom No YEa No Nil 6 I. Ito- Super Span$quot, S. it. Vent or Solid Vinyl soffit 12f312023 No Yes. No NSA Florida Department of Business& Professional Regulation pager of Building Codes and Standards. 102021 Product Approval Application Detail Code Onlity or we Date Date Parldlrea Data T"be 1_2U Manufadurar CoolEnoln&Drams, ValidatedB, V lr"datea Srgma FBC Astral 9gE"...Je aikgtgS Revision 2020 I.N. Thompson, Inc. ripe Thompson Arcnllectutat Tony Christman Zachary R. Fill :.Stevan M Urich, PE 09fl 72020 09"IM020 092?12020 12/152020 Approved Metals Company ITAMC Cn (8135248-3456 PE-74021 'f717)31TZ454 Category: Retiring; tanyagomslocatin_9 cam subCal"ory'Rooll Accessories that are an Integral Part little: RodtngSystem Compliance Method: Evaluation Repon'trom: a, Florida Registered Architect ova Licensed Floridz. Professional. Engineer -#1RfeetaR9 Rntruats _ 6uafiN Assurance ADMawediMUse Appinrl for Use Impact _. Cal sae#. Product Madill. NrarberwAharp, Product Description Conned Esdhatipn Data In H1fHZ. Duteide HVHZ Resistant Pressure t' TAMCO Flat Tqa Off-Ricigo Vent with Bafflef it 26 go. .late with bathe 06VO012026: Yes Yes NIA NIA 2 TAMCO Gooaaneek'Vent 26 go. 09/09/2026 No Yes NIA -08525 a TAM00 Ofi Rldga-Roof Val Baltic . 26 Do.'staticroofvditildorwith integrated baffle 08N912028 Yea Yes NA :NIA 4 TAMCO Round Top OtFRidge Vert with Battle for Tile 20 gA! state ro.iverelatora4th bama 0VOW026 Yes Yes MIA NiA Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 I a2021 Code Entity or Date g{e Dare, Pending Me Type, version Manufacturer Contact Enolnaar8 Lrr:ousa Va➢dated By Yalrdatad Submitted Relic Ansel Artorovad Status Re,vislon m20 MI Wind -and Doors Brent Sitlinger American Nchieelunl Steven M. U ldh, PE 11221202(1 11222020 1128/2020 Approved Caag Windows t717) 383300 Mart i.adurers Association (71h 317-. 454 subcategory; Fixed. bsidin' a m-no,d g r®.mi Compliance Mvlholl: Certification Mark: a Listing L 53dg:R1t oduds ". ftd>�3 _-.. -. - , . Sea# Product Model, Number or New Product Describes rr a r Quality Ass. -. Contract EcpkMldtl Dare AnrrmVod In for Use AocMvad far Use. HVHZ outside NVHZ lalga4t Q.4:y19n Resistant pressure 1 185 PW 73 x 72 Insdaled Glass 0410312023 No Yes No +601-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page4 at 102o21 cgdp -Entity or Dot Dal Eager Partial ,Data Me. tendon Manufacturer CeritaG EAgiitear & ucense- Validated By Va I' 1 a submitted FBC:Arpir l ApnYnuad. Statue A r atlon 2020 PG7 Intlstnes: Jens RmW-1-Dade D-CER Meornil SCCO- VAL 1110572020 11f052020 11l1172020 Approved Cd.esxy Wlhdocve. (941) 485-0100 (780);315-9590' subcategory: Rarlliens. )resorcsklappindusrdesc Compliance Method: Certification Mark orUsing om- fFlk2&f=n P odcdl - - -.... - Duality Assnr.nue Aoorored£or Use Approved for Use rmwct Doi $009 Product Modal Number or Name Pradud Description Contract Emlratlon Date k1 HVHZ Outside HVHZ Resistant Prosature 1 Mulllona faAJi Ded" andyindoe"r Aluminum Mullions- 051262026. Yes Yes Yes IVA Florida Department of Business-& Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of'2 102021 - _Coda Entity a Data Data Pentl;rw Oahe Version Manufacturer Cents Engineer A License Valldated&1 validdeg Submitted fSCAmlroYal Approved status Revision ZD20 GAF Mlohael Men RWerr Miami- John W. KnezeNch, PE D92612020 013212020 10102r2020. 12(15f2020 Approved Category: Fuel (800)766-3411 PE-Seloo (954)772-e224 Buhr-ho y Aspheltarlogies metlah@gattem Compliance Method: Evolution Repdd from a Florida RoglsteredArehitect or Licensed Florida Prolosaiandl Engineer EtL - _. - Quality Assurance Areroyed for Use Apemvedfor Use Impact D.s $eed product Modal. N-It er or Name .Product Desorladen Contract Emiratioo Date in HVHZ. outside HVHZ Resistant Pressure. 1 GAF Asphalt P.00fShingles Flbergl se, reinforced 3-t.b, laminated. 5•tah and 17J162022 No Yes MIA NIA hipmdo, asphaltstthogies. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application petal[ Pagel of 1 102021 ,Code .. _Entity or - _ - Datg.:. We Date Pending eY Dta Typo Version Manufacturer Contact Etrith-&Diets. Vallddad Sy Validated euhmlnad FBC Approval AnaroVed Status R ,. erosion 3020 Florida Mets1Products Ind. re, Clark Jones L. udder. P. James S Ei� Url h Steven M. c . PE 9 20 02 0627I2020 0 25120 10104n 0 12/1612020 Approved Category: Roofing t904)783-4403 CBUCK Engineering t717)317-8454 - Subcategey. Reefing: Acae6soriEa that are an corktghemcoGpm PE-31242 integral Part of the R.1Ang eystem- Compllanca Method:: Evaluation Rapod from A Florida ReglsianedArchltad ova U-sa l Florida Professlmel Englneer :' FL#aintia-R2 Preducts YJality Assuaance, Amrovedfor Use Approved For Use 11 C Design S.00a Pradud Model. efiallier or: Name Prothro, Description Corral acrinal Date In HVHZ Dutside HVHZ Resistant Preswre 3 3- FLAMCO &quN:RV 10 Ridge Vert&qtl Aluminum Ridge Vents forpitQhed rools fabricated 121312024 No Yes No NIA from 0.025"Aluminum Florida Department of Business a Professional Regulation Pa➢at oft Florida Department of Business & Professional Regulation Pagel 03 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 117r2021 Building Codes and Standards 11712071 Building:Codes and Standards 125r2l)22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Duch Entity Cape late-; Data Pending ague Code Sol or .Raga We Date pending net- Code EntIN ar Date Date Date Pending Dais oe: Y... wo Manureacton, Content-- Endlo... &Literals Validated ay Vandal Sol d. FBC'AUp al Apthe ed. "mairl2 Tvue: Version Manufacturer Contact Engineer A License. Validated By VattJaatad SWrmi(ted FBCAcdroral APga-d Status Two Version MenufacWrof Contact. Engineer&License Validated Valideted site ldod FBC Approval Approved Status Revieio 2020 Larrenso n ne PE. SL a Ur' P Katrina Jetty James L. Buck' r. P av n M. fen, E y i 123202A 11/232020 1129/2020 d' m PBC All 9 PP Revision 2020 Bard Routine Bra Ro 9 A dome Robot AP ro ` I ate Ik r Arco- I I MO Uni rm EVa u n G W Wa a art 9'ilg3)2DZ0 1 ilOD20 0 2 11N51202(J _ App roped Revise 2020 n Glc of retset Products, LL 4 P Ion Pr C Tim abin on Walter .T l,Jr.,. J K aza PE T R s A Ip J P ohm VV. n I 9168 0 0' 10 0 IDJOI12 0. 0 2 2 09 BJ2 20 02 1 1520 0` ZI 1 2. roved Approved Pp Categorys. Roofing (501)fl83-67@3 PE-31342 (717)3i7-8d54 - Catagary•RooSrig. (801)3@06091 ,8¢rvlceS LLC, (205)854-01fi0 Category: Shutters (954)6897545 P&44167 (954) 772-6224 SubCosgdry: Roofing Apcossales that are an kialoyelomarteoxom. subcdogoryr.Roofing Tiles RebinAndersonlabord.ca Subcategory: Storm Panels hm,robinson@Uppent.com Itnegrol pert orihe Roofing System CompliancaMatAode Erelualon Report from a on Compliance Methiad; Evaluation Report frorna Coniplued. Method: Eviumlion Report. from. Product Evolution Ep* Florida RegistaredArehited or,a Licensed Florida Florida Registered Archhector a Lkensednoritla -, .. _ -. _ - Professional Engineer - HYNes5iwlal Engineer FlAdcu -Af2 PradUdts _: -.. __. - .__. BProduds : __ _... , .. _ Assurance Approved for . Use Approved far Use Unpad Deslan Pl:#d.6Q713-R8 _ PmduCts. Phitf7202- - ..: ,:f - . , . -- ,'1,.,,E, .:IaV _-' es Product Model Numb r w. Napo nI all - Pradud Description) Cortraet Fx r on Oat a ktHVH2 s de, HVHZ "side n Reaieta t P re Q uali Asgu panne �Y A a roved for Use Approved for Use 0 J r pip DUMhY k55Urallae Ap Ol.yetl for Use Ao roved for Use P tact _ e On Im b sl 10 .sip &anon Shako, State, Count 61rae Split Old En ish y f to Country N.. FlatP epic -Den .CO 12/312620 r van , N. Yes IdfA NIA S rF Product oriel Numtiarpr Name M Pro udt D sent Ig Contract ct re, arc to in HVHZ Outside HVHZ d a td n C n a F_xp) U Da I H _ RasktaM Pressure se€ Product Modal, Number or Norma Product Descril contract Expration D In HVHZ ourslde, HvH Resistant pressure 17. Thatch & mP Impact -aftenys00-sm..:Shake R.smp: Split Shake Flat Probe -Stockton. CA 12(312020 No Yes. NIA WA 1 20 Gage Galvanized Steel Storm PaneIsMVHZ Corrugated GaNanized�eel Storm Panels retained 12131120Y2 Yes Yes Yes NIA or 1 Deck -A CA-4 TRI-BuiR back -Air DA4 Loe•Ptah. Pol ypropyl.ne Plastic, Roa.Venl 12l102025 - <c Mechanically Attached tel PyAdootl peck; No Yes No .B?'gW-g7,g Seca n -SI t - °S Split Shake ak, Shako&amp, ph ha I. Prof -. is 12 112020 Flat ill Flee GA 73 No Yes NIA NIA 2 24 Gage Galvanized Storm PanelslNHVHZ or not by tracks to. provide hurricane Protection, i• Corrugated Galvanized zed Se Panels 12131I2022 No Yes Yes NA 1& Ill 20 2F 700 o sexony700 Shake; slat. &amp.;Split Shake Saxony 700- Shake; Side&emp; split Shake Tales Espana 1112malma Flat Profile Stockton, CA 12/312020 Flat Profile -Risk. CA M112 0 High Profile -K.i;, rX 21312a20 I No No No yes Yes Yes N/A N1A N(A NIA NIA MIA hurricane or net by tracks tcprovidehurricane protection. 28 Villa Law Prose - Katy. TX 12131)2020 No Yea NIA MIA Florida Department of Business & Professional Regulation Page i at 1 Building Codes and Standards 1252g22 Product Approval Application Detail coat,g. Entity or Dig Data Date Pending Dale Type Version Manufacturer Contact Engineer &Lcense. VaHtlate&t3V Validated Submitted FBCAooroval Approved statue Revision 2020 All American Shutters and Glass Mike Barbieri. Flank. L. Bernardo, P.E P.. Troy Bishop, E IO 2020 10 r.2020 111 2020 01281 livl tl§! 121 5=20 Approved 1 per Cate-gol9r, Shutters 5 1 712-9882. PE-0046549 (6) 854 ,W-0880' ( ) subcategory;"Storm Panels mikeboalbmerreanshutte, Compliance Method; Evaluation Report froma rsoom Florida- Reg atered Architactora Licensed Florida Professional Engineer = .=°-tSt1'I865M2SiProduots „ .. - Qualltv Assurance Approved Use Apbrovadfor Use 'Sri impact ': .. Design ProductModal.'H Se" Prod Hum Pro uct Dasc i t d d r e i n ContractExpiration Dents in HVHZ. Outsldd:HYNZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 24ga GaiwanlzedSte.[Storm Panels 1MV2M2 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page4 oil df14/2021 SgP3 F,DViY.BC 2" .out5 vat. Pendino TSBe VOM1611 Mantdedtiicer Contact'. Moral License. Validated By Validated submitted PlICAm royal Aaorov.d 41ar%g Revision 2020 Weyerhaeuser Reb BAldWln ICC E,.Natlon S.rme..LLC ton Lehrer RE. OW22021 f0113TZ020 02NW2021 APprovbd Category. Shutturai Components :-6 7fi (25 3) 924 4 ( GOB ) B39-32&B' _ Subcategory- Engineered Lumber Rcbed.Ealdv loewoyerh2 Cemphance Mdbod: Evalual. Report from a .-cam +fc;z�5irx1t: Prorhlids, Product Evaluation Entity - - .- ., -" . ;_ - Cushy Assurarias Aphe �' _.,-- : or Us, Aparmadfor L Use ' Im�ct op r � Seafk Produef:Modal Number or, Name Productpeserletlen contract Exnlratlan:Date. in HV41L outside, HVH Rosalstan Pressure: 1 Mlcrollem LVL Laminated Veneer Lumber 031312023; No Yes N!A N(A 2 Parall.m PSL PerelletStrand ,Lumber 031312023,: No Yes NIA N/A 3 Timhar5hand: LSL Lemlddad Slane' Lumber 03/31l2023 No Yes NIA 'NiA 4 TJ RIM Board SlNctuiat Composite Lumberal-OrlemedStrond OW312023: No. Yes N/A MlA be to Rlm Board 5. Weyerhaeuser Rim Board Counted St." Board Rim Board 03131RO23. No Yes MIA NIA Florida Department of Business & Professional Regulation Building Codes and Stanglards Product Approval Application Detail Page t of i tJ7=1 code Entity oror ,gate. .ewe 0mopo do lna .4al.4 .. Ity e. m.. version. ManufadHrto Contact Ell Validated By En Validatedt Submitted f eC Abel 9gareY-B. satP1US Revision 2020 Alpine p9 Stuart. Lewis ICCE W.g.n Sam�d.. LLC WBItam M. Ranted, PE 1013112020 4012212020 1 5 020 XI 20 tir0521)21) Aup ruled Category: Structural Components (321) 710-3V7 (40'ri 661-1917 SubCategcryl Truss Platen siawls Q.1ploegw.eom Cmnpilarece Method: Evaluation Report from a Product Evaluation Entity ti&JIMPhroditeap %anion.. � � Dual Hy Aa Approved for the o oved£or Us. Appr Im ad ,�)� peel o �r Sea if :mutt Model, Number or Name Prodil Dascrlttticn Contract Exdtrallon Dale. In HVHZ oulsld.11VH2 R44s16m pressure 1 yJ CGI H en th ' S': IT B A ne rein. Ill Alm . kN (9h. B P 1 Metal connector t n aPlae 1 V51f2024 Yea Yes MA MIA 2 ITN PCGINPItre Hill Prate Metal Connector Plate 12/31/2024 Yes Yes NiA NIA 3. ITWSCGNIpine TMlar Metal Connecfa Plate. I2131l2024 Yes Yes NIA NIA 4 ITW 13CGIAlptee Wave Metal Connector Plate: iV312824: Yes 'Yes. MIA NiA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of2 srera2l Code Entihi'.r Pdt. •pgm pgtz PeMdlna Ditto; 'l Venal n Manufacturer cenlnot Eneineer A -license Validated By Validated $ubmNted FBC.Aooraual Atud, Status Afiircnatwn 2a20 t Alpha Aluminum. Inc, Jo9e SIvO' Lute, R. Lomas 0 20 Slavah M. 4rldh. PE 11f1 tJV20 1. 16/2 20. 1 M 0 1/262020 rove i Approved Category Panel Wells :(407i 509-20UB PE-62514 (717) 311-8454 Subcategory- Spirits elphlialuminumip®yaho CompllarrceMethod: Evaluation Report home o.ddm Rend. Registered ArehRecta. Licensed R.rda Professional Engineer `hrEf834A.R513odu' - - - fk- . , .... - .. - .. - �:- NDolldn odmllty Assurance. Asuroued for Use Aupr4Vedf0r Use Impact a-o1A Product Modal. Number gr Nam. Product Noscriod.in Contract EmiratlopData In HVHZ Outside HVHZ Resistant. Pressure f :Alpha Aluminum-$0146amp: Vented Aluminum soft Alpha Aluunnum'eolid amp; Vented Aluminum a7130r023 He You No N/A Cl aornp,.Woarf:. sff tf Cl &amp wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1r2D24 code Eft .De" pate Peoulno .ogle IygeVarsom Malmorthherbuna Contact Enotnae&License Validated V l?aaea Suhm Fac A'norrand N8Er-2.tl_ ¢6s(66 Rev.ign 2020 Control Concrete Produdelno, Robe" 011ls Samuel A. 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PA 1.3 � U) CO (D > C- 0 MIAMP, MIAIM-DADECOUNTY PRODUCT C"TAOL SECVON rF.S-vfrner� L- Q) 0- 0 CL 0 ,DEPARTMENT' Of REGUIATORY AND ECONOMIC MOURCES, (RIP-) 141805, SW 16$treet, ROM 208 Cait-Creta PSA LLC Cast-C=rjM&LLC CMECret*.jLSA LLC (D BOARD A" CODE ADMMISOAVON-DIVIVON MiwnL Flozid4 �3175-2474 -315 $90 F(786) -2,$" P OTICEOF ACCE -PWCE:, 'F,3�ENCES `TRD 10-11a OF AC-C—V-PT.AN":. VBMIT NQU<Y, OF, &CCEPIA&CE: VIDENCEffilaWTTED CY) 0 U) C CU -cu NOTICE OF ACCEPTANCE JNQAA =3 Cn (D -0 C-) 1. EVIDENCE SUMV11TTED UNDER PREVIOUS APPROVAL403-0605-04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209-12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 a) C4sVCrete-U$rA, LLC 6324 County Road $79' A. DUAWINGS DRAWINGS A. DRAWINGS 0 0 -Florida 335M 1. Drawing No. FD 4612, titled 'Tre cast and Prestressed 4, mial Details "� sheet I of 1. L Drawing No. FD4612, fified' I Precast and Prestressed L inte I Dela its ", shee t I of L Drawing No. FD 4412, titled "Precastand Prestre sse d L W, e I Dela ils "I shee t I of 0 LL C= - - Co +- CU prepare d by Cra tg Parrino, P. -E, dated March 24,2 003 and Draw ing No, L T4612, titled 1, pre Patrino, P,E,,, 4atedMarch 24, 2003 and Drawing No. pared by Craig, 1, dated 03124103 and Drawing No- LT4612, titled "Cast-Creie 4"' 6" & 12, 0 .j.- (n M 0 > scoft `CofCrete 4` (P & 12 "Zintol Sqf� Load Tabley" sheets, J iheough,3 of 3,preparodihy LT4612,,tjtledVqst-Crete4"' 6"4-12"Lintel$afiiLoadTab1es'1 sheets, I Lintel Safe Load Tahles sheets I through 3 of 3, last revision dated 06112114, all - -0 E (D 2 This NOA is beingissued under the applic*v rules and regulations governing the use of construction materials. Craig Parrino, P-E., datedAfarch 24,2003, last revision #1 daedAprd 28,2003 both through.3 oft Prepared by Craig Parrino� P. 4, dated March 24, 2003, last prepared, signed, and seated by Craig Parrino, P.E., on 0,8119114. Cn CL co The dmumentalion submitted has be ft- reviewed and acce pted by Miami -Dade County Rm Product Control se' drawinp,s�pedtmd oledby Craig Parrina, PX, revision dated March 11, 2008,,all signed and sealed �y Craig Parrino, P-E., on C13 4-CD - U) < Section to be used in MiamDade County and otherareas where allowed by the, Authority Having Jurisdiction I B; TESTS March 22, 2012 R. TESTS ( AtM, 1, Test report onflexwal testigon 4 "1 6" & 12 " Precast Concrete Lintels Allkdotd 8� TESTS 4 Nona This NOA shall not be valid after the expiration date stated below. The Mani-Dado'County Produ C atrol a 0 �Tnfdled,Mbdelk, total of (13) concrete thitel specimens� per ASTM E-529-94, prepared C. CALCULATIONS Section (in Miami Dade County) and/or the AM (in areas other than Miami Dade County) reservr. theright to have hy.4ppliedResearch Ltiborateries, Report No. 30404A, 4ated, 64110103, signedand 1. Caculationsfor Cat -Crete Lintels� date(t 08119120,14, pages )A 201 through 14,236, this product or material tested for quality -assuranco purposes. If this product or material fails to perform inthe sealedby Christopher A. Ramon, P.E., C� CALCULATIONS pmpared by Craig Parrina, P.A, signed anti sealed by Craig Parrino, A K accepted mantitt, the, manufacturer will incur the expense of Such testing and the AIU may immediately revoke, 1. Nonei tnodily, or suspeod the use of such product or material Within tbeirjUTi$dictj,0n. RERreServesthe Tight to revoke C. -CALCULATIONS D� QUAUTYASSURANCE this acetpWor, if it is detemined by Miami-Datle C4our1jyProduct Control Section, that this product or material L Calculationsfor Cast-Crelle Lintels, dated 05129103, 207pages, prepared by Craig D. QUALM ASSURANCE 1, hy,Afiami-Dade County Department oj'Regulatory and EconomicReslource$ (RER), fails to meet the requirements -of the applicable building code. Parrino, PE,. signed and sealed by Craig Parrino, -P-P, 1� By Miami -Dade Counly.Departmentof-Permilting, Bhvironmew, and Regulatory -4ffWry Z Calculations, for Cast- Crete L Wels, dated 0",91031, 140 pagesi prepared by, Craig K MATERIAL CgRT]WICANION'S This product is approved as described herch m4 has been designed to comply with the High Velocity Hurricane Parrino Parrina, AE. J - P.4, signedandseatedbyCraig t. MATERIAL ZRTIFICATIONS C 1. None . of the Florida Building Code, 'OnA Z 1. None. MSCRUMON. ( Cast-C, relt) 411,6",,& 1,2" High stroogth Precast and Prestressed Concrete rintels 1), MATERIAL CERTIFICATION: V. ObWR APPRum ]DOCUMENT; Drawing No. FD4612, -titled "Premst and -Prestressed Lintel Details", sheet I of 1, 1. QzWjV,4siem Manualfor cot-crete Machine Made PrecastLintels revised on M4y 1, OTHER L Leilerftom Cast-Crde USA, 1w., dated 0811912014, signed and sealed by Craig prepaiodbyCrai ParritioP.E., dated Mar;h,24,2003 and -Drawing No. 1,T4612, titled "Cast-CreW*` CI&II" I 2,002, L Letterftom Cast -Crete Corporation, dated February% 03, 2012, signed andsealed Parrino, RE, certifying compliance with the Ftorid� Building Code, 2014 Edition. Lintel Safe Load Tables." sheets I through. 3 of 3, prepared, by CrajgPArrin0,,PE, dated March 24, 2003, last �k 2. cot -Crete Quality System vanualfor PresteemdProducts dated 2002 by CraigPorrino, P. K, certifying compliance with the Florida Building Code, 2010 revision dated June 12,2014,, all signed andscaled by CraigPornno, P.P,.,, on January 22,2019,, all beatingthe 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami-Dade'County Product Control Revision stamp with the Notice of Acceptance num bvr and the pipiration 2, EVIDENCE SUBMIT TFD UNDER PREVIOUS APPROVAL 9 08-0320-09 A. DRAWINGS date by the Mlomi-Dadt County Prod'oet Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321,07 1. None. z MUSILF, hIPACT RAMG: Large and Stuall Missliefinpact Resistant L Drawing -No, FD4612, titled "Precast and Prestressed Lintel Details". sheel J *j 1, A. DRAWINGS WELING.- Each lintel shall bear a permanent label with the manufacturees name or logo and the Mmimi-Dade prepared by CrufgParrirto, dated Mbrqh N� 1003 and Drawing ft. lr46,12, tilted Mone. B* TESTS County logo- "Cast-�Crete 4", 6- & 12" Lintel SafeLoad Tables', shaeu I through 3 of 3. prepared by 1. jyChe ftNtWAL of this NOA shall be, consid=d after a renewal application has been filed andthero has been no Craig Par?,bzo, P.-E., dMed Marth 24,2003, 14strevixion doledManch IJ, 20ft III TESTS C. CALCULATIONS W change in the applicable building o9de-nogadvoly 4ff*Wng the,performance of thisproduct R. TESTS TERMWATION of this NQA will occur after tlie expiration date or if tberehas been a revision or change in the 1, None. C. CALCULATIONS materials, ijs� and/ormanufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE produc� for-salos, advertisMg-or-anyotherpurposes shall automatically terminate this NOA, Failure to empty with L By Miami -Dade County Department of-Replatory andEconomic Resources (PER). anysootion ofthisNOA AWl be cause for termination and -removal ofNDA. 1. Nohe� D. QUALff Y ASSVPANCE Ell MATERIAL CERTIFICATIONS ADVERTIMMENT: The NOA number preceded by the words Mami-Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami-Pade Counrybepartment of Regulatory and Bconomic Resources (REV. 1. None - the expiration date may be displayO in advertising, literature. If any, portion of the NOAL'S displayed, then it shall pliance Office, 1. By Afiami-Dade County Building Code Com be done in its eatirety- E. MATERIAL, CERTIFICATIONS F. OTFEM INSPECTION: A c0py 011his entire NOA shall'be providedto the user by the marvafam= or its distributors and E. MATERIAL CERTIFICATIONS 1. None- 1. Compliance Letter -with the Florida Building Code, 2017 Edition, issued by, Cast- shallbe-available"f .,Or inspeeboh at the jobsite tit the request of the Building Official. 1� Atone. Crete USA, Ina., dated 0,810&17, signed & sealed by Craig Parrino, P. K Ais NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submittedpages E-1, E-2, E-3, E-4 and C%4 (D -= :- U-5 as weft as approval document mentioned above, Tha submitted documentation was reviewed by RehnyL A, Makar, P.E., M.S. 'Prol elmy A. Makar, P-E., M.S. �Uct j>�y A. Makar, P.E., X$. C:) 6 05 - 2- r- C= 91� I I N04k W20-"30.15 net nirn, section'supervisor so. 2"630.ts r� (control Section supervisor SOA No. 70-4630-15, ]Product Control Section Supervisor NOA No. 20-0,03015 oe CU C.'D M >< Lj- '14N=1aWW==Wr Expiration Date. 09/1 WM3 Uptration Date� W11/2023 091111A 23 Xxpw ationDate 09111/2023 L, ,Ln Approval, Onto: 0&20/1020 A#provat'Daw� WW,/2020 ApprovAlDate- 0WO/W20 0 Approval Dftte. 8/20/2020 Page I E-1 R-2 E,3 E Cast-c�rete L% —LLC CajL-Crete-U$A L ,,L C LIOTICE, 2F ACCEPT, ANCE: EVIDENCE $U_BMITTED NOTICE OFACCEPTANCE.- EMLENCF, ff BMff TEp 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A� DRAWINGS A� DRAWINGS 1, None. 11 None� B, TESTS, R. TESTS L Alone. 1. Nom C. CALCULATIONS C. CALCULATIONS I None. L None. D. QUALITY ASSURANCK D. QUALITY ASSURANCE 1. By Mr0mi-Dade County Department of Regulalmy and Fxonomic Resources 1, PyAfiami-,Da*Counly,,D4wiment6f.Regulid6ty,4ndEconomic-Roources(REN)� E X, MATE10AL, CERTIFICATIONS E. MATE RIAL CERTIFICATIONS 1. Xone. T None� =3 F. OTHER F. OTH)KR I. Compliance, Leiter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the, Florida Building Code, 2017Bdln-on, u -d y C t use � as U) Creo USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P. K Crete USA, Inc.,, dated 08108117, signed & sealed by Craig Parrino, pS CU S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # t9-0130.14 2. Compliance Letter with the Florida Building Coik, 2020,5dition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed &sealed by Cpaig Parrino, RE c) L Drawing No. FD4612, titled 'Precast andPrestressed LwelDetailslt sheet I of > L- CL 11 prepared by Craig Parrino, P. E., dated March 24,2003-and Drawing No. Lr4612, lified 1'02st-Crete 4 ", 61� & 12 " L intel Safe, L oad Tables, ", sheets 1 0 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last -4-0 revision dated June 12, 21014, all signed and sealed by Craig Parrind, P. R, on CO-) January 2Z 2019- B, TESTS 0 1. None. CL C. CALCULATIONS < CD 1. None, U) D� QUALITY- ASSURANCE M M 1. By Allami-Dade County Department ofRegu1aiary4.vd.Economic E4 MATERIAL CERTIFICATIONS < 1� iyoe� o- —0 F. OTIIER 1. Article of Conversionfar a. name change. 0 LLJ C,Mejuty, A. Makai, P X., n-& Helmy A- Makar,,P.F,,, M.S. < 'Product Coutrol'Soctioa Supervisor Product Contral NO* No. 24634.15 NOA No. 20-W045 z E*ratiou Date: 09/114023 Upimfloo DaW, OWI(VU23 < Approval0ate: 0=2020 ApprovalDate: OM012410 E-4 CL SHEET NO. May 27, 2022 11 PA 1.4 /TILIE( \0- TILLIIF TE'STiNG 8 ENGINEERiNG COMPANY ATTH A. .LL.--- TTLLI7 - jV R . F.b , rsI , Iz1tG ao).cDm YLP , Y 4414" ,H LeLY11E R: FL u �;� ArI� rotla; Iv PRODU CT EVALUATION REPORT REPORT NO.: 24.0728.01 DATE: July -28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SU - :ATE C? B G, GORY, . Storm Planela PRODUCT NAIIIE 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER; Global Ppolit tton Products LLG 4800 S.W. 51 Street Davis, %Hda33314 1—PURPOSE, OF EVALUATIQN1; This is a Product EvaluationReportIssued by Walter A. Tillit, Jr., R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020.3, Method 10 of the Florida Department of Business and Professional Regulatlon. This product is tieing issued an Evaluation Re described herein, and has been verified for compliance 10 accordance with the 2020 Seventh Edition Of the Florida Building Code, and to verify that the product Is for the purpose Intended At least equivalent to that required bythe Code, This''Product Evaluation Reportshall be subject to review and revision in ease of a Building Code change that may affect its limitations and conditions 2 EVIDENCE SUBMITTED: 2 1 PRODUCT EVALUATION DOC.UMENN (P,E�D;1; Drawing No. 20-1761 titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets'1 thru 26 of 26 prepared by Tiheco, Inc„ signed and sealed by Walter A. Tillit, Jr_, P.E.; dated07/28/2020. This drawing is an integral -part to1iMIS Evaluation Report, 6355 R.W. 36th Sheet Sift 305, Mimi 1±'ioe 3166- Phone: (305) $71-I530 -r'RODu r Crti:A Tit TTUIt 1t7F'.FUTt"r Nf7 20:Ifi�n rn' 2 22. TEST REPORTS; Large Missile Impartan Ya fatigue lo ad te sts s were performed under Protocols TAS 201, 203 as section 1626 of the Florida Building Code. Uniform static loads as per TA Protocol, reports p 5 242 rotoco , Test rep. its prepared by Hurricane Engineering Testing, Inc,, Reports # 96-569 dated 08/0911995, #9M70 dated 0911811996, #96 T30 dated 09120/1996, all three signed and sealed by Hector M. Medina., P.E„ Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16M998 and # 2126 dated 10/06/1.998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed byEdmundo Largaespada, P.E. and HenryHattem P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc.. dated iMarch 13, 2009, Signed and sealed by Frank Grate, P.E. 3, TROMRAL ENGINEERING CA MILIT[DN..0 , On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Cade. Calculations prepared by Tilteco, Inc:, dated 11/03100 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 3, MISSILE IMPACT RESISTANCE: Large missile impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOAD $ RESISTANCE: 2.0 Gage Galvanized Steer Storm Panel has been verified to sustain wind p'essurea. Maximum panel length haIt be as indicated on sheets 8, 10, 14, 15, le,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No c 264176. Maximum Anchor a I a ax n Spacing abet ire s mdLcatRed an sheets 8 8 10 11 p g , , 14,15, 17, 14, 10,20 25 and 26 of 26, of Product Evaluation Document (P.E D.), drawing No. 20.176, I INSTALLATION` Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 2e, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. AAALI,"wiliiln illy%, 4JJ>,Xy . - 167 STATED :,yrAAc�S+D�1A i��'k4b,� GENERAL NbTF.Y: 9.3) 41 CASE VAT PREO-ST STONE. 4R PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON NNE 0" Ft* M 3M4E P161 Ad �"®-t m 00SONO WAU, ANCHORS SHALL 9E LONG ENOUDN TO REACH THE MAIN STROCTtW REHISO SUCH PANELS. 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION! DOCUMENT (P, CO.) HAS BEEN VERIFIED MR COMPLIANCE IN ANCHORAGE SHAD. HE AS MENTIONED IN 9.1) AND IN 6.2)• ACCORDANCE WITH IT H THE 2020 (7th EDITION) of THE FONDA BUILDING CODE- (C) '� IXSTtNO WOiIO IMrN SPrC.1FIC � VfvY G .. O t5 MAN c DESIGN WIND :LOADS 'SMALL. BE MrOTAONED AS PER. SECTION 1520 OF THE ABOVE ME14TIONEO CODE, - 1J4"9 TAPCO4 ANCHORS. AS MANUFACTURED BY LIM `BU6DEK, INC.: FOR A WINO. SPEED AS 16EAtii7R£D BY RHE. JUR6ANCTMtN WHERE" THESE ?INUITERS. W$l 9 I'tST AND - $tic 10 PANE3MATE FEA(AAE IO AND IeANELMATE PLUS ANO4pRS,. AS MANUFACTURED 19Y EA:T30 CCNBTRl1GT1DN PRODUCT'S. FOR A DIIECTNJINA.m FACTOR Ae'-D$5. VSMEIO NASCE T-To AND SMALL NOT, F,XCEED 1kE MAXIM:D.) - i/4I1 it+; SCAEl45 PER HAS. ` - 7 16`e r S RN, : 9Y , O 19c PRESSURE VITRO$ INDICAIW ON SHEETS 7 THIRD 12, 14, 15, 14, 19 & ZO, f J5 WOOD BUSHING. AS DI5iRtl61�YTED ALL POINT "_cl", BOLT h WMALly Do, 114 ORDER M VERIFY ME ABOVE CONWIDN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7_76 C.1) MINIMUM TFmEADEO PENETRAnGM INTO YeO06 O' TAPOON ANCHORS .`;oiptk K 1 1f2`.ANO 2` fIDR .FLOG PANFLANi'E PLUS SHALL BE FIRST REDUCED TO A.S,D. DESIGN WIND LOADS BY MULTIPLYING MEN BY DA IN Doom To ANO PANEYAIALt' PEMN,E 10. COMPARE THESE W/ MAX. (ASM3) DESIGN PRESSURE RATINGS INDICATED ON 58WM 7 THRU 1?, 44, 45, to, TO & 2o,. C.2) MINIMUM r4READEO P•sirmroN of LAG, SCREW, INTO THE W000 rsAME LAII stoa of t 1,1r. No THREADED IN ORDER TO'YERIY THAT AID TKN 1105 P:FA. AS TESTED WERE NOT OVER STRESSED. A 33A INCREASE w ALLOWABLE PEfM€MPON MID STUCCO SHALA, BE CONSIDERED AS PART OF THE 4EXIMREO THREADED PENETRATION, STRESS FOR WIND LOAM WAS 13Q7_ USED IN. THEIR ANALYSIS, FASIENEIRS SPACING TO WOOD HAS BEEN DETEAWNED IN ACCORDANCE WITH N.D.S. 2018. C:3) MINwLIf EDGE INSTANCE OF LAG SCREWS, INTO WOOD SK41 BE AS 040iCATEO IN TTM MARIO STORM PANEL'S ADEQUACY FDA IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WON SECTION 1626 OF CA) MINIMUMPET PENETRATION 'WHO 9U5FINti SHALL BE 5/8'. 1/4'e--20 SCREWS USED SHALL BE M 1/2' LONG MINIMUMTHE ABOVE MENTIONED CODE AS PER HURRICANE O"'EERM & TESTING INC: ITS 9B-5BH. 96-574 & 96-730 AND FENESTRAITDN TESTING. M I o, REPORTS 12032 at #2126 . AS PROTOCOLS TAS-201, TAS-202 AM TAS-205. SNOULD .i'CUUfC4 E1(IST. AND 1' 11MIMUM FOR WALLS WITH ND STUCCO. NDARFCAIV BST tA8 OF SOUTH FLORIDA REPORT It0219.07-08, AS PER TAS 301, fiAS 207 AND C5) IN CASE THAT PRECA+'I STONE. OR PRECAST CONCRETE PANELS SIVOCID OR WOOD SAS BE FOUND ON THE EXISTING to W 03 STANDARDS. 2O3 STANDAIm'S. WALL. ANCHOTAS 2. ALL ALUMINUM EXTRUSIONS TO BE $063-16 KLGY AND TE1aPER. (UNLESS OTNERwrSf NOTEIJ), SEE SHEET 2. ARCH R`'' L I.CMG ENOUGH TO 1iEACI1 THE AM $TRIJGf11•SE BONING SUCH PANELS, NLTNSkr2FCE BE AS MENTIONED IN C-Y}, CS) & C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-814 ALLOY. (0) ANCHORS SHALL BE IMMALIFD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S AWUIFKNRFR. A ALL SHEET_ SHEET METAL PANELSSHALL HAVE SAUCTUWAL DUNItt $TEFL. AST9r A-653 GRADE SO MIMMLIL G-6tl $, PANELS MAY ALSO BE INSTALLED Ht ROG NTALLY fOLLOW3No INSTALLATION DL74 iLS SHIOMN ON SECTION 3 MKUGk 10 CSHEEIS 4 OALVANW STEEL DESIGNATION Writ. W5 hi (AFTER ROLLED). THROUGH $} EXCEPT THAT kff/AERIS ('�) & Q SI4A91 NOT BE USED, 5. ALL SCREWS To BE STAINLESS STEEL 304 OR 375 AST SERIES OR CORROSION RESISTANT COATED COMM STEEL AS PER 9 R 'SFWJ_'EM THE RiSPOAISiCL11Y OF THE CONTRACTOR, 10 VERITY T1$ 50UNDNESS OF THE S'PRU4TURE WHERE SHUTTER S 70 iMc W/ 50 Lai YLEtO STRENGTH ANO 90. kaH TENSILE STRENGTH & S7iN1, COMPLY W/ kI;17RIDA TAKt0I/0 CODE. SE ION 2 ATTACHED To INSURE PROPER ANCHORAGE..: THIS SHUTTER SHALL ONLY BE ATTACHED To CONM IE. 940GK OR WOW FRAME 41.. 4 SECTION z 7 3 3. BYkJ2IM7S. $. 75 TO AS1M A- I STAI BW 3O7 .FA.VAfN12E0'SD:E7., OR MIS. 3D4 SERFS NL%SS STEE WTnf .1$ Ts! AM"MUM'YIRD 1. STRE.NGON. to. EACH REGULAR STORM PANia WITH LENGTHS OVER $ $THROUGH t2 -+: AS PER 5R",'RON9 IL $. B & 10 AND ALIEM4LDVM 8W. T ANCHORS T'0. WALL $HALi. BE AS COU.OWS: 9W & TOW ON St1EETS 3. 6 & 12 IESP, EOTri4:L1 t` SNMdt. NAVE A Lt'EaBLE AAA? REAOtLY V1S161.E MARKING INSTRuCr"G OWNER OR TENANT TO SEGLK PANELS WITH APPLICABLE rONFORGEMEMT DURING PERIODS OF HURRICANE WARNING, (A) ifL..E2SIS31E,Nn. 11 THE Ats.TAAATiON cONT{t IVOR IS To CAULK ALL 'SHUTTER COMPONENT EOUES FR$CM REMAIN IN CONTINOOVU CONTACT WITH TAPCON - 1/4"A ANCHORS. AS MApNUFAC'rUdNDt BY LT,W. SUILOEX. INC. (Mill. f 31D2 4.) THE BUILDING 70 PREV,ENT "W"- 1/4' • 4 7/B" CALK-10 fNC;HORS, A5 MANUFACWRED BY OEWALT INC, (MIN, I'c- P: t, - I/a"p x 3/4" SOLID-'afT ANCHORS, A5 D15TRI$UTED BY ALL POINT SCREW, BOLT :c SPECIALTY CO. 12 STORM PANCL INSTALLATI SHALL COMPLY AM SPECS INDICATED IN `MS DRAWING PLATS ANY:'. BUILDING AN0 ZONWC REGULA ITS (Min. I'c=3QOD P.tvLj PRo'fst1ED BY THE 4URISDIOTTON WHERE PERMIT IS APPLIED TO. - IIIII t PANEUMATE FEMAtF &. PANFLMAtE PLUS ANCHORS. AS MANUFACTiiRk32 B1f ELCo CONSTRUCTION PRODUCTS. 73 (o) THIS PRO€iLX.7 EYAWATISM4 IX1cUMENT (P.E,D.} PREPARED 6v TH1$ ENGINEER 4S 62NTeRiC ANDCITIESNOi PROVIDE INFORMATION (A6N. r'ea3350 P,aA) FOR A SMYE 5PL'CNFTC PREMECT;. i.e. WHERE TFHE SITE CONDITIONS DEVIATE FROM THE P1Z - 1 J4•a OF TAP-ORLP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (ra-360O I.A.H.) A�lj MINIMUM EtU#DAIENf # TAPOON ANCHORS INTO POURED CONCRETE SWILL 1 3J#': ?" FOR PANtLMATE FEMME (9) CONTRACTOR TO is RESPONSISLE FOR THE SELECTION. PURCHASE AND INSTALLATION K%UgNO LIFE SAFETY OF' THIS PRODUCT BASED ON THIS PF.O, PROADID HE/S7E GOES NOT DEVIATE FROM THE CONDD4W DETAILED ON THIS DOCUMENT to MIS PANEMALT£ FL175 AND i 1 fe" FOR OF TAP-GFRP ANCHORS. CONSTRUCTION STFEEN AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A2) CAK-IN 8 SOW -SET ANCHORS SWVi BE EMBEDDED 7/$' INTO THE POURED CONCRET€ NO EMmomENf INFO (t) THIS PRODUCT EVAU A710A DOCUMENT WILL BE CONSIDERED MAIO IF MODIFIED STUCCO SHAL N'F IRtTED. 1r4" 0-20 STEW'" USED SHALL BE 1 1/2' LONG MINIMUM "AD STUCCO DaST. No t' MINIMUM FOR WALLS iWT)1 No SnOOCO. AND MAY HEADED SCREWS OR ALL THREADED SCREWS W/0 WAD. (ii) SITE 5PECIM PRDAM SHALL BE PREPARED BY A FLORIDA. REGISTERED ENGINEER OP ARGHD`FCT WHICH WILL BECOME THE IAIT WITH WING NUTS - ENGINEER OF RLOM (E.O.RJ FOR ME PROJECT AND WHO WILL BE AesPOWjez FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A,3) IN CARE THAT PRECAST STONE. PRECAST CONCRETE PANELB, PAYERS, 57ilCCa OR WOOD BOARDS $FOUND ON THE P.E.D, ENGINEER, sRNLL. SUBMIT TO THIS UT1ER THE SIRE SPECIFIC DRAWINGS FOR REVIEW. EMSIRNG WALL OR Rook ANCHORS SHALL DE LONG ENOUGH TO REACH 'ME MAW STRUCTUP.E BEtH1AW SUCH PANELS ANCHOR4GE SHAL BE AS MENTIONED IN At) AND IN A.21. (6) THIS P.EO SHALL BEAR THE DATE AND ORIGINAL SEAL AM S GNATURE OF THE PROFESSIONAL. ENGINEER OF WORD THAT PREPARED R: (B) iO fY,15Fh,F !MOM-•i#'tF -tYx WA I- .,.- t/4` 9 TA7 ' #1OHOA5 AS 14 SHUTTER UMNIFAMRIEWS LABE`,L WALL BE LOCATED ON A READILY MSMU LOCATION AT STORM AC MANU BY r, T. w. BLNWALTLoM INC. PANEL, SHUTTER IN WITH SECTION 1709.9.3 OF FLORIDA BUILDING COOS LABEL IORS, - 9/4" a > 7/R" CAL45a±N AAK;NHORS; AS MANUFACTURED BY DEWALT INC (MIN Mc'-I500 P,ATi SMALL BE PLAM FUR EYfSFt' OPF;TiINO. LABELING TO COMPLY WITH SECTION fMS,2 THE 5¢{3O-5ErANCNMI AS 01Si1118VI®' BY AJ: POINT Softy, SILT' Q SPECIALTY C11 FLORIDA SUR: D COW Left, r—law I.. I.) THIS DRAWING "U. ONLY $E USED TO - l'14-10 N'iNEL ATTE FEMM:,E. ID AND PMNQMATE PLUS ANCHORS. AS MANUFA:CTuM of E= OwslAwltON PRODUCTS (ATRN: f'c-2471 1ks.t ) 111UMMIINFiN MAN PERMITS IN THE STATE OF FLORIDA - r /4- . OF TAP -MP AS MANUFACTURED BY TRU-FA57 CDRPORAT1Ot A��a1R �• 7/� " Q~ `,"t•••....' FLORIDA 9UiLOIN10 CODE (High Velocity NmYlcane Zoti#) 0.1) EMBEDMENT tAPOON ANCHORS, ELGD PANII.MATE9 AND. OF TAP-GR#i ATV£NK)R. INTO THE Y 01.0"MINIMUM • 1 aLCCK WHO SMALL BE 1 tJAL'., S ' 42aM TATE4V. Mt. No, 4 s 2a "a GALVANIZED STEEL STORM PANEL ul TIP N m 167 9.2) CAL K-IH & SOUO"SET ANCHOR$ SHALL BE EMBEDDED 7/S' INTO THE CONCRETE BLOCK. VW7 NO S _ - - F TWO STUCCO 5NLAt;. 9E PERIAr", !/4' 0_20 SCREWS USED SHALL BE 1 Tf2- LONG U NINVU S TOV CO ,- ., GLOBAL PROTECTION P I)CtriT$, LI.C. EXIST, AND I' MINRMW FOR WALLS WITH NO STUCCO. - "O M s Y i I. CI E% Esc y ; LSy7A7 OF +eC i i0% fi k [a9aMELsa O WIMPA 4Y DW G TL 731t. " [ QA Dt" ,: FA w z r m wM yp n ma P CIO taxnea F c t99.)MN .1rP 20-176 ,w- .Ilea An_,pR - : t°1oR m-imt %ors �. oke" its •�. md•+1E ,v AAIItSItlM21 A .Man A1.. P.E W4xr t W a ,I,NSMAABON DETAILS F98 REGULAR PANE CD & dA INTO EXIT NG POURED CONCRETE OR QQHCRETE BLOCK STRi,ICTURES wicam AFC MEE OorxT¢tE ANCHORS'f n + el OONpaTE AMOMO S 5i+2i3 IT T.UpI� CONCRETE t3Q SruHEwAe aN (SEE 90N4LIItE oN • rrEAE'c�wla£6' \. T SHFFiS a tiA4DLK9f 9) I • E1N9TI1G POt91Ea 1 j, 9NFLiB 9 tiMpUt9f 9) 0— o ,/yy- • s,,- BDIn i A caAGAELE REOUM6- -rF,• MAL+-- ^_711f/FT eNa - `. ".�-,� I/` 's Tom•' _ / r \\��'�e it,`\;.`•4 -£- ;, It,�/aw own ''' suss' os• _ - Doom ,, �fl v 1l % I f.'��f` P30.4TW0 PDUI@D 1 `^. 4 LAM. E,II. 1 sl . i1 tfiNORE1E REWNtEOI = I ayg, ' „r Ak. .T4 4 ti � � w4atF0uAe I 1 _ f � 12 idA' a,r � , T t�i� ak.A E aoWLMWA 1 iF9R I 1 We,ao4mu ; a 'i 1.aWTN1& 1P .bA9A 9 q DtleMN9_,J F , k ALP i I To oo&L WASS f N I 1 3$ i r EXSTRM P4ltRF�1 Eo. , eta EKWM } I t - _. Aw N,I • i r i r l� `•� CONCRETE _. ` ,\ _ _._j BOR CONCRETE $DEi,OCTI I CWCAEtE L ; REGRREA. i 1 WNCRETE BLOCK ;' - IL.,.,s� tttit'4CR ,' __ _S l-��� 1/Z" REQUIRED.K .9ja ;I - ( r,. IT• NYI,,. r ! �_l' NincONCRE� _. (fi : '—�JN'TA-� ` t/•a- aaNP,pM , - a R ANCIOIS .. GaNCRETE ANOMaRS .'� M� a T,q r 57A9CiR" Wf B'AWT-- AMA, iN 7 C,.A ;±', comagm ANpIGS ',�,. MA \ ors e 8 at A RS fA1�4 O (5¢ SCTLLIIIL TIN"" ME SOMIAE ON-..>.. rw,A. . :(SEE SfSfEdRE ON .\'' eMl, a. e oA ON SNEgiS $ lHl(91AAH-9} wens a THRai10N 9) M., a INR Z 6) BANSwHow $ THRaVCN 9) SCALE 3/8 1" RcAUS 3/0SCALE S/a.l. SPINE $d$A i'. ' 1 % ED. �SEE EDGE DISBUNCE . �sw t SCHEWLE ON SHEETS a & B) t4TN)TI or 5 tomT t2 Tr!! y TOP & BOTTOM NOUNiiNGS CAN HE 1 Ib,4 1 8 NNHa� ANT Neff,, COMBINED IN ANY wAY li) SUU ANY INSTALLATION, - �.t•,•d(�T PDDA D S/AtM , 11 v FLORIDA BW(DNO CODE Ni h VelocityNWFIcone Zany) - * i• % • NaNOjp t0.TgOo, MIX. 2D D14iNT DALVANIZEt) STEEL. STORM PANEL 000mI.P.er. REOIIRED. �SCNffp1t ,I/ _ sNExT6 6I ROUW 1n rs�j'•. "Aeie GLOBAL PROTECTION i3ROOU Op._..si $ e i.. 46oe 9.W. Sq. ffiIREET u+4. OH c - CrIUNG AN.t�,; •, tlR Q SS '•.« •` ., ... T e :COMPANY TY91L R Am" N, r NN,Rn ME w M.14ao"W, aTl.p 9Ha1S: t$F0 2D-i76 M 4P-7L44 fft Dw Axe9.6T9T 3JBIE SCALE 5 NAN NMI. �. _ ;. n-w, AwlMb,_,.aA, FN,DgT 4t1-19#I mulNfe Mac TLIdRAIEw MwWe, .aA w sr M,,. iM[ InnSEAL 01, 1 't,Olr« P,g:. u I , 44167 1 '13Te[t'f O 11A 11410. 20.ar-11103. , 3 Q__ NiAIgRIRtAL CHARACTE I_STICSi.,i4NDlPECIFICATIOW- Shall be`strictlyin accordance with General Notes and Components indicated on sheet 'i 2 c I e and 22 of 26 of Product Evaluation Document ( P;E.D.' ), drawing N. 0-17B. Anchor i I e s. dt 0 2 - ch r specifications shall b a Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D:). drawing No. 20-178, 7.- LIMITATIONS AND CONDITIONS QF USE. 7.1. Shalt be strictly in compliance with General Notes Fite, 1, athru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4-and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P,E.D.), drawing No.20m,176 prepared by Tllteco, Inc. and stoned and, sealed lby WalterA, Tillit„Jr., RE. T2. Product maybe installed within HIGH VELOCITY HURRICANEZONES°as defined, on section 1620.2 Of the Florida Building Gone. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. (Florida License No. 44167), President ofTilteco, Inc. (Florida CA-0006719), WATiLL D'1 THLTECO ADMO14 RECORDS T P.E.REPORT.2D kGLOBAL, PROTFCtiCiN PRdDUCTS. LLC 20 GAGF .GA.VANt$EO STEEL STORM PANELk DRWO #2D-'f761 REPORT 62D-0"&01 Il II Iwo, I ECO INC_ TILLIT TESTING 11. ENGINEEPING COMPANY WA R.AT)LLIT-R PE_ F- aom 7Rr RR-01YUCT EVALUATION REPORT A&V - - N'LL.A. LIIaA,e ^Ta. b)66719 REPORT NO. 20-0727,02 DATE: July 27, 2020 PRODUCT CATEGORY., Shutters PRODUCT SUS-GATE40It1F. Storm Panels PROD CT INAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protecuo_n E mducts..LLC 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., R.E. (System iD # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance wlih the 2020" Seventh Edition of the Florida Building +Cade, and to verify that the product is for the purpose intended At least equivalent to that required by the Code. p This Product Evaluation Re ort Shall be subjectto review and revision in case of p a Building Cade change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21 PRODUCT EVALUATION DOCUMENT (P E,.D Drawing No. 20.175, titled "24 GAGE GALVANIZED STEEL STORM PANEL°, sheets 'I thru 18 of 16 prepared by Tiltteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is art inte IAA ttn6N Is Evaluation Report. za`_s TlJ'r,,y 615S XW 36th Street, Suite 305,, Nfinut Florida 3316E -Phone: (305) 1 OMPONOTS FOR REGULAR NBC LIFE SAFETY STORM PANEU (SCALE 1/2-T") (TOTAL MAD1Yi}.»-:-.-_..._..,-:._......15.146'(TOAI r,YDiN)----- __. �.� r+. •••12_SOO` (tom WIOnI}- �-�__��..�....�._.",; j I. 1 ._._.._,._..,.,,._._.._.., w-T,3SL1`• t4.3,35D ! ' x..$o0` i I...A Wbw i r qq i o3e• NUN. D THICK -,` " O.OL. 41IN, iioC4c. .<s ! 'i ,: w MfE78M;,;F.. r;*I' �' 'wti A'+TN A-693 7 �yy� + " 3 N1E3t1AED r j I Go" 90 WIND! T' fir 2.657 2,$ N,,Tg},L ET)OE ! l,,P� f , t G'$a O,V.V... Ts T TYT'. A" ASS! 2.DW' .2"F• a HENETrD I GROVE SO MAN" OETAL �J --E DETUL � 1i- ONY: ...,.I '-2 1 DGE ft'Ari A ,; . 4&6 131ETAN. A •-I.SIXI D 1, T.3Sti' ' STORit PANt L END STORM PANEL C i.n 2.1or RaV£E."a ,fry, O 1$ `' l 100' li 94 .125• 7'SO• 1 4^F-2D, t Ili-IG. • ,2 cn . Wf ! FOG'E`-,.. ` , i .1W R 2SG` D'- q '-f i-. yY.l .. ' i-_.SS Ia,EJED .? u7b0` To ANGLE a ls'OSA .iGO: jl .093` � 1 ,..� f 12 "I. - 1,SGD SEE A39 .9Ai SET .. ,-MAIL P. NEM�'ate' 1. N7 0. .375... S Mal....,_._.,...«...-..>......r. Hotk_..___....5" ISOMURiC DETAIL A "', �2,0W'< VIEW ROUNDED ttitAiJER IA: ENDS AP PANEL'S R.00R"— �R:�.�.g�, END LIP w/ HEMMED EDGE. " '. EtEAOER " .� ANGLE WITH STCCO ANGLE WITH IL AIIS(1LE` � � (N.") � � REVERSE STUD mom 1 i , l - �( 11r4 a 2J14 P.344' '(yp� 10P EDGE -374 ,374' . 750 (.«�.. i - `._-_.- �1.3811° "td' I,ATAL :1B$=h � I_• _f A88s.�., .a- j. ,310 725'""3�4. 4TW t6vETOT ..._...-T__ I. 1.407'I.D53" ' i .375' -y3 { T 11:D .6.0.6' .. ,}.. I... l I +YROF & i.2 t/7' O.C, 1 I I " 1.B71' 7.6�i' ♦ y 1, " NOW f---I , 3".750- 18Y HOLE FOR �fJ{y.yj�'�jl','.D141- '-LOPATiOO AT EVERY oAXAP' PANEL N - ANE .a63- mc .$25". 2Dm — 1YP1 7.ODO" KEY HOLE WASHER r-ow: �� �,, 6 NF* TRACK ANGLE B�A Aa �"r` JR&M (� }AT PLATED O,caB' (NS '^ A WITH STUD i GALYANITED - M*, 1w Lim Y to 3 atT:`'"GEM T' Ways 37$yA 4.876'e a7 i' " - -..._i iA ND, 44167_ ' .FLORIDA BUILDING CODE (N) h Vekct NuYFiCone Zono r BarraM ; D63 ' 1 NtCKEt PA1EL_ + ATE Atiam TA7MIO 9A 20 GAGE' GALY#NIXED STEEL SfDiDi PANEL rx. I....__" .i2S-' b.-_9875' W,I NUM?':. tl a+WYN BM 0 KEY 1lOLE y.tr ` .,„. Y7/E6/30A 2Wo' �T q��1�-E C y �s GLOBAL PROTECTION PRODUCTS. U.C. AT j2 j, :AMA IQ I L E C O.iN4:6 s s s ,,. tnMM 7_.__---^' MIN SSK 91 STREET a X7 Xt / 9 ♦ AMR'. TL ]33H ATQtINTA4IY, 4RiL` NLn 'ejOUT f�••• AMi r�,,sF44 A.1-G.n AnM F51tiC co.ma-76A@. FAIL M•9•IeA-e791 20-176 li f{lttJtllM ANfdC 11aRcdOrT9c WASHER Wd ADDITIONAL .Ow An-ns.a:: tMp nl.,a, v'•�••_-a • 7/r"3/32" WASHER MIAN1ESr CA-OW87t9 as Wows, sa or w,nar Nn. RANYWS Me STEEL DR, won PLATED ST1113.}. :,E. SRN( MItNU/a4TE N.UEA A 1iOMf A..9PP£. + ae E - - _ Doom I CONORM RODURIX, co"DRE/EEE .A AEou,I>ED. louSuNo POUREDCONCRETE OR C C BLOCK .___... tecouoEG. CaNtN m AICNOTts It Ila S 6T9 $RRidOL�E�9) NEW I' WOE ItVARIES x 1/!r , THICK ALOW TUBE DR 1' 4 PT, WOOD PLATE SPAM ' r f " R Fn ,•aa• Iz..n. Tx. �.r •wig •:a,A.`,A4 •tr • . N,. DID QUI WOOD IN COMMBLOT OCK STRUCTURES ON= I3 OR 4-LA VAUD MR NW& Uff WM l E=Z HANG SMRM Plaid. SYS0 1 MA, 1 ( aask, IA r,T mA l IL -^Tula �� A fPLANI. laR',w] ,,.,..mb...,, BCALE 3dirMT` 1✓AavAll } CASE 2 PIMA} egaxrxTw `IM "e`roe 2 tr2t , t £�i'}s40 r ti '15w� V. G LAN) _ "° N. ,d4•)-- ; Ia' r , 'izP Wwc ,,pu9 . ,+'*,wnw aaaM�a 11 ii 'M• IMm•* R'`` 91:'A``yi d'. �1:M ''n"w ' ` iatMli eNiK4 I AMR- I. flog 6 1, \J ' WOW - M OFEY 9AMPAN1 RNM1 R4 Y rrt 1a!" MA i _D. EDGE DWA.NCE 1 (SEE SCHEDULE ON "'✓ a1 ,��3E R���� SHEETS a & 0) .-. SCN:E 3J76•.I^ I NM FOR 92MMEM DE SFC.T111Atc: TOP & BOTTOM MOUNTINGS CAN or- COMBINED IN ANY WAY TO SUIT ANY IrA$E. E [PI.ANi INSTALLATION. !e'CALE 3dL6-'i' 44167 IS _ .2�o i9 i EE C O IItic. XN4oO 20 GAGE GALVANIZED STEEL STOpA PANEL IN GLOBAL PROTECTION PRODUCTS, U.C. a T'ART, IIItCtw .' cw. 51 magi RARE, PL. 33314 2I)-178 . x Mm W Wba, A WPM I W s SN4, "cut` tosg6t9-Ims. K1c otmQuo-am mHO,iYabi2 uZ, 2 Large missflkimpact load tests were erforredu und er SSTD 12, 39 standard: as r sectio n 809.1.2 of Florida Building pet n 1 O da Bu toms Cade; Uniform static toads -as per Section 1709r.8.3r A , per 8TM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 08 ,4.01-01 dated 03/11102 witnessed by William R. M e .E. oz ehD r, P , oriz B Mor , P,E, and Henry Hattem, PIE. and Report No_ 0219.01-09, dated February25, 2t709, signed and seated by Edmunds Largaospada, P.E. and Henry Hattem, P.E. Large mfsslle impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Bu di . Code. e.. Report il ng Test Rep 1't prepared: byAmerican Testing Lab of South Florida, Report No. 1123,41-10, dated November 23, 2010, signed and sealed by Julia E. Gonzalez, P.E. Ten Ile to G s st report No 9 M 196 by DC Metallurgical, Inc.! dated March 13s 20110 stoned ds 1 F E r n tooled rank Grate R. as e A TM E-8 n fi by . p S and Tensile TPrjst as per QC Metallurgical Report No,.1`4KM-1318, dated Decembers, 2010•,signed antl sealed by Jerry JacloNno, P.E, as per ASTM E-8'. 2.1 STRUCTURAL F GIN NEWNG CALCUL/tTItiNS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wand load, as well as maximum anchorspati ing vs, design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code, Calculations prepared by Tiltato, I nc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Waiter A. Tillit, Jr.,.P.E, 3 MIRySILE IMPACT RESISTANCE; Large missite impactundersection 1609,1,2 of the Florida Building , as per er SSTD 12.9$ Standard and TAS 201 WND LOADS RESISTANCE`. 24� Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated, on shoots 3, 9, IA 11, 12 and 17 of I of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Sparing shalt be as indicated on sheets 5, 9, % 11,13 thru 16 and 18 Of 18, of Product Evaluation Document (RE;D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous Storm strutter assembly, as per SSTD 12.99 Standard. 2/4, 3/4. 4/4, 515, 7/5. 10. 2W/10, 3W/10. 4w/10. W, 6W/i1 k 7W/11 NCHDRS: FOR CONCRETE BEE SCHEDULE ON SML'ETS 8 W FOR vim SEE SECTIONS ON SECTS to & 11 O O 9 INSTA-.TIAN` Installation shall be performed strictly in accordance with details indicated on pe Y d ed sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document P.E.D. , ( ) drawing Na. 24-175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D:), drawing No. 20-176, 6, I4ATgRfALCHARA.DTWMC& AND SPIECIFICAT,�ONS` Shall be strictly in accordance with. General Notes and Components Indicated on sheet 1 and 2 of 18, of Product'Evaluation Document {P,E.D.); drawing No. 20.175 Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document P.E;D. draiW No"26- ( ), nA 7. LIMIT A- TIQM AND CO piT1ONS C}F USE- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 Pre -Pared by Tiiteco, Inc. and signed and sealed by Walter A. Ti1111, Jr., P.E. 7-2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defirtodan section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into pouted concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlflit, Jr., P,E', (Florida License No. 44167) President of'nke o, Inc. (Florida CA-0006718) WATTLL D•T TILT, ECiiADMON REVORD.S a P, E. REPO RT.2I GA,LWSNI2ED-STEELS}•ORM'PANEL IDRWr920475k 6/5 is i I 1 I I 1 _I l3tN_TEn pM1F15 w/ i%+r-20xi"- _ -_. H5. M.S. BOLT Wf -1/9' 3f32• i i I 1 ! I WINGNUTS O EA. OVERLAP l_ _I— __ , , J. _.�-,. MIN--- 1/4, 2/4, 3/4. 4/4. 5/5. 7/5, ---1• MIN. � iW/10. 2W/10. scar/1o, 4W/10. 6/5 5w/10, SW/11 Hit 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS $ & 9_ FDA WOW SEE SECTIONS ON SHEETS to It it v �' REGULAR STORM PANELS ij& iA ELEVATION NT:S. 2.67'• OAK OAMLAP' ai WMKIE VALEYi MAX_ GAP 1/4' -Mail. CAP e Ntd 44167 coNcRETE REGUCONCRETE BLOCK -- dR WNCREIE Bt:OCK REQUIRED REOLARED CONCRETE ANGHLNS AtctroRs ,,, r--r$EE SCHEDULE ON SC 9LY IDNE ON S¢E E SHEET 9) I SKEET 9) I SHEET 9) f ICaNCNETE OR BLOCK REQUIREDINSTAU SCALE 3/B-1' w r L 4 tCLf%1WT A GCNI A. N 9 I L SOX L /e32'I A 501E OF V MAI /4' S.S, BOLT W WING NUT Q.C. s _i • • . 1 77111 M .7 IdFOR�EIN OF SECTIDNc_t ED. r EDGE DISTANCE (SEE SCHEDULE ON TOP & apTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. D i m uaMN IT, T4Ai3 � I 94YT D � gg �Nor- d Gtl i:'r=ac7 I (s9�aa+� r1 i Syr e idA1. iRtr f�FIGI —� � d AfSiM. i OF dri> rr 7"a%. I MAIL F� 4r i0 AVEw, Wc. 20 GAGE DALVANiZED STEEL STORM PANEL oRwaN IN, GLOBAL PROTECTION PRODUCTS, LLC. efmRo eT/xRAc L i!« C O /Mc. MQI STY. 91 SA4iT fY101S i�4Ts s F,NR1i9s4)mv-e7PA ate, a - wrM 4•APW. A Ais 20-176 OAIs.l6 Na: FOR CONCRETE SEE SCHEDULE ON SHEET 2, FOR WOW SEE SECTIONS ON SHEET 12 L$Y 3• Haar. SAP .r wNIYE %wirA s.-......,. .-A- 1• t&`•; FOR wow SEL SEcNIMNO UR UMMI i[ ELEVATION j REGULAR STORM E1sj 1 1/4" M.91. RAP I 2:67•' TAN f'P, s,1 W6R%.E.' MAtET} *4. , tf&,« *sue.. AN I' t « _._.. (�ry�ROUL E ON Ile ��V�� h OR ����A-^ SCALE 3r32'rl CODE -1--i Q) Q) N O -C U N Q !� O .� L_ -� CU Q) -F—• C (3)U co� C —CIO -L � O 0 Q —O O M O O U_ O .— > -� -0 Q) E L_ Co O Q. (10 Z Z W J ♦'� Y. f31 •L7 � W U r. o t d v C Lea. cc C-0 M m X 12 cz cm > in -a N fA3 cu O cu 3 = 2) + la w V Q Lv W f? 4) c am F to Tgl E- o Fa is t.- cVt LU Q Z Z Q J d. SHEET NO. SH 1.0I IVA F9F_ M «ITT MPA. TadGUO, SPAN SET:)'" REWIRED It. TUBE MULuoN ^ > 4'-6' To S'-B` ^2" s 4' : 1/8' ? W-A* TO. w-io" 2' . 5' • T/6 :. W-10' TO 8'-O' 2". IV • i/a• • W 836-a,a.T„6 2.b i1 PRE591RE RATNC SCALE 3/5-1' NOTE MULLION CAN AU* K 04TMAM W/O STORM PANELS ON TOP PAWIEI. SO W W/ TIT is UBE TOP TED AT 90110TOP 4) BOTTaM OF OPR8N0. IN:►IMS4116i1i}N - ALTERMIATIVE f W SCALE. Ile - I - emu. MQUN M IM]'AI.l.ATf6N -• ALTEAiMATIIPE '1W SCNJ<• Ile - T" 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 ps:T. AND PANEL"S LENGTH UP TO 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE MOI, 2. W/ SPECIM DENSITY OF 0.55 OR EQUAL & BOTTOM MOUNTINGS CAN BE RIVED IN ANY WAY TO SUIT ANY r7 TL4231A � _A ► t111li � emma & E MR uOuNt WALE A MOCIR MOIlN7fMG IN4TA63 =N - AI TERIA rE INSTALLAVONS AMU= W (SECTION AT TOP IS LIMITED TO 485:5-67.0 MAX, $CALL 1/4" - 1` AS.D, DESIGN PRESSURE RATING) SPATE: 1/4` - 1' <AI , r tANI av 8 o.r 1[erAlm wm o"nAPm iLE3AYf liOLIArtLNm INS'TALLATMN SEC= SCADS: 1/4° - 1` NO. J4167 � ? a ITUIOA AD :_- 1 rho{ 20 GAGE GALVANIZED STEEL STORM PANEL FP. Dwhi1 !eR ABAL PROTECTION PRODUCTS, LLC. °r0 Ww sw. 51 1RRFLT - IMAM R. 3s31, PROUD-20-f7b t+5*M4IF-G69$. FkR; 13S,NB+O++r117 w •rw.rallo YN sw r:� bN,VFNO Mo: ISNCREIE ANtpgoS 01,11com AN04M FOR CONCREM mom" SEE lam" ON 'SHEET MI (M SCHOXIS 'a (SEE 9c"ww oN ibR RDm S67iEW: !CIE S*.i"1tON ON SIFT 15 Sim 1W4)� 6HF#Y t4) ' 1 & 1W/15 Tj I 00.WE8 CONCRETE �} ice- = 1/44 2/4. '.A/4, 3/4 m 4/4 L, 2 & tWftS ' r Ma s MH J^' M_PDUAEC CONCRETEif nEOAR1D \ d DmaL � Canr � ) 1 1 'Ci i'I.. _4 fI IiWG.) (NTEINOR dINoDR P16 (IN9EiDW8 TOO Pinto FOR TTODdASALR�N4t4 Mirt 3FMM $ b sm s4 M 12 1%s 1 TLC: 12 D.C. i 1 1 1 . Tf4"fY.Yl S SJ6•`NM (CASE `_ StCfRigYWiFN M I f 1 LIn.4. 0 12 1 - 0.k V. 4itil (G8E Y), - TO (JA 1] 1/2' 4G _. (SEE I ),s (F aEi� 2/14} _ ._. _ - '.il_"(` F' W-'0T0WI Tr LOOAIWR 77S I I � � AY FIND PA1ELs) 7X ;.: �i'� .l"•: ,f,€ I 1 s/14 Li 1bEYMs MLIFANAPA LOCATION jj( i 1 I I (�F DL?ANS 4/14 J!f BLOOK RFaisw•`Fo L10,11A 2/4, 2A/4. 3/4 4/4 i, 2,4t nw/iS f, A TW/is DR -j aN�"X�L L - AREA. W/ND UFE SAM PANELS LOCATION OF 1$E (SEE NOTE T WLOW) Coal ..-_....- --- Le REG" w OR - -.J PANELS j� ANE1. SAFETY P WJD REC#T[AR TEUICN(S (SEE NGTE I s A PMiFJ: E{� �O OONaf�.TE AiOH00N 4) -,( '_ ,✓ t5i/.�r'' r`i�''.'i'n//.t".r` :"'/:,}�f"r:'l`�%�.� (SEE I (� �'} � TAFETI' ei0R41 PWNaQO �SNNL q�I PaIIRD CONCRETE �WHDRI Y `°' M ACATFFTE INSTALLNWNf IrooulssEa �1._ � Ta t# 1NSTAl1EO fW REl/DYEO TTtOY IN90€ (sai€Glni SHW IA) - - ELEVI�TI�ON W L MOUNTiNG INSTALLATION WALL AND FLOOR MOUNTING IHUAUAM SCALE 3/32's1" SECTION. 1 SGAIra 3/6" - 1' - SECTION 2 SCALE: 3/6• - I• t/4" M_ OAP 1/4' Na.. aN NOT't5.OF1� u Pk.. NF,. S.,>4rt>r:xr IM_T rM7Nytq: .. a. '. ,,,...'NdF'F'ro -X1 1, LIFE SAFETY STORM PANEL CAR BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - ^^ 1 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN END PA14et5). W N PNVEts B FACT{7pIMTE UObpday PANELS S!E RmE t LIFE SAFETY MAY OR WAY NOT BE INSTALLED ADJACENT TO REOUWL PANELS AT 11DA PiwOS. SEE Na E +) (w/ OR W/O REGUU4R. TRACKS.) � 2. LIFE SAFETY Si'OR PANEL CONSISTS OF GRID' DAiV+AN12T:O STEEL STORM PANEL_ AS SECTION O-6 PER CDMPON�IR , SNEET 2 OFSCALE 3/32'-7' INS PANEL ITSELF TO � OR IN6TALLE6 FROM THE R45alE OF STRUCTURE. 3 LIFE WEPT PANE. REQUIRES TOP TV" TO BE COMPONENTO& BOTTOM TRACK TO 1yp7tIHMMMA/ BE GOMPO As PER SHEET 2 OF THIS DRAWING, .. 0. Ti p✓' �a> IMPONENT BE NSfALLEO WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & ''., 2 ON THIS SHEEF, AS WELL AS DETADS i & 2 ON SHEET 14. ay> � ;AGE F 9y ". - FLORIDA BUILDING CODE (hG h Volo6P Nu cons Zane. 4.. Milt LENGTH FOR COMPONI:NY 6_ IS'. _ ' I�ow Mo.. ANCHOR SPACING FOR COMPONENT 4DANCHORWE AT BOTTOM IS GIVEN ON = SCHEDULES & 2, SHEET 14, iD a ' Na 20 GAGE GALVANIZED. STEEL STRRN PANEL F.A. COMPONENT MAY BE PERMANENT OR REMOfARLi A SEE DETAIL'S FAIR INSTALLATION INTO WOOD FRAME RNALDNOS ON SHEEN 15: ..., 4j{ P. I!� 'GLOBAL PROTECTION PRODUCTS. F! 1r 1M It SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF y; c�' ; FI. .--._.- {Jj(pS' 1� 20-f7B ft U. SPACERS AT TRACKS INSTALLED AQWCENf AND 6E1T7N0 10 ST10 N IS A.1r. m3m I.rA AmPAnmla• NwerO tys9eeF-t]4A FAh (Fs#)ea+-er+r /WEIRD BANDS. AA4j eN .-nr . h1e -A as = PNA m-1an 1rc- +rasp •NI sA r serlr .,01 Ne.: ItAitWA,PA (A-OWWT+ :-A la"Pt 1-1 it iT-ti, 4 ,- 70rOtT'fi OF sb MAXIMUM A.S.D. RM&H PRESS!JK RATING LfA) AfiD COfffiESEQNQW I&UIIiiN EMEL LE � 0=3RHI ULE --0 (VALRS OWY Mt &0 ItwoLvacm AS PER SECTIONS I um i0. ON SHEETS 4. 5 It 6) " 80Liffi W/ 1f4'4-21bt" SS. MS a +NGKIT AT %MAP ! GOA" OF PAYE_ SPACING �E FOR REGULAR ST1 EM PANELS INUM.& ION dNTQ EXIA 3IFQ1TE. �°z4� Rom.= � MCII (VALID ONLY MR PANE►+. 1)* a FA.IAnONS AS PER SECTIONS t TMW 7; ON SHEETS 4 & 5) TO on 44IbJgjV,lu sk•ld'SGK A TiJrA S� 1�GF.�ilj1,:,.,'4 s T:LORIDA BUILDING CODE' N( Fr. VelDct! Nu leans Zone) 't WMMj NO. 4167 E 11,1�0. INC. 20 GAGE GALVANRED STEEL STOW PANEL,i i A,yeLy ..._..M.- ILT--rs...� gr LPN y�Iy GLOBAi HRUfiECT#£IN PR4[3i1GiS. LLC ORION W. a1/N/ttRd 'Ss_ -. �rs`(.T. .( � 'Fi f! a 1r, a. t i� rRw erwa a * PTwNE ww-n a nw t 4.mtn-m+r MM (1•N i1F1>iTP. ra t i.1 rN�16f 20-176 L AAIIq -. f ]D'bfA011RitilW(IM1E !I- >•elfaP � .pA► Nwr w A 01WRRIG HM Ni:N...P.E, #1.=W • '• .. Wnw. stw a arts tA1%RAIRI A5A °i F+c .:r t4oA lENB1N trot n 436.a, -i2:n r-D" DR t� 2 I/4• 111�4LTF6 v 11MTu n a ... 1553, -71.0. T7'-6' TO S-8` 11n•:: 2 3/4` INRO:iO # 'TTMN 6 a 7 V^SAO. -T7.0 IM-6' m tt'-s' 2 1J2" ` 8 .ua= -4aA 12'-A" DR LF� a T/�' . dplso AT A. + ! ;D LLNLARW AS.D, DESON _) iiNwNN11 I2A}I0R5 SPaL'SIG FOX E0.. 3 1/X "• SgCT�MX�iS { a ANY W�7FAf L �" TAI'WN � 7AP-OXIP S4R-di PMffi3ttl€ FH•CE 4 ►YN2Ne1E NJ.6 m tA1E CO�E 40 CO�1EiE-. C i0 QfN1ORETE' CONCRETE 7C COArPATE 0 m CRXCRRIE �tf d' N/A _ M/A �. � e' WA i (TOP} +' 6 MIA TVA +- +• +• +` 1 Ste) R' WA NfA Wh 6' Njp A' N/A 2 +" WA N/A WA d' N/A � WA D WA 3 (DOGGY) BRAS, -72fi e" WA WA NJA 6' N/A 1' N/A +` WA 3 & ! {TAP) 7-Pt OR 1iSS OR LESS 8" 9" N/A N/A 6, 6`.- S t6arNAs). d` WF WA WA d- N/k T (TOP) C 6" WA WA e' !` 4 a 7 (fIHTaArl WA N/A 12 t/2' 6 1/4' tY tf2` S 1/4" a iJ4' 8 if4' ' O If4"' 6 1/4" 5 (TOPi80TTON) SEE SHIEPA i0 ! i T N'OR MAXiaRB. 1TF€ a 9g0IM TOR NIO WI1ba FNAIE 84AkNTN0. ... IAAMIRA APVA7R SPACN&S AI>D WARN ¢OR d5TAN0E'AM iPWIN3t0O1 iMe SCWOUi rOR Fb. lFai TILW PNDRJ,TEO.OLI 9CibWt,AE R®IrtF t7£lIOR SPA9/0 !r MIATd4.5iq iPACNO 311OAT1 OM SgNEOAE aY THE FOLD rAC11NS. 1dt 11+s aPtAeTaN1 m 8E P9WtllE. tT 1P'ACOW fA?I'ANm 1iAN6 rAFtGR S,1Nx NOY >1& LFSs 71iAN IINMtN & IN>aPAVEO.RM EAT?N ANCNLxT 1WE AT ANOegRR LfAGYO.. WPCGII Ii TV-tlq .. 1f4,A CJ4NhN ffiW-0ET. Ma Aaat f1AwIO {N.) 7 3 3 3 �] T/2 3 �"Ab4rfA] 4YWY1 3 3 3 3 ] aArN•cX wVrW ol-A M.) 2 3 3eiA ]1/z ♦ 3vi2 A2Wa1. iT2# pGi I1I79T61E T.172' J } I.Pa tA4 TAP IL4AE$T 1. RJSTAL ATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DES" LOADS UP TO +55.5, -72.0 PSF AND PANELS LENGTH UP TO B'-B'. 2. FOR NEW WOOD FRAME CONSTRUCT1ON, WOOD MEMBERS TO BE SOUTHERN PINE NO..Z W/ SPECIFIC. DENSITY OF 0.55 OR EQUAL & BOTTOM MDUNTINGS-CAN BE 31NE0 IN ANY WAY TO SUIT ANY STUDS O EVERY OVERLAP TO H062'per ABET■B■1I-I+I.rII■+a•rrt•iswa+wsL��i�®R�IIl1�s ' +� Lam_.. ,;+ ►! .. Li :.. :+.« ..".. .,=._. * . ,. • .. + R +x 1 i .; s,. .. a x ♦+a _. � a F + � + _ LLJ L. Ly 1.__ I►1 - K4, '1t ED f4 si i�i i t--INiR1OR PANEL �--•EPIC PANEL. 1:= % ...- ALE ].w,l MPS. AaCHNt MGx. ANCHOR SPARING SPA6TNG 1'-3' Min, DETAIL 2 ° ELQQR i�OUNTIN�INSTALLATION (PPj CABLE TO SMHEDULE 2 SCALE 3116° - I" MAXIiE UM A"S-D: DE51 1 ��IHQ tBA -Q AND COi�MEON IINNQ MAGNUM PANEi,,,_LENGTH "L" SCHEDULE tAerl i(eTtLF + s� ILL T "Is FbR I tT T rak ?�.. �+r wa-�..YO 4..AME .ET M MIAMM &S.O. IAaCCO: 1� TAI'-IRIP ClAAA-iN P q AIRl1MR FORE - WNETA1ATi PTAB APP4%:FA1F m �M t NJ m COTN,9 IC IRnOT CONCRETE Ta N3514CI3TA' eLOCNc TO oDI#CRE:E c To LADCA TO CgIiCRE1E D fink ,,eE. / A0110105t CAINBRftT1pN T)F TNrDA AINOMUM PANEL, :. tiEN00+'i" (1L} 6' N/A NJA MIA 6' N/A 6' N/A 6' N/A I & 2 (FOP) 55,0, -no 9' 7` o` 9" 9" 9` 9" 9" 9' a" 1 (BOTL'OM) 5-O' OR LESS 6' N/A N/A N/A / C N /A e NA / a' NA J T & 2 Crop) +55.0 -72.0 71J2' ®" +" gV �'. I (�TTt}M) W-0" TO r-6` +654 -72A.. 8' NJA NJA. N/A 6' N/A 6' N/A 6° N/A 1 & 2 (T()P) 7'-5" TO B'-6T B' 4 9' W. a' r Ir a, 6' 0' I (BOTTOM) WA. WASP PRLSan1E 02 1. '- I (SRO 0 3/M Mh nM T6P OF NOS CM 1 fine A a' Wa MW IW or Amo APPW� #jII O 1W TTO ��M PANpp,, LENGTH `�` (THEM R.)- T 1 440.2 -61.5 3`. 3" 4 ! 2" 4 t 2' 2 (BOTTOM) 7'-6" OR tm +52.8 -84D 3 3' 4` I 4' 2 (BOTTOM) 7'-6' OR .LESS +65-0 -724 2 1J2" [ 2 7/2' 4` I 3 1J2' 2 (BOTIVIA), r-6` OR LESS +554 -710 2 i/2" 2 1/2" N/A NJA 2 (BOTTOM? 7'-6" TO a'-�0` +55.0 -72D N/A N/A 3' 3' 2 (BOTTOM 7'-8" TO 8'-•6". 1W1U11WUW 1, 0010 wPwP Wm PA.RL LIOyTI t YYAIW BII1•AAYAN To am PIANl �IroN N3Aq -- d'4• ] 3/ e 1NN3lV Sir Sim is rw a Wa *Dow A TINT IM Nfa TON T FDgI H AOIIG. 1aO1WM AlNNOa SPACINGS If" MRIONAA EWE 0@M3ICE ARE 4RNa0TN21. ON 11K5l�IiE. FOR EE1. USS 11#5N STORIED ON SCRDIAE WEWLi ANCWR SNNW'fla 8F NLTW.ITNG SPACING SNORW OT 51,�ULE 8Y TtE nX1AlYN0 FACTORS FOR'T1AN OPEIWTKNI TO W P6,4510L1;.. 83DI)NRO SPAgki aBTANEa UBINO FACTOR 9XALL tllT W tETN4 TWIN NrRY"AI PIglDpitO F'OT EACT NNONF3R TTFE AT LEOErN:. AfIOIOR TAME lft'P 1/43 1/4h i/#"'• - 7/4'N Tmoar a RF-a�31+D'C _Maxim cNN-FI tp. Atatow 3 3 a 3 3 1/1 A� .MoLk &4i J ] 3 % ] a."o = ad. J 3 3 1/2 3 1/2 4 AMA 6A (FIK.I+ 141nOR p NAP la0 - I.00 .03 No, 44187 MUD ONLY FOR PANES (0h: W INNSTALAI' NS AS PER SECTIOM 1 THRU 10. ON SHEETS 4. 5 &. 81 "MUM NY MAIM M04M SPACM FOR F.D.. 3 7f2` ^ A.S.O. OEM TAPCON CF 1M-GRIP GWt-gV ANNIS ATE FEMALE ID PANELW E PLUS $DUO SflTO �YWN PR55URE TrAmaG So-•],) m CONCRETE 1D.. CONCRM GIACX TO CONCRETE TO CONCRETE am m CONCRETE m CONCRETE abog to CLYiCPETE TO tnr4eRtts SAGA TD CONCRETE 10. CONat", stact TO TO CONCRETE EA40N OF TNEW TJ#�M 1' M 6' N/A NIA WA S" N/A 8- N/A a- N/A N/A N/A I (TOP) 6° 4' N/A N/A.. 6' S" 6" '.� 6" 6- 8' N/A N/A 1 (BOTTOM) 6" N/A N/A N/A 8" N/A 6' N/A 6" N/A N/A N/A 2 (TOP) 8" N/A. N/A N/A 8° N/A 0" N/A B' N/A N/A N/A 2 (BOTTOM) 55b, -720. B' N/A N/A N/A 6` MIA 6. N/A 6' N/A N/A �.. N/A ,3 & 4 (OOP) >7°-5` TO 6'-e OR LESS 8' 4• N/A N/A 6° $" 6" 8' 8' 8" .. N/A 1 N/A 3 (BOTTOM) 6° N/A N/A M/A 6' NJA. 6- N/A 6' MIA M/A N/A 7 (FOP) 8' 4" N/A N/A 6" 6" 6 6' 6" 8' N/A N/A 4 & 7 (BOTTOM) N/A M/A 12 1/2- 6 1/4- 12 1/2` 6 1/4' 6 1/4' 6 1/4, 6 1:/4' 6 Ile N/A N/A 5 (TOP/60770M) 80.0, -S&S N/A N/A 12 1/2- 6 1/4" 12 1/2' 6 1/4" 6 1/4" 6 1/4- 6 1/4' 8 1/4` N/A N/A 6 Crop/BOTTOM) '-W TO 11'-2' 55.0. -72-0 N/A N/A 6 1/4- M/A 5 1/4- N/A 6 1/4 6 1/4- 6 1/4' 6 1/4` N/A 1 N/A 6 (Top/BOTTOM) B' w TO I1-2" 'N/A N/A N/A N/A N/A N/A N/A N/A 8 Ile 6 1'14" 6 1/4` 6 1/4' `S, +. 10 (TOP) _,i5.0 6" 4' N/A N/A N/A N/A N/A N/A +" 6" 6 1/4- 6 1/4" 8 (BOTTOM) OR LESS 6' 4" MIA N/A N/A N/A H/A N/A 6" 6" 8 1/4" 8 1/4' 9 (BOTTOM) i2'-4' 0R LESS N/A N/A N/A N/A N/A N/A ti/A N/A 6 i/4" 6 1/4" 61/4` 6 1/4' TO .(BOTTOM) SEE SM EM 1A 11 AND 12 FOR ANCHORS TYPE a SPACING FOR AWALLAIRM INTO WOOD PRANE %AM WRNARNM ANCHOR SPACINGS AND MNRAAA Fl3.E` DdTANCE ARE NOChTED ON THIS SCIMM FOR ED LESS It" 04DWO OW SCMEXA;E POWCC ANCHOR SPACING BY 0411PLYM SPACING SIMN ON SCHEDULE BY THE roLw*ma FACIM, FYNt IRS OPERATION TO BE PEE. REDUCED $PACING 00TANEa USING FACTOR WMIL NOT M OESS THW N3T1 " SPACING INDICATED FOR SIGH ANCHOR TYPE At ANCNCR!I LOM& .. ANOM T1T� 1/4`R _ .LL.%4PM 1f4'►...-. 1/41A Ile.' OF' TAl�p FIX"C Pr/M.141 ' GiN-N SOL04V 1NOIOR VAC"a 00 3 3 3 3 2,12 3 _3 N4 A14•T G,ea•W RNrh (Ax) ....7 .m,J 3 i/4 3 If1 4 tj2 MERE CA 9w oWM7f F AC T 0 It I 1 ]" 1lb Tad - 1AP 8J - ]t-. - - im - t.w tm INSTALLATION INTO _DETAILS FOR REGULAR PANELS _ EXiSTING WOOD STAR CTURES &c i �t �r :Y 1 OPENEWPA/Tltlti DIG I 14-10 PAYQWIE PiFi5 ° -- ' 6 / 4` O.C. W 7 7/6• {' 1h10 PANELMATE PLUS '-' 6 Ile O.C. W 17/a' ✓- N` 1NRCEADEI4D� EKWM wow WAOEII O"` --a- ED TO EXLSTNG WOOD HEADER AKIOD h4FiA0,EP >.:) REOUI Elf .• ?' I]j THREADED: PENETRATION To 1 Evsw WOOD HEADER 1 • i I'lt j £ AVE. ';qry r 1 .. __-dN+Y FLIT # i sTLa a 1 s f 2 f d 1/4' Of. WOOD HEADER S x A1, J OG 7, - { i Fx'aw fOfA e 1 + Ile Cz ., 1+II , If. f I ID� Tt"'i r 1•,I F I I7n - o r i ..:.'.... y .:. i i SEE ME ON so ON I SEE SCBO.RE ON FOR ' ; \ TOW TKN y f Con TKN {{To _ _ M.A. PANEL LEN6M __- "-�Ti- PJdVE1. 'LENGTH I (SEE ]/'3 r"1NO YF OR�YR. l - ` (SEE NOTE 1) 7p Yos. LiHGTtI I � - 561E I # , i BOX i sa ; O F ''V j I OF 'L" OF I! I MAX - ' MAX -•�. � ! i 1 C i 4 G � 10, >� •1 I E0. pp` do, �; ? /2' 1 � i /4I LAD 4 TEAS 2 0. WDOfl PLATE . T4-10 PANEL3IATE PLUS �- 2"xA` iYtlOO •j - }� I l/2" WN- TTE0IMED REQUIRED { it 13 Ir POF 1f Rf.WIRIEO ` y PLATE i 1L IND WTOTH PLNIlATiON i [ .,:."'6'' O.C�SFAGGS G ..- r AT YOUTH OF PLATE011,1911? a/B-1" W=T NQM 'AAl III I> STA tl4Tf3: SGtIF /8-1' SCME 3/6-1' 1, INSTALLATIONS FOR ALTERNATIVES BW, 9W & TOW ONLY VAUD FOR UP TO +45.8...•+=48:0 P.'4.t..ANO PAANEL'S UP AIA(1UfUUNNFtrtfNti LENGTH TODES'-4t0ADS 2. FOR. NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. V F •'•. FLORIDA BUILDING. CODE (Nigh VeloOR HUFYTOone Zone) - x • tIOTE F CDiiFyN6Tl OF a ND.i * moxD TdaG, uc 20 GAGE GALVANIZED STEEL STORM PANEL ampm W. TOP & BOTTOM MOUNTNGS CAN BE COMBINED IN ANY WAY Tn suDD ANY * s .q S TI:"- y 'Y•'. L� /`��A`�' �I� BAL PROTECTION PR4Di}CTSI TLC. 07j" INSTALL,4TION. - F i7� . i TL1T y,: A:y 35 •, ^' ' i'Y,v INC. AA' AAn 13A NYPwr, R plPt 4ew sa: B1 sRa€s ?HOW (+¢4 1 SPA, (9 490-WO 20-f 76 NA1eF ..aR /ftll IENii11®ATE N.»m-ate F-.Ty m.m, •a- fit-OWd7t+. w•r G6YYP z _ SALT ,4 !K 36 c- ,." T/4"• LAN SCREWS 4, d' ac. W/ 11f2" riiAEAaEO I NYn. PENEINARO4 OR L0N0 MNT4 9U9WNo W/ I 1 f4'v-ma' u us, a I a.D. aA 1/4-9-20 PA MIMIC PE1W X t0 O, PAeLWTE TOMS A IT` aA1-.YI/ 1 1/2` Wn. TTTAEADEb PowrwON TO E#STMO w PLATE WALL, MOUNTING INSTALLATION ALIERNATIVE I rEue 2/r - I' W 1. TRLST:WAkTL1N5 ARE ONLY M" FOR BMIDNCS WRX AS:A OESIOX LOMi5 lM TO ill" S. T2.O Put AMC PANEL'S LENGTW IP 10 8'-6". 2- FOR NEW "O'D FRAME CO�RICIMM wow MEMBERS TO HE SOLI I PO4 Na. 4 WJ SPECIFIC OERS" OF O.S5 OR EQUAL �L I l u : i1 N N L � Ca O� N U L O O . Mot m N 1-4 ^ U) Iy co O O C O _O N O U- O .� Q� O /L^� .= V ) E Z w J CC c� � Qi L7 F� > W O .L C� C.3 ta. C` G c c"D U C4 N� x N n N LN 3 � d rt+ Q 3 m � y A3 a3 a. C E� • a .J=1 0 N:3 >e 0 .e® ^�\\/ W � O U CL (D U 0 U ■ (��^ V/ W Lu = Q z z Q ^J n SHEET NO. SH 1.1, (SEE SECTIONS ON SHEETS 17, 18, 19 a 20)-_-_._..__.__._ MAX. aAlT>. W+a, SA/It 38/t7, te/m. 39/14, 1• M�. aAw/Y9. �FAW/,a a mwf20 asrtfr'w 7wm a *WAG 1' 0 D O s• ifPNL I I ; ! isp' ,hti am�s. i A L LENGTH If1= w /8b 3 i ._.�:_ PANEL Sk Aa sNr we5 A I ...i. _... _...._...... I HET3UL i a Ird 3MFLYr^ I i NR Aa 1ST A RON w'x� J xwX. 3y17, W1a, wit �aD/+a, +BJt7. Nvus. 3, MEN, akW/T9, 7Awfi9 a mwf20 BBWJ'19. 7BWJ19 t a81Mh0 1• MD ---- ANpiORS (SEE SEMONS ON SHEETS 17, 10. 19 3i. OPTION i#2 FOR]FAETY $ARM PAIL ELYATION 1 MAXIMUM AS.D, Max, PANEL LENGTf4 DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (p.a,t:) (SEE 'SECTIONS) TO GLASS CONDITION +55,0, -72.0 $"-$" 2 3/4- UNBOLTED F 2.000• i- _ SCALE 3Jt6"�I"� INTO LXJ �fNG W09D STR.UC 'UR T - I MkADFR +EAQE3i �iEo4)adLf ry 0.D 1/4Y TAPCON e C $.t:- TAM,,, jj'A APfxLa 6 a" O.C, e• - ADElD "W{/! ,y3 Ilal TtINFAAOED -ANTI f jr MIN,. THREMDEO D ? e PES1EL-10N . W000 t PENET,AT wow Y �INT i f Y I , ro 1€tL I EXISTING _ RAIS NUM, --fff SCHEDULE" ` i.• A14,.CLASS I tEi04l} 0w MSEt to;•L` MIf,. PoWEL LENGTH � so1E0u,E fy d ' Nat£ 1 (SEE save)i PANEL 1.ENGTN 7 7/8•0 . 3/32-..- �- W0q MUr h ' WIND NUT T#6tE`AOF.4/y IIDOWlD1N OF RATE'' €. I e 8' , aJA t I i ",1J/��•f J32.' cow, T. v q5 { "ay/k- . EkiO9: 80.3f Wf 3/Y MKmur waHR a 12 1l2OGi ' N p, i j i r � N'tIr wISNER (aEYONa) �;. 1 4 ,1 I 1 '4 aro TAPCON 4 6' O.C.1A'GN/ C e• R.:t s w/i 1J M'N. TNl1FD 1 } , ADOiF1 f '_ t 1'i W/7 j NCl/ i �w I iPCFEM!%RAnoN Ar MANAWTH TE "DIM _.__,_..,5,.,) TqN AS NYW,WDTN '- (tq I t . YRI6D PLATE " LwGc MATE OF PLATE PLATE i_ IY00D WALL TiNG j STAiJATInN WAIT iiiNG �(jALLATION WALL MOUNTING INSTALLI TION WALL 11DUNT M tNSTAL MON Ai [E$CldiLY 7Aw Q #IEQLriAR I=At�EL M��>W' A JEANA W ILEUM � 3/a'-,' V_ Uiir ? .PANEL O RLROMA R PANEL 1 SaPCFY m"L NN SCALE 3/r.11 WALE 3/8'-1• -. SCALE 3/B"+m,": =NFNpyt� jry 1. IN3TALLATtON9 ARE DKr 4" FOR 8u1LDMNGS WITH A.= OLSON LANDS �` • t;ENS "' *.; FLORIDA BUILDING COI UP TO 455,5, -714 PSF APN1 PANEL'S LENGTH UP TO a'-ff. 4 j ,12A2A TE:1LW, WC. 0. a 2 GALYAW G GSSGE E a. FOR NEW WOW FRAME QOIMYAUCTWN; WOW COUALS TO # SWMFAN PINE Pus. 2, wf cP o OEM" 41 OM DR COUAL z •. ST T ! a a .� Gi0m PROTECiK 111 a e' O,C, r� G I 1• ALMA, PANEDL, LENGTH BELOW) FLEE NOTE 1BFLOw)' MS. W/ NUT - CONMIC CONCRETE MOCK MUMBES YAPCON ANCiK4i5' #' TAPCOW .C TAPOON AMCHDi6 , 1 4' TAPCON ANCHONS (I *a. D.C. ra' 9• D.C. a s• OX4 I e a• o:a AIED POL OR CONOREIF BLOCK 1QU6 ,A ` C F" �� 1 � a ROIRE ht�� ------i tom',. � ON7 '; 1 �. yy4 • I r CMASS I f t4 - �., w_s, wJ f• +,.- .__i k3 sk � H Ms s'. --1-- -� f /�6 ,i 1 1 � &� i E * -. `^"{j; I...ii- _1 s. Ns, m/ ,tY��� ,�a•r-aD,aJ*'ss. M.s w/ •/ i ,�- ew3y32' WING NUT *AS11EA I l-'.Y%arotc7f:,r WIND NUT WASHER � e la 1f2' Ox, G1ErERa) a 3Jato2• 1WING A-C 1 7 A a/a2" wwG E ( 4"M!L` WAar+ER /2` po, I M 'Fur wAk (aeraratr) ( � Y{ T 4 TAPCON AHRB `I ! 1 + TAPCON ARCJ30}i5 # ,•,. 114 " TAPLYMi AN C 1 t' TAPCON 1/2. O.K' .`_"'" 4 1/2. 0& e + 1f2' D.O. ' �• O,L (sTAaowED w/ O) t WAGGERW W/ STEM) -... CDfK ETE BLACK CONCRETE BLOCK - R CONCRETE BLOCK OR � BLOCK WAU REQUIRED REQUIgfO REQUIRED 1fE salmi PAN€1 O R PANEL gJc eaeET t PANIEL SCALE 3/8"-I" SMz 3/5•-1' SCALE 3VW-I" SCALEANCHOR 3/S'Q1• 1J+'t SEE if a >� ANgpMa TYPE k 11l6 TMPC4M At4yHi1TMNNagAA BUu►a NEATP1 Ma wQO6 wr .NNOR VMM W a �� ✓�ii� T►1 /p ry tosrANCEueaml TIMS+uaaar, c«era.) s 41e�r� ' GENSF Pi EraHEX42 Bop E0. UEs6 I" I11110M ON PW,Ms pM, Wr ®aT 3 . FLORIDA BUILDING CODE aktiWIftify Hurricane Zone) sG ewu Rahn A1DiJR SPAC4La In - -. 6Y TF#TpI.LOWNfp � THE AtlNW. Eiti $ AMFOR'iIS.1$ k ' "m iRaico. HO. 20 GAGE GALVANIZED SiLEI STORM PANEL whim at, a LOIN s *Q iEOF- ""�/"""'""""`Iaa. 1OBAL PROTECTION PRODUCTS, UC. °fneJff FOR EACH `NQw TYF4 0' rm wmmtRL 3• +Ra y ,' •. !� okm afm se, a, slaw _ �'yAFN NIt �'qem,-GaH1n+1 ntasi»ea, 'tss+Iwp-eY87 20-T78 :O E 41�4?]RUCTuRES L s? TJ 4 f TAPCiaY a 6. O.C. 4 r ii � I •M TAPCQN O G. D.C. �: I t, i ' _-.-fV�t I/S• TAW. TNRiEADETI ;; /1 ijj2` MIN. THREADED ( PE1aTRA'tXXY A7 wlX1D PFNEiRAT1pN AT WOOD N HEADER r 7 }FADER l 1 ✓ !, ( _ � , 2 Wow HFADIar t REOU!RED - _` MMi 1 i pED A� % IRn. `, 1 i *\ 1 E (� I t r. , k. , 1 � Fr . ±�vMaTmN TM flAy ? : I _ tSEE SCHEDLAS i I DN 614ET ,d) CLASS wt swMmw , •L• Aba. sOiF01RL PANEL LENGTH _. T+4 _. { PANEL MLt7YGTN EXISTING0R sw 14) f (SEE NOTE T REL.OW) 1/+•h2QR/• _ � ,...- (`SEE NOTE I WOW) GLATS WING NUT i I i f i t , I { , f EO MI I t F i f ) q 2 i4` W004 %ATE I ' :) I E1Tf8'f w 3/32- YANG NUT 2'N4• WOOD lE ' f ' '}7j9's F 3/3r WING, MIT REAUIREO , y �. WARIER O 8 A/C O.C. REQUIRED I WASHER a (6EfC , ' sI Ip ,.,.(,I i �� � �14-TQ PM{©,JRRTE P �` �) ,,,} � j �� .• eN8 y.) INN. TH ABE') PENETRATION _ I :,: I . AT MRAaWTH OF FATE 1 S _ - AT MtDWWTNI OF:PIATE 'tea_.., _ ANAL ( Mt HINTING 1NSTAI I aTt{1N on it(� jt''agy Q LIFE SAFEAmmTY PANEL 3 8'-t' '� ' SCALE / Q•: I:pj,S' S SCALE 3/8"-T" .�T` FLORIDA BUILDING CODE NI h Woolly Nu cons Zone Eili1T'S.` P20a0 TW1kRYl,.• =• NO 441$7 p 20 GAGE .GALVANIZED SiEEI STORMPANEL ;' AEOMS ME ONLY MD FOR S N WITH A„S:O, DESIGN LLIADS I. NVAL O,9M UP TO 485S. •-72.0 PSF AND PA.FEVS LENGTH UP TO G`»8•. (( ��+ww �Pa UL PROTECTION PRODUCTS, LLIC, 2. FOR NEW WOW FRIA COHSMUCTKkti WOOD MEMBERS TO BE SOUTHEW Q ' _ . 1 G C 0 taC. Q aa00 Le, fi STREff PINE NO. 2, W/ S DENSITY' OF 10.55 OR EQUAL 40i ORA a tOW""APf Yaw: iti 3'Cta S •:•.• M14Ala ALac twcxea-ws4M.+sar(e54)eae.Bm 20-176 `nr�s NfieS (yp,J` u`,mw"n ."ICN° -,o mom ww +s. aR . mPrnr «xw IA,FrW FELMG*�=L/SNwMAtUACIr+A,'c 7w.tEa w YuAa71+,. P,t a'. : 2D or NIT ,3`/24 (m ware 2 1f4Y0lI) 1 4'7 2 ,( >W/ Co' (tuar a1S: 3 R06LP1O 60 9 "1." CONORM ANCHM JOICKU OH VW Am 3 iA,SSIA') 3' Maf, 71• Mil, 40 X4' 4 6EEDw 3 (1j MORM EMEL 2.= D r_.,._a -- � , L a..0 u� � a �, L � .4_�_.0 = I_ � t _a 1 ,� + A 4D -� ..- rr_. _ _ ROM D "h" TRACK 1 �I� "U" TRACK j ! I 1 Y " ' .• x . , PAtpE1.MATE ('7P) PANE: S END LIP ,,gE NOISE a, �...,....�...._.__,,._.., j'J., '.�✓f�,"� , �, - -.730" N".. Mdx. i FGI COFLYtE7€ ge ' aIF Ilf, W/ HE1T11ED EDGE. •' „J"' ,,> .._) ;,,, .. - ,' Kti SClIFDLR.E ON tow 25. mR WOW 'ACRck;--w. . N MONO t. a ,/2• , Ff2•= rt EN4 P1M�IFtS) K4Tgw9 ON SHWIF 2a M rmm PAPItSS. W/ QR W/0®.---18= -EASY PNEL TO aE NATAL= AT EACH '<lMulGO, .at3" T.DIF ® w OPLAIENIx SNNL N.WA15 tAINSIALLED TE�pMpOV@EO+ST wEAO1 fPlaReFP6 A1.18U5 8E PROJ/OED. W! FM &. i #2S• .... 1NT TO fACUFMYSTALLEO. F1WNmla#NwDE SPRum UCTURINVA= YION BE S +''�2aG• .,,w :w .,..: - _ INS# AimQF fiRDDTE. I �. , ) f M71LE j/3a' s 1' : _. r✓F€ 3fy:` - Y* (-' ,� 3,733• /'- (..t/4• M3a, CAP , y • w- itAP { ,Jr ww,. OAP tA1" 111Y. BAP�- ' � 1 V/ pop 130METRIC VIEW DETAIL A 23�" ��, € 2.Dh)' ROUNDED COWERPW/ a ENDS OF PAt#l^3 6 ' - $ECTI0 R=9 'G' 7sZpm WyaEasj `- LTW LNx W/ HEMMED fbGE, + , ,750" I 3F.tE t'J (___i L.__ - - I I,Izs' „a,Nc 3/3Y - I• ND �2.000•� I, ) - (I) DEF9M OF SERFS ,4v4; E - 2 HANG SYMA, PANEL SYSTEM ,'DNS ro* OF PANEL + -._ _,�......_..._S" i 7RACK5 AT TOP a PANW:MAIt PLUS OR T8• LONG E - 2 HANG STORM PANEL-VISMM CONS151104 OF PANF1:.:a AT F1i1TI(1M W/ PANahlA S: MTRACK ppyyuutt��� " Galt. TRADIcB TOP a BormM. (2). END PANELS SHALL. ,ALWAYS BE CONNECTED TO E?0g7tNO SKI. WALL BY MEANS OF ' • i:�l $ lLS-'r ICt3 I�MA (2).: �4}D PAA1E#S_ SPILL uWAXS TO OF SUN TO BOTTOM TRACK vTNEriWiSE A STOP 6&R PIIIq.MA7ES DIi, tf IISED� W s : @) TRACK AT L BY END PANELS 1 t 4 8(1 SNAL tE PROVIDED AT T Of SUCH PA31EL5. WSMG Ntft ORCONNEG�( To W/ 1 4 i-20 3 4"USTAWPP/@7/T 1 3/� '�F--.t2S" BDBt-TB AtYrti. ALLOY (3), IF END PANELS ARE CONriEGEE3 TQ �DTi4Lt TRACK. CONNECTION StNU, CONSIST OF OE`IiRE'0 ON Nl04iE {6tCfPTAS 1 t 4"a-2 4" M.S. W✓. VIOXil32 WNiO NUT oR I/i'f s' III. THUMBSCREW a FOR CASES WHEN Ei•W PANELS / (�} iAP�BCIIYQM 'fRACfG -LOCATION fA47ENER5 MA'P AT EITHER Of TWO {) gNY p er p pg TO BOTrOM %r& X'STpp ..BAR EICYLTkIN FIAT MFUZES OF :END PANEL SFMILL BE PRttY1DED AT TNW OF"SUCH PANELS.. (4), R7 CASE' THAT ENO PANELS. ARE NOT CONNECTED TO BOTTOM TRACK Q,e- ASIDP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS MO SOOF W INTERIOR PANELS ARE DIRECTLY S ONLY LGED AT T�77 A7 LEAS'P 11Y0 PANELS SHALL BE CONNECTED TD BOOM TRAMPmwm to mrm SILL WALL! N USING SPITS INOICATEO EN{ NOTE (3) ABOVE. W SUCH CASE, CONNECTION OF PANELS MAY USED 4aw" W TRACK MAST 80TTOM ACHINGS BOTTOM TRACK TO WALL g. #-atl`?•t' - TO BOTTOM 2RACI( MAY OCCUR AT AM' PAt3EL Lt1L'ATIpN, PANEWAT6. E�Ltl1YENGOINO StfOYAI ON ELEMATIO# :MBf W 3 1J/2' >•3 .x4L1' SEE SECTIGN 7, 3' $ t" ON SFfEET 24, SEE ANCHOR SCHEDULE DN SHEEf 2S, 6Ra. EDGE Q'DIFANCE. FOR THIS - aMfER10R PANEL USED Y W .A ok4ti (NIN�)#r�NAr1, go 5di{91.1TN0ATw,02 TD� �, STOE Oi PAMF ,MA4E O I .. , .p'A TLC #' T;�•.4/j' IHEIR DVERLAAS tTETANEO 6Y . _1 i �T _ *: NO.44i$7L z FLORIDA BUILDING CODE H h Valoo"y Nurr9cana Zone) r4?31rY "�\Gd FLORIDA BUILDING CODE ( h Yefofi HurriGam 3, ATE Of ;`ama.� ° rai0 '� 20 GAGE GALVANIZED STEEL SiL4 PANEL N0, 4 IBT�� AmTo ntma, Mo 20 GAGE GALVANIZED STEEL STORM PANEL DWws'° 7 "x3" ax UM. ANGLE URt GLOBAL PROTECTION PRODUCTS. LLC. A7jfa" `'. STA pF�_ RAL PROTECTION PRODUCTS, I.I.C. "T a �---. _ �ild— 1111r t A%IQE. t,, NAL f ��O Eas. 41 sa,. E1 snaE7 11, LONG ' Nu,Nk n tuawe a nlownNFa tvM,C n: a3au n ��f ae. F F MwD sa. 8, s7arxT 6063-'M Alum, ALLOY PE. ✓B L as a. w 3as .ww AwmeLr a> r a Nye (M»Iwa rNa, rAa twmw sm 2AMAW W n 1 `��1 enc� n«.i aH fAw.w,aaR MfM1a?I �.. .,�.. aMMR4 W. ruatQ L N,-.x Mat am.Tm., = AR-7bi_ssala ,y ,�` xN fA as I.A YxwwL14M,Ie,f. a Ina PHa1@ -Tb,A FAA ics+)fir-Elea 20- 1twEfLWIE GAd4a"7'dI». P.E: , . n :m8['p R: Of 29 "ArrrFNN( RIMY E. Ekttf�(wM,TMRE/0ML �G`pN87t�,. Pd - r _ _ waLF 33 F � . F r 1 I �p t i k I j f I 14-10-0 PANELMATE PANS W/ x ]f32 WING NUT WASHER e 5 I/4' O.C. . BLOCK IEWCRF3T ,)1YALL MQUbMKG ,MAU ATH#N SECTION 5A, SCALE sm SHOW 19 a ao FOR ARMONS IYPL A ifr. ey+:a. _.iMenu, SPACING FOR INSTAUATNINS INTO Waco wMa Amm mcm O.B 3 3 FRVE aWA)M MINS" MCHR SPACIN93 00 MRIWM EM OWAICB ARE MWIOATTD ON 7M amBtaorun Caves. MJ 3 a SONOMA:E FOR [D tm I," *OUT= am sCNEOM,E ROOM A4 HR %AaIF fif MULINPLYIA RAACMAk SNAWN ON SCHOMA3: bB.igN f,e:.r/ aAA Ot) S 3 ,fI ` A+JrtWL.CA am MR —No FACTOR er Dd FCWWWwXf rAOTIX+s FOR Tess OPFA/.TN>Ai TO 1# POfl9fBtE. REYAIctD � i/� � _ swm OBTA m usm FACM SHNt MOF BE NISI THAN MINIMUM SPINS 4rOK.'.I,1F6 FOR MR MOM TYRE Ow Y46 St3MDULE -'— 3k - .-`-'"�je'+": yid wwo litn'Yaai,eTr {gEYONQ) _.--��vu9EDcor�erc REQUIRED WALL MOUNTING IC��j EI IA_AATIDv W&MM 58 HIMINN '—L1-FFiESY .PiNE�. a r kMrM, SCALE 3/6 SIIiOAL ttfa M Y iffiLF-Z BM =0 PANEL 1, E-Z HANG "HA PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED.) HAS BEEN VERIFED FM COMPLIANCE IN RI) MN1tMVM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID a PANEUMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ORION) OF THE FLORIDA BUILDING CODE. BLOCX SHAU 13E 1 1/4". OESIGN WIND SHALL B R LOADS HAM. E QEIERMMYEO AS PER Six'T1ON 1620 OF THE MENTIONED ABOVE NR NED CODE, 8.2) MIfwM1AW EMBEDMENT OF I/+•'w X 7/8' CALK -IN ANCHORS SILALL BE IS 7Ja• 9MT0 CONCRETE. FORA WINO AS YH SPEED HEOUIRED BY E AIRLSDFCTION TH LL WHERE .ESE SIWIITERS YA � NSTAU,ED AHD! H rr NO ' 0-20 ESS INTO ANY FINIS MATERIAL SH SHALL, BE PERMITTED. Ii USING ASDE 7-1Q Ado SHALL. NQ'T EXCEED THE MAXIMUM (AS.tl.) FOR A DRRESSURE RATINGS XCATE8S. 9f4' P-20 SS So INCH BOLTS USED SHALL BE TONG ENOLWN{SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDKTATEO ON 5M1EEi5 25 a 28. BCJ� 3fa" IMO ANCHORS. IN ORDER T0. VERIFY THE ABOVE CMIXTION, ULTIMATE DESIGN WAND LOWS DETERMINED PER ASC'E 7-16 SHALL BE FIRST REDUCED TO A.". DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.5 IN CFJ" TO B.3) wN .NYSE THAT PRECAST STONE, OR PRECAST METE PANELS BE FOUND ON THE EXISTING MAU, TO COMPARE THESE WJ MAX. U.S.0) Des" PRESSURE RATWCS INDICATED ON SHEETS 25 a 2b, AIEOIiORS SHALL BE. LAND EZ1011tBfd _r REACH TFE MAN STRUCTURE BEHIND SUCH PANELS. MCHDRAOE SMALL. BE. AS MENTIONED IN B,t) AND IN aa). RN ORDER TO VERIFY ES THAT WIND LQATS AND AM USE ON THIS P.E.D. A5 NESTED WERE FACT OVER STRESSED, A UN INCREASE IN ALLOWABLE ST'ATSS FOR WINO LOIJSS WAS EiDT. USED IN :HEIR ANAI.YS,S. FASTENERS SAWING TO WOUD NOS SUN DETERMINED IN ACCORDANCE WITH N.D.S. 2015_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMID 0AT10NS MO SMIFIC47ONS OF THE ANCHWS STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF KANLUFACIURER. Q VERIFY TIRE OF THE STRUCTURE WHERE SHUTTER THE ABOVE PER FENESTRATION R MEN04NED GODS AS FENESTTN TESTING ABORA INCi SHALL BE THE RESPONSIBILITY OF T 7ORY, NC, REPORT $- 2032, A4 PROTOCOLS TAS-2D7, NSU THE 60NFRACr. TAS-202 IS AND TAS-243. TO BE ATTACHED TO INSURE PROPER ANCHD RAGE, THIS SHUTTER SMALL ONLY BE ATTACHE T ALL ONLY B D TO CONCRETE. BLOCK Z THIS SYSTEM FIRS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCLSSGMG THE OPENING FROM THE OR WOOD FRAME BUILDINGS. •. INSIDE TTHE USE OF � A LADDER OR UFT, THIS APPLICATION M VALID WHEN INSTALLATION IS (WENOM TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO-SEFt/CAUIx AL SHUTTER. COMPONENT EDGES WHICH REWMN IN CONTINUOUS FROM T/�I Nsm OF STRUCTURE, CONTACT WITH THE BUILDING TO PREVENT WDiO/RNN INTRUSION: CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 1000 INSTALLATION M APPUCABLE TO SIACLP AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOV6tED 10 BE PERFORMED FROM THE STRUCTURE, E INSIDE Qi STR RE S3: STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OIU.4YING PLUG ANY BUILDING AND 2ONIi0 REGUUTIONS PROVIDED, BY THE JUR(SDkC110N WHERE PERMIT IS APPLIED TQ. *. SERIES 2LX70 INSTALLATION IS APPLICABLE TO .SINGLE AND DOUBLE ITLINQ AND k}OR2QNYAL SLICERS STYLE YY1Afti0W3 WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOOR$ W— E - 2 HANG STORM "PANEL SYSTEM- tS PATENT PEAOW, 5. ALL ALUMINUM Y - ELORUSIONS TO BE 3- 6 AELQf AN 44. a fi9i5 80a D TEMPER.. UNLESS OTHERw6E NOTED) PRODUCT EVALUATION DOCUMENT .E.D. ( ) () ENT' (P )PREPARED 8Y THIS EtM>INEER Li GENERW AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PR04KCT; Le. WHERE THE SM CROfiONS DEVIATE FROM THE RED. B. ALL ALUMINUM SHEEN METAL USED AT CLOSURES SHALL HAVE 311Y✓-Ni4 AL1AT: (b). CONTRACTOR TO. BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSWAUDN INCLUDING LEE SAFELY OF 7: ALL STEEL SHEET METAL PANELS SHA,L HAVE STRUCTURAL OUALM STEEL„ ASTM A-053 OWE`. 50 Min„ GAIL:VAMZED STEEL THIS PRODUCT BASED ON THIS P,E.O. PROVIDED HE/SHE DOES ACT DENTATE FROM THE CONDITIONS WALEC ON OESICNA•TIONN W/Fy- 58,8 NMI (AFTER ROLLED). THIS DOCLMENY. COMSrAwCDON SAFETY AT SITE t5 THE CWMACW's RESPON&BUTY. & ALL SCREYIS TO BE STANLCRS STEEL 3O4 R 3tb NSI SERFS R CORRDStON RE45TANi CITED CARBON STEEL. 15 PER .DIN (�) THLS FltabUCT EVAN.WT1+bt DOCUMEM W11,1, tE LTJNSWERED INYAtJO 1F MOdFE3. S 500. B W1 50'N8, YIELD STRENGTH AD9Q kof TENSILE STRENGTH A SHALL COMPLY W FLORIRA B G 4 / UItQIN QOOE SECTION. 2 11.13.4, c SITE SPECIFIC P E C ROJE4.`iS. SWILL BE PREP A ) ABED FLORIDAR£Gf"SSERFD ENGINEER OR CT H B1' ARCHITECT WHIC WILL. Of RECF ('E.O.R,) THE PROJECT AND WILL BE THE PTiQPEa# §, BOLTS TO BE ASTM A-3O7 GA.VAN12E0 STEFJ:, OR A151 a34 SERIES STAINLESS STEEL; WITH 36 k4t MINIMtNA YIELD STRENGDI. BECOME 71USE OF' E PS-0. EN A C`RN AS M RE PZSIBLE COME 3ED EN23NEER TO fiHE P.E.D. ENdNEER, SNAti T0. ANCHORS TO WALL SMALL BE A4 FOLLOWS: SUHIMT TO THIS LATTER TIRE SITE SPECIFIC � FOR FIEVIEW (A) TO EIIIM POURED n+n' (aj 11i5 F,£0, SHALL 9FAR 'THE DATE AND ORIGINAL. SEA. AND SIGNATURE DF THE PROFESSIONAL ENGINEER OF - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I,TIN, BUILDEX. ONG, (MIN, PI-3192 P.A:i) RECORD THAT d+1iEPAREp. IT - 1 4" f X. 7 8` -�kN ANCHORS' MAN T M f CALK , AS UFACO) AN H DLWAS I . (MIN, ED 1W IE , L J NC { P.e. ) fB, STORM PANEL MANUF AL"TLTRERS SMALL BE LOCATED Q Y - /14-I0 PRNELMATE FEMALE ID +k PAfiEk34ATE PliLNS ANCHORS: A5 MANUFACTURED wY ELGO CDNSiRIIC'[K7N PROOLICTS, LABEL LQCA N A REONE VERBLE BE AT STORMFO PANEL IN BUILDING LABEL SHALL BE. PLACED FOR EVERY OPENING. AUL ACCORDANCE WITH SECTION ECTIO .3 OF FY.2 IABELLNG TO COMPLY WITH SECTION T709.9.2 OF THE F1.EfA BUILDING CODE. OF HE FLORIDAB DIN At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3f4- AND 2• FOR PANEUAATE MOORE W At PANEtMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4"0 X 7/9' CALX-IN ANCHORS SMALL.. BE !S 71B" INTO CONCRETE. NO EMBEDMENT" INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4` 0-20 SS SWEWALX BOLTS USED Stull. BE LONG ENOUGH(SHQULD ANY FINISH MATEWA. D451 TO ENGAGE 3/4• INTO ANCHORS, MINNi1,N R A. tip "' Aa) IN CASE THAN PRECAST SINE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUFIO ON THE DOSING WALL OR ••• C(j.. • .a{ Fi.O4V2•ANCkWRS SHALL BE LONG ENOUGH TO REACH 714E MAN STRUCTURE SEMMID SUCH PANELS. ANCHORAGE SHALL ''�: lGEN BE AS ME.NMED IN A,T) AND IN A2). • N47 . (a) TO FST:SSNCRFFna= �,f - * - ifd' A TAPCON ANCHORS AS MANUfACiL1RE0. BY YT W. BUILDER. INC, - - a FLORIDA BUILDING CODE (High Yeoc HurAaana Zona -mTAfiLOp, MID: •- 1/4- 0 X: 7/0" CALK -BM 'ANCHORS, AS MANUFACTURED BY OEWALT INC, (('m.ISC4 p,sj,,) .`.: F' -. #14-10 RAiEL1a11E FEAtAL£ W AND PANEtMATE PLUS ANCHORS, AS MANUFACTURED BY EISA7 CONSTRiKTM7N T�-I�. 'Y` ' t 20 GAGE GALVANTZEO STEEL STORM PANEL OOWNN eri ,..-,ty`4 PRODUCTS Vrwt-2071 P.8 L) .. —_ -. mo UL PROTECTION PRODUCTS. U.C. °'r"x, tHyLt+" C O Ea asX1 aaL At sNREFT *W MOW, f4OM8+3L. 3R3(%44Q=aT 20-176 n+w, Po4Ys'rilau.ns: enter CA+DaiR7,8 ax • a.n M .aaR'iM " MUM sEN.�1L41LRRfL,A7E "� P.E YOdTER A g.ie _ � , _. _ m+MT 2, or BF 511 SCHEME TOTO AIL f SCALE /J2' - I• 0101 RM01 I i 1 i Z. uatti 10 CLASS, M SEE SCNEouE i ,y.3p„Y FAR Ala 1 4Y-sWEww r+/2d'3/a• I I Cdl 31us1 2s } �� � � 1/4•s-�at/a• � 1�k� ERs: sEPNGTrON... i 1 (! A!`Ar3laa• 1 10 i T/IY ,,N$ ; 10 RAbS 11 i I R3NL � I r t r 1 r r k q{Ow j owrE i ' 11 I ;I t 411 jJjj r° jlj alu.aa _ r 'fry' �, mwtgRTE aI L. %..:,r Tr..�. .- 'rr ,/.^k2f.lH•«ux tWXu,e 1nY i FawnLO / M 44£T m j ^Y':i ySil'A-9fb9/{ oaf r YMa _ -_ mAIT 4 a 00 EII: I faflAaIIar `,` s` i(i¢0Ai an�Cfc tYws,ar S t+N,A�'�j f` LW Of DES tb 4E ,jRp pu! taxaA,E A,LOS,nB v _ awt I. YANK ON aRr T01 6 !a ,Y At. W 2 t ig= MOUNTING lii`n > eT` `a `�` ) 0 4. ecrrrnu Di 0SIDE 3Ja-1" EIS TS%Lt�ML.UNO MOUNTING iNg. MALQ=QU{ MgI14TiHG [MST, SCAE 3 8-#F .s.4LEGTIQ/NB-I; mar(tmgc w Ua1NNlNtk E i orme < F, we At �ttolA face as �'Ic°R �4a+��� � T/(+(/, ,y �2jj� ,f� W3aALA1WN 714E ON oEEr 4t. $$ �: • ', •MG� �d V S NIQI£ FGt Pa"Eutdl OF BSTIDL4 NO, 44167 .• FLORIDA BURRING CODE NI -- O TOP A BOT101I MaMamaas CAN BE IXiLwMIED fN UMW TO ANY ANY SALT a OWfNiMNAt. . STATE OF : =,� *14m 14TDIO, fc. 20 GALVANIZED STEE9 EO. s FacE fafAICFScMaxp. 0 ' A • ltr �4 Y—'rs✓$va�F ILEMFa_ GLOBAL PROTECTION PF 0.aNEm , 5 I/+'x+L4MAFa• 3W O,CpM -4 -1 N -C U) Cu OO U O C 0- m -L3 a- .cy) U U O (a O i:= L_ �- O O O cu U— O O c 0 Cn Q 1.4 \ O > W Up Ccc m C�1 ® LA_ C m cm w 'L7 tV „C cu QT 13. d n�.. C ca . B: II7 QA .0 _ V at > C L'J to 0. •� c 0 CID 0 U y cT .�/ U) O CDL w p L_ CL U � ■ U) V :/ CIO 00 LLI Q z z Q J 0- SHEET NO. SH 1,2 • r Mr r I N i J-4;i.ati N 411 yE 4 iiIf"L W ODUM AS& - CE MWR. P �gN y SEPARATION PNfEt Mpl>CA%E TC1 - RATIK f. (_ T6-- amix StYt7W0 460.a -7ss 79' OR LASS 1 2 9. ti / � ' V ,'W 2'W # 3"N6'.` +00.0, -75,5 70' OR LASS 2 7/8• 13OLIM . C & 4'W - MFASIatEO/4z aDRDM OF55. NC r1MflAJT AT 1MRM & 4O7F of PANEL. LENGTH PANEL N ! r ' ,r,. ;i' ;± tl N •LA.-,R. 71A, 1ta 1: ,.L .ir migix N . :•lim N 'i ) 21 =f Y PI h „G ,.-� T 'II; .ht 1. A R� -���= j 0 _ MIAMI" maims SPACa10 FEW L D. - 3 1/2' - -_. NntrA&E:0 IFIII, Or THEN VA %VA. iw-) PRESSURE RATNG 1. w Iwco4s ,ro 17AK-IN PA 40-VATE FEMME W PAN'EtM41E PLUSSEC"M CatNaiElE 9D CONCRETE CONCRETE 10 CANCPDE 10 CONCRETE .. 12' N/A 12, N/A 12' N/A, 12" N/A V &.2' {TOP) III 3-# 10* 3- 5" 4' a• 4' 1' 90'FTOM)4 - 12' 3• 12' r a" 6' 8' 6` I' 80T10N) 55.0. _7;,s N/A N/A '..N/A N/A R/A N/A _..__.__._- 12 i/2- .... � i1" 2' (BOTTOM) .. 7T1' OR LASS f. r _ N/A 6 1/2' N/A- 4 1j2' N/A 4 1/2' N/A 3' (TOP) iZ• N/A 12' N/A 9 T/2" N/A I 9 1/2• N/A S (BOTTOM) 12" N/A 42" _ N/A 12" N/A 12' a" 12• a 1/2• 12" 11" 12" 11• 4` (BOTTOM)... r r A LN91ED TO 6&O ... S,li DESIGN ✓'» RATING: P ♦ 25 FOR TYPE & SPACING MR ENT SE OEE7 ANCHORS A4IJOKINS $TAD WODG FRAME . WWI* ANCHOR,11 LESS AND MINIMUM p14LWCf ARE ON MB t� INDICATES BYfAX7,E. FOR SPA LESS RAN WmIG7Eo ON - REDUCE CIORS,FOR Eit+D1AE a*a2roR 'BY WATIRITNG 10 BE LIMA GN S' TFE F 9U E1%AE,' DLLDw9NG G FACTO FOR 7t5s 9PERAt10N TO � 1TWIXHID SPFGM7 O9AAm 115yr1 FACTOR PI7li80E, SMALA IVGF lff Rt$6 THAN WNOAA SPACING INDICATED FOR TYPE AT EACH +1NLi14R AHCNGIO LEGEND- 1101 1OR m : 1/4•a I/#-. 1/4'• 1/4"Y TAPGM/FAFMWF _ DYAD-W, 0. mom S NW* BA) 4 _ A 1 3 2 1/2 w0FIAPAA, OH,et.. wa 3 3 3 1A.,.Ikwj gmblM it 00 11 3 3 i/2 3 T 4 "A ERNE IT - 3� 14e v 1 'I• S MIA, DIStANCCE. BETWEEN BOTTOM Or PANEL I 1 ' AAa€ . 10 � r: BE !2 MNI V�l .I. IREQLIIRF$ Maw OSTAWCE BETWEEN BOTTOM OF PANELno a) TD BE 3/la' /16` NBA, COMPONENTS FOR REGULAR, UEE SAFE[ & E-Z HANG STORM PANE, MUMS (SCALE 1/2-17) 15,I25' tICIAL W .,_ - ...,.-, _.__-__-. ---12,500` (EFEEGIME WIDTH) _ _..._ ......._ ,> ._. 2-16771 i 25tl , - :193` 1 X/4`a-2Lha/+" 750 -- SS STAR RMETED !x .--- m,.._5 T/4 (1TP_)---.. ,d.T __---- --1350•-.,, / \ - t.230" )qG• ,374= :ief �- .d881q• X25 ` 1 m ANGLE s 6 1/4' 'r !Fl (MAY OR III 2 TIRMRSEO) 0.024. 1Wt TFpCK 1^y f 17 T p AINIZED -5 i EDGE G4LASTM AOa} TYP. "' .t�- I G•.BaaYNAMVA$TM E / ,,.,.._PETAL A 4B j({ 1 g.rORW PANEL PANELS DOLL BE 96fALEO ALWAYS LEFT 70 W T 2' LE e FROM WAY / / AT END AT LfT7 �E ITT PANEL _. W/ f$NNND EDGE. 40.05• A?4 aN2• p __ I 4_. .2500 - 1 407" 0.623 sue' 4.=-` 1 ROUNDED CORNIDt O ENDS OF Pf+1dII:`S' END UP W/ NENNMED EDGE . N a N&r.:017' II 2EZ78• (N:1.S) I T„.. KEY BOLE aura I `. '7-I 31 -H,54 ALUM, A.LOYi. I fT�P") 05 I 1 2.124'-..730• -- 111 " N 2 Si H A15ER E @ I - ___� .SEE SHEET 6 FOR VDI MIN.. .513, LOCATIONS IF SLEEVE UJND'RX 5 1 1'. •�1 125' ONLY VALID FOR INSTALLATIONS MID �$ Sle 2, i /$" t - M.)a., WOOD sTRDc 1mMs. MAXa LENGTH � ) t ;MOOD . • 2-0 1 DO, 1 3,750" .._.'] i 12S' 2.Ib0- a 6aC,'_t {/g�) f Fr�22t11,rp t.11s' - s 'v/ "U, r' 4EM i� AEi t' •0 �- .- {fY- j.7sD- I r r -;. ,374• "'`�) SAGO, _. -- , 8G8f-r6 ACAOY ... __._ V ,._..) _"--"-i N I F__._.___ t_ 1,- 2 W0- P P 1.126' 860- 25D'- " L 123- :T'. � O MIN G 0 -GYP I S I: . -E `i,�.) ,. � ,_ P .ONO 'L �' .- :250" „.-:2.DD0'-___'"' �..-, � "�,• GEE SECTIONS-.,-, ..,, �. - MA. $04• aiHf Q II12 TUT *r Q B5IILR-( UI "F" TRACK is b((po WASHERE31 MONUI 5 RAM AN= (ZAMAC 3 ALLOY) RE sm 9 IQ) ALTERNATE 40PORM AFICIGTR$ i.00ATTON .`-' SEE S'C,iIDULE ON $HEFTS $ iTR1011CAH 16) ILL ._&TERNATE LEG t i 'J" TRACK t@? PINEL HANGER (USE DRILY FOR E Z HANG Slow PANEL s SYSTEM) BOOT -TB ALUM, ALLOY. ;;M- on eS MS w/ Art o.c. 4 PoR r R E Na1D. 70 GLASS, t M rs$A7' I 9 i PeE .F�•TFa n<•' AHED t acua r LTIonN GW7t r / I (N SHEET s I -ai ( 1s i101T3 r P 1 ) SPACr] SCHEDULE ON A - ATE ($EE t �u bA.AR"" - � _ ie & NAE&/P 0 -E- .. ._N StffET 3 i '' � L PANEL LENGTH -_ .-._,. __ rOAKwL 1 L84. M7MI, cat Y 101GM G� 7 •4y PARE. LF3NOTIH SEE SCHEDULE - 1 1 ( E t 3RM - T"`� 9H SMEE'�I' 3) (�E` SGHEOUi.£ P EKL.TIryG_� ,.,<.I., . _ ..,_.:_._...___.._.... eAHRTStiG.:) i u -0 SEPARATI(N I I G1A55 i I ON SHEET 3} a1ASS I _ E($EE SCHEDULE I �!.J L 3ox I­_e.,.S.� � ;may ,-- -__ I ' ON SHEET 3) I. OF 1" I 4: OF Y• i (��7� 1 t MAX, I ' # I MAX.,✓ i "11 ;; 1 I f rt.. > 4 - ' A: �'.°"°' �.-,. E,D, I i S , ra±'` " T 8OR ' 4 O O.0 ' ..,__..,..-.,( E{D "fr,-i£NGTy.. i 'L" - - i _. _ r OF I MAX 4 I �_. - - It CONCRETE ANCHOR$ =''` „„ Q. • ! i!4' p,0. CONCRETE ANCHORS ••.-•'-- I :1. r }. PQU �. �I (SEE. S;RHEDULE ON ,,... {SE£ SCHEDULE ON j ,,....,._:_,_ .. ._,-f p .+.;'a• 'f`'v . .5 EDGE OF WIJI. OR SU:9 SHEETS 0 THR% t0) SHem R THROUGH 1g)_•._•; 1-up i/s..NG Wx ALUMINUM S \/ �il.T. CONDITION) SPACERS O 6 _ . D.C. VA D FOR S%4 , ptISTING POURED CONCRETE ALL. 4ESION LOADS AND PANEL 4 .'y� 3R CONCRl1E &.00K BLOCK CONCRETE . `. I LENGTHS PER SHEET -3, i�OR CONCRETE CONCRETE ANC+iORS REWWRED. rX P (SEE SCHEDULE Oa- I:.,.._..�.Et):- ' REDUIRM, `" i2 0C ( Tyr L.ES AtCf'N O SHEETS 9 THROUGH 10) SHEETS H & 10,I SCAM 3/8+1' $CAE 3/8-,• SCAL:E 3/8,a-,"' CODE E.D.. EDGE DISTANCE ,NDiF.yk'DR C9L19lNiLTX'L, 9P"S+iL!#:; (SEE SCHEDULE ON TOP &BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DET��l FOR S 2t?OD 1000 INTp WOQf� E- 2 HghtG I I IRES 5T0 P DEL ! t/4'• lM 547&11r i e' O.G Wf ,E.�(STING .5IR i/4.0 HAa R,CM" i ,M O.C. Y ! 1!2" awn, THREADED > TO ii6febu. NCflD HFMFlt- .d F -{J} Wir. 21w MOOD ' --�- ! 1 I/2 14,. 118NEABEO PENE1 */4h - TO EO15'nHa W4G0 HEADER. I ., Gam. T#1' S,M,S. 4 NT _ i ,•:>' '1 I. i / 14 ? !1€R. Iff7'tRE4 FLAT OR ON EDGE Ifb•e LLG 9CREr'4 4#` O.0 r/ !2 ` tan: TNIY/Qm PENETRATION To. "wt" wow LEADER. EA aND �'. q CD i " 4 GaN4. JET4ef•.. S.MS. A�Ai, t l k / `i // t. a. . 'A 2, : ? 4" M3. �„ 6 Cot, W/ 7/a•Y w&c p. EA. END O" . S gg .. } {{ �Y NU i 3 OC �( :.1 Xt N 4"A- A 7RU - `i4 v'r .TAG SCTEEaS " a CC. r! 1/2•LtL ilaKAOm PFNETRNTIWN !, t Cane P74A1 SJa$. v r'I 1 6 m SOLI OF�"t.- E N H (5!i DET,VF. i/2° & Hf f6 4Y?rtONfaT XD t�Isn+NG w�0 HFinen. ,• c. i 11 y..1,• , 1101E TA BELOW) ,.-. .. . N wqr baLF' Ei'ERY - ) §... , ! EE T1A a I I 1 17- X 33f/ # MJDTI F E ENT£T . {N61g3TR EVERY ffYA.) - (. i 7. .. �. 4 Letl.E ,$,' S.M.B.. I.ENO � [ ODAA I- a NNGTE to .' L u s.. t t ,.. t• N I j• WDOD HEADER. MFCAtm 7 $SEPARA.W% MS.•W TOOT/•" { W_ W } 2' $ ,r Ape f SEPARATION tLa .)G�t�il.4 W.5< / TO DLAG4; 7/$..N3fj2 I ;# ?2 N� i i - t0 CLAM Aluff aMS/34 EVEERY OVmw Er NUt • Eri.J[i (P2ERIAp T2- 0.C. , 1. i SEPARATION-i 5 "i _ , _ x j(( q2.:. I X/4"w-;2f 4p. - 7 SCR:W / To CLAW ) T/4:!_2oz3 4•. 0 EA ('"-., _.. u/ i5' Mae -51PARAT10N fW".>I*T/ 1wNG NANi' A 7:. 32 R �$ I y � 10 lX.L55. E tVZRY i 1 kYFRY D4ERliF � -1 il$ � Tj i g. +J- _i } Ir f H r N I ,I { r 6 w d 1' , ' *, p a -I£ - �L'>. ij tt t ass-sos 4' Ms: / j •re333' 7 /e / AI .e � 3 3 ealXif J I -i *3 �3`+.. � oi ^na` ,' w _a I '^..jj tYAG 1WXiI D.C. i. fis14_j�r'. 4 A3 ) 'ir,., `T .. . n �"x b 1 B ;r ! 1 1 4 a- 8 S w1 B 2 NUT • , i- �i• v , h 4 OJ PANEUSt4TE ETHANE PLUS w v •\ I T • A_'-_t22m G«A _ - ` "S'.M1A"• ' y I - • NOTE 1A BRDrt PpK7RLTIW1i 12 I/2' D,L. W/ 7 aa}ffj2 - �. `j - L NUT r4` r T/A'1+�LAG SCtICA3.ea O.C># `. "` J a 2 LR5- Ithl" PEN ff a 1K1N (2} 2'.4 :._I 4" . w.� +.,23G - TH ($LE G : 1N OFPNATEAT OR 1=• PLA«R w (} EtTU m 4 IR UIOE FLA DII NU7 I - 5:.. A ,{ ;*. 1 '. Bl:LO,Y)}W ;,. ,, i r//aar2oawT/4' r/s w" 7fa'&O/32' ( ,4-fO PRREIMATE PLUS W 7 a• ioa NIAmRATI N a 12. f 7�, A s N6f£ RE1Dw) :1 #LNG NDT of 12-# tlI O,GaSFR� GOODIFP. 2'x4' I. I!1 A CRIERS D0 5' 6,r, w/ un Mal 1/}'•• SCRDYS "!r O.CW//At Win 3• TTO! 0 PENETwRSCALE LA F A� R f E 2 W 1/4`.t" z .a' nDPETNEIRA FA.A`fE IEQUINE6 FLAT REQUAIM 11�66mm T SCALE 4/4•-1' ( _',.. ..' FL_F R T+Qt�_1}'EF� -W r� _ UAAWN E ice. INSTALLATIONS ARE ARE ONLY VA D FOR MU04M WRIT A5.0 IR5,14TA LOADS UP TD a660. -75.3 AO AND p4NEL'S WZk OW UP TO S'--TD". j JEm '4Y F, Ilefff StRLE ,/4".pi' SC 2. FOR NEW tNOO/ FRAME FfOOIF to RE, SD1T3fEAIN PINE NR, 2. W! 5flEC61C OF 0.56 OR UNAML r 11fMiv%W ,'�Ir71j � *,3* i��°ttrEr •,.•v . ,,j�$WE 1/4-. S �: V -. �,',CiH+Yt(+'"•.' y+ _I mom LA; {D WELL A6 PANEL CON �YD TRACKS.3{$E GIN:S(�� ai 6DRDWnAWISED.D il s AMMO. 4 . - - z * T �� a .Mxm Ws FLORIDA BUILDING CODE (High VelocT Hu no Zorfefl 24 CAGE GALVANIZED STEEL STORM PANEL : Ft' ORtwR Wr.. 16OD OR 2DO7 WA2AT" IYYPE ON iiS€T 23: 4 «q°. '(p, R-. �,r=_/_77!_5-_!_� 4 ;.CB�' t°J 1`; - • c„� ., w"r+">Altwi rmw //r1 /4f�� C #PLC. ; #Ti=ef2€AM t o PRo t ON PRODUCTS, LLC. „� WlE FRR NYea#GXNAI DF SfL7. U TCOl1♦4WF _ TDP ♦ ER YYODD RL ,t' ••'�LQ s ••....." U& eA. EI, M 4iq S,r. S, s1REET sWanEe&�Ns `- AHY upm rL wIa20-136 x4R 3, TOP &FSM MIDURIMIS CAN 9E COMBINED IN -ANY IWnY N StAf ANY 2NSTALLAPON. A„`�rliAt L y SCAii t/4° c 1• /AbllutHll NN 0..1/ P.- 1,1¢m L19C&aAI" n..,.I pW [n• M9R714 NW" m_w. POINT.. FoHjt1b^124n, FAY )4.1R` �9-6K7 '• aomNA.i T+" ar. s AAE ET a>' NOTE s SkaJi'ER i NOT ?XTOVWI TOR 19RR[rY PE. 1ElPAft wANLYR A -m - 17 1 _. _t _ • _ �Mrt2ra,Wrss:: we ' Ci' 15-44111Q I. v Nirl. I:_: A- .G ( MAXIMUM PANEL LENGTH "L+' OR %-•" (ft.) D MAXIMUM ASD, PfiE5 DES RIDeNG (p.m) (4 Pr-) CONCRETE & WOW INSTALLATIONS t 44 Z_ .. 2RD 7' N2 •-aI, -1-1. Jac if-9" ?a'-V' -w lD-fv' To' ' -D 4av f0`-1' 9'-4' 4Sa $ -6" a-9' Sao s-x Y-Y• 0 r-4• 70,0 7'-a' - 7-0' ,. BRO 7` 2" s-7- 8&O 71-e 6-6" . ALIT a'-O' 8`•-71" 10M.0 a' awry". t�Q 6-31 �5-$' f:Ro - 5-7' a RAa si $e rT Ea - a -a' 141LTH TRACKS P35..f4a. 43 & a4)QR D.M.,0.(,b DI=1 MQMNTED AI EA4tLSNDMA MAXIMUM PANEL LENGTH /� �'; N @.0 or AL, *L+' OR AL_I (ft,) 0 MAXIMUM, A&O. PRESSURE PAYING (P.a,L) (+ w -) CONCRETE & WOOD WL5114L VIONS I ♦ - L,F I I - 2R $ 2&P X2" -11'7- . 3R17 NT' _a f0-7• 3'a a 10=20 $'-$- 40,40 9 -6' 9'-I- 4'a 01-S1 817` SS.e IF 7 9- NIDa r-C 7 S•. ma r-8 r 2- 70.0 7':3 1-€1" 7&O 71-0* 61-e sa0 71-0' no 760• 61-31 9D.o !°-a' W-F &sa 6-r El-f0• load 6'-3• E•-7` . IRSD 8-3' 11'-4- 4-MD" n6,s.. 4'-e MINIMUM SEPARATION TO 41AW SCHEDULE MA NXUUMPANELL�H WIND SPEED G 170 "M WAD ISEED 0 > 170 mp'. 0A) UNFICIETAININED RFSTRANIIEA lIlRESRW2NED RE$TRNFIp1N 30 OR LESS 1� j 7' fi- 6 1/ar >33 HI 90 I' - 1 T- 7 T/2- 7 1/2' >90 TO 145 I. _. ,i" 7 T/2". T I/2" >t4S lD i , i•. , 1 1/2<.... aa.1-1 1A 1 - . _V .. kmit►rflLin HN'1►H1MAAL TOP BDiTDA! MWlrT HEADIER ( HEADER 1'STUD i �€ TRACK " D G= - DIRECT MOUNT 46• 32' 32• 38" 8S• 1" 56, $ i.s" ,6" $TUG ANGLE a5' 1. 32" 32' 42' 1. 38". . S '"r TRACK 35` _ 32, 32* 42` 07• so. w t W. LINE. ttiAtK SD' 1. 1. fir; W" 56' w Sr 32 i` 35* ANCHORS (SEE SCHEDULE. ON SHEDS 10 *11) r--rrT-, 3/4 4^ 5/5 & 6/5 12W/5. 3W/7 dE 4W/7 -r -I - 7-1- -r T I ..__ _. . {' I t. - PANELS W 1 4i-20A. - I L I L I - TEA PAW BULLED / iOL EMS t' 1 { (SEE SECnON5 AS - t S.S.NS, E#NS W/ O EA OVERLAP c AS S$ 5ECT10Nv (jj APTNJCABLE) i � I !( ) 6 . q 4 f �_ �. I 1 j� i- - w f j 11- j H i jrr I I tt i i i ! IJ I 1 I I. ' I i I D.M.. 4- - - {{(( Of `w.v,•3 MANS -"i` �_. „•I.a` - M N j 2/4 1 /4, 3/4, 4/5, 5/5 A B/5 1 MPL yW/O. 2w/6, 3W/7 & 4W/7 1__ •-MCHORS (SEE SCHED" INN SHEETS O, l0&11}-__..-,.,--__..,_._,.,...-'. REGULR 5199 # PANEL m ELEVATION 2987' N.T.S, 1/4• L GAP (MIL 0~-1: WINE VKLE'Y) tI .A r T a mom�, :._, f NtS. ,. ND -. Q(t) LN, MA%AUJ AI; M.E PoWEL LE91Pai" FORA WAN @OSTNE ASA OMAN WAD.. L .MAX ALLD PAWL IiTNOM FOR A OAEN IEGATTVE A5.0. DESIGN LOIN. (2) PROCEDURE to DETERMINE MARACA PANEL Loam AMEN A. POSITIVE ASA. DESIGN WAD, DERSIMAE w,)w N PANEL. imm "L+• FROM SCHEDULE-.. OVO4 A RMATRcE AAA, DESIGN LOAM; OCTOMNE "NUM PANfE}. L2TIM •L_ FAN 6CHEOh�E.-. F'ILL4 'MAOIMUM ALI.OWA1tt.E PANEL. LETN011N 5 EDINLT(1 THE 4ETOWINEO PAN¢ 1EN011/ 8ET1 .1 1+' AAA R=. (3) SEE SCEOL4l: BE OW FOR AM. PANEL LENGTH FOR POROSITY EL AN D PIN. it WSIALLAIIIJUS INTO ill= ARE LAMM TO t 05 -L MAIL USA. MICR PRE W.M RATING , - D... 4 4187 1 TOTE op 'i MR s0A2# MTDR,.. I L % O P Aff: - 4 V EL 3 CAGE GALVANIZED STEEL STORM PAN + "' HMINNI 51'. PROTECTION PRODUCTS, 7400 6?MS T 't"41`•• i)ri(t)a,.:j$41ri= '%� fr? ilm sm. .f+ saa 33').SA V r _ fn. .O ± awe xA wanawW".aa'u"I" +uaa • Pw aH-tA)Y. rr. WaA An-rAt PHGr1('n• (�A�-T6Nan fAY: {9#t)SWB-5Nf 20-175 T ON PA 1 INSTALLA INTO WOOD ST ORES - -r- __ M, r,_ , _. _-1 �T� L I �_ a ,. qp 'SEPARATION I- �- ,1i 1 V.Lf :,._ ,. 'WOOD ANCHORS r G � ($E[ sCFffDULE I 1/4'v-20ar• 1 I SEE SCHEDULE ON •^"',•>� __ /!��AA a,,4:s-2mlX• SHEET 11) -(1) NEAD I�IU3 I ON S7EET 3) I .-y13�e0us we `_1 :1 , _ , R eat/4• as t_ _ '-.. . J 4 ,„ , ; ,± I ., I `.""`""'k I - 4 v A,oA. MOM. El T N6k.t-." •..,`.`.) PANE LENGD4 YIOp(I'HFAD;�t I "._ N WOOD' ANCHORS `` 7 I V,,- f t I t {SEA SCHEDULE ON Ill I GLAS$ N 1 (SEE REQUIRED 1 ,, tom.,.-,._...-�.._-�,_, r _ ON SHEET IIFOR f 11 �7£ , 1/4' SHEET i 1J W ' V 01 I I SPACER _.Nt/2.1 MAX A I r' - `- Pi SPAOE3E OF L. rf, ._liTN6tH 1 `I. i a, ', I 21 .) ' /^ i N 1 E01__.... MAX. WOOD HEAaE@, ,- r. `a / -. I #._:,...,_, ____�_..,..-. INEG()IRED a� a ti I `Mr, I - "LIZ; - I �- - 1 II. � 1' MAX MONO ALUMINUM SPACERS ON 12 1/2" `' i _*- 1 ' •,, , !�O.0 TA(R,E (SEE X1 ON SHEET 11.) tan. 1 I I S �1. I SEE NOTE - BELOW FOR L1MR'A4)S FOR SEPARATION :I 'L" HAGS.. I I `L MAk, I ,-, G , ({ { 1 1/2" LUNG SLEEVES. 70 i I PANEL LENGTH 1 1 } '{[[1 �, PANEL LENGTH (FEE SCHEDULE I (SEE SCHEDULE j I (SEE SCHEDULE , %{_- t ANTE F19/AE PANEL MALE 1 O8 SHEET 3 t ON SHEET 3 � f. ..-PANkl b OR 1 ) (91 SHEET 3 N-- _!-- t 1 1 - -- _ _....... !. PLED SCtiED1AE ON SHEET 1 .._ate 4. 1 (( I ($ ) E _._a, --.. -, 11 TRAJ6 I = t Mln, '',> ' 1,±`,: I _ -i A, rA i , _ rw T I `1i ,¢1t OAK 7` �1 9 MR 1 E10 BnH� 36 {ilA4S, 1 2`I4' N1D .-.-....: z - "'" PLATE EER SN, „I t...._ -.._..._._ D GLASS �.{ SC. I t REQUIRED It I i ON SHEET 3) I CT MOUNT W/ PEER 1 �) r _� _.._ _ i ► * 1 �^ tIITERNATIVE 2W1 ..,.. ... % r I ,•-. L7 ESA? "Lim - I I i °'j 11 #0.1z TABLE 1 ON SHEET 11 FOR 'MAX PANEL LENGTHS * • ,, 1/2" D.D.i I :. 1 I - ,:.•"j OESION LOADS FOR THIS JNSTALLATOI. ,D L 11. La I £0 -.- 1. ... 4;:f. MAX -I L >:• L..____..J -. O 12 1/2" O C, .. t T"*,. i# __._,_._._-_-.-1 EDb `>y ".....:.� ., , e f .>e I 1 1 t 11 !p t y�{,,i� # WOO) AANG"s _ STAGGERED W/ STUD BPXiA SA IW' E 1 tt2' SUNG ff: 1, I --{ �a) "'-) .� 1 G =I ` , SHEET IT) D) WaNuU x 15 LAMM 70 A ONE SNORY mull as $1i11 15-6• . 4 *wm- MAX HEMS M7GF PaNwn ITWO IS A1E8MSRp1 FIRS ANY 25M' WOOD •1 , ;Wf .;. IS i I f , : - H 5.: ' , F: i' . ". ; . , 7 e1Me61G "COW N3AIM'NR.Y e18IG1iD 11N SiSSf tt} 71117E RE{Nl RED �, - .L D ANCHORS f i + ,� , .. '.. a " i. 4 ( ,.. Y4,. ' x�glot P IIRt 4kAs5 t[0 K W7SL1 tpx 2 s. {- ... OGa# 11@pN OdLYY1N PAC " . WRY.. MAT£ FX4 b OR _. .: ..-. - .. % ♦.WY GE : TU, 4 AB ,i . I (.'Y3'ANXiH4RF taI .. , ., oN. tSDUDeD ! >r..,:I Id .. FEATE REOUIITED .. , , STAETGE W W ON , yN� :'� a. .,.,,..m. YE 9ESP� NIt'NR'e-t 4 0.0. ON ,_.. L. IDN6 +KI ATE FOLaehYT OfN1Gig16 Aia ___.,.w - S {{ SHE S11) -; i { SWEET t 1) CGI6tD.iD MIRE 1 5/ S eItlD a A PRGM f2 i/1' O.C, SPN2[de WJ/.dwkD ON i I 11 (1) Wfam ASD OEM PRISE I RATAG 5 440, -0 P.I. (3) VAX. 24 GA4f PAWL LRIGM 5 IA.WTOP TG e0' AT ANN OPEMRG . --:..� i DT4R ffi A RF51d9C111) MOW tA7RkgR PANEL tENGOS NNrNED IN 1 (2) KAP eIGRM 'AM iyGN NPF *S'71[MAi, SHEET` lY). IAA �L ���p± TER (4)-1 1/2' tON9 011001 IIOIIPMW 04 MWL BE AS ARIC'J M OR mgu"x - id) a19M! PNE1. 58PAUMdf7 5 DMt ,NRf dN E)B671NG WOO FRWE 16WL SCALE S/bpi" FEET D � or 1 Ii2" (8ND "AM 6t PS GAILY �W��" VALID FDA rm 2ONWR 1. 2 AIC 3 ,10 "AM A O 1 :.1s A S• W - SCALE 3/8>•1• (A) iMu`RN3A7R4! wWG tIR,Y WR FIW10 E- . SM .I. SCAM I- ELRgm) DE THE R."A I 'aaam GtOE X o1 2 & 3 POL ASRt E "I"" lj.4. �aA Nam. �CEMS ✓ . FLORIDA BUILDING COPE Non Hi h V*Iocfly HMrAcvtls Zone) . INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. - a m TRAZO. WL, Fa_ n a• T ESI Y NOTE TION N . Id4.4 . FOR COAL r 4 DE i67 _ DINS— SECIID_� 24 GAGA OALVANRED STEEL STDRM PANEL DE51GN PRESSURE �iiNC AND PANEL LENGTHS * - ,1M1Ia a1: .s.f TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES �+N SHEET ,3. (EXCEPT ss)R. � • �I. "'"�" f _... COMBINED IN ANY WAY TO SUIT ANY ALTERNATE '2W') :ems".• STATEn IL: E G 0 tMC. GLOBAL PROTECTION PRCDUCTSP LLC, we INSTALLATION, y t7 17Dfi1T1 •- 4615 sr. 51 ARM & 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD '% ' • •" eo'2N9 A.. MLA a m a oNMas a ata 6m n- 3u. "'-.••• . Tan.R aX,-+Ma ....rtm11 ml-tnn PIKM: 0*4)6*•75W FAX (45M)9N•CAW 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 1 4'L - DENSITY 4F 0.55 ON -EQUAL, rt#rNtBRA tE -,�71' �.4rrt� Ar.. .AP.a. aAr: t WKTNR 1 2 AL �w • a of ,o yr,Et,�FR�f, �, •1Ma.-iiwa,e In .o+.s,*. r♦ 2 Nailti aAM644 m '{'£f $YIenNO WODD 3MIW CCcr h'" XT(jA4p7Y n 845fi Gal Y; I, STORM PAHL7, SHOWN ON INS PRODUCT fVALLNTION DOCUMENT. (PLD.) HAS BEEN VERIFIED FOR COMIRMCE IN ACCORDANCE. _ I/- a TAPCt* ANCHORS, AS MANUFACTURED BY Na.W BUILOEX, INC WITH INE 2020 Mh. EDITION) Of THE FLORIDA BUILDING C046 SKIS STORM PANEL. SHAU,. NOT BE INSTALLED AT HIGH - }`.14-10 PAHtlJfATE FEMALE ID AND PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY =0 CONSTRUC'RON PRODUCTS. VELOCITY HURRICANE ZONES (MtALil•-DADS / BROWARD COUNTIES). - 1 /4'4 LAG SCi M PER N,f3:S, DESIGN OF , M 0 A :BASIC WINK R LEADS SHALL BEIDICDETERMINEDA$ PER SECTION THE ABOVE ENT NEO 000E - T/16Y . 5l8' tY000 BUSHING. AS ORSTRIBtiTEO 8Y ALL PORT SCREW: BOLT & SPECALTY CO, SPEED AS 1iE011RiED BY 111E NL)RVSOCTOM WHERE STORM PANEL W,t1 IR INSTALLED, AND FOR A DIRECTIONALITY FACTOR SPEEDD S EL CTI 7-15 AND NO THE MAXIMUM S.D. DES" PRESSURE RATENOS INDICATED ON MINIMUM 1 1 - FOR PANE T I5DS USING` A17, SHALL EXCEED N INUtt'A.. SHEET C,7 MLN U THREE INTO W00D OF TAPCON Na0HOR5 SMALL 2 AND 2 - ELCO AMA E PLUS ' ME A)A510N TH , & 7 N0. AN E T. FEMME 2 7 ANO P ELMALE ATONAL D IN O DERU N ORDER TO VE1+ITNY THE ABOVE CONDITION, ULT}LNgIF DESIGN WIND LEADS DETERMINED PER ASCE 7-1$ SNAIL BE Y1R57 REDUCED TO ASZ. DESIGN PRESSURE RATING 8T MULTIPLYING THEM BY 06 IN GIRDER TO COMPARE THESE W/ MAX. (ASD:) G2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SNAIL BE 1 1/2". NO THREADED DES" PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART Of THE REQUIRED THREADED PENETRATION: IN ORDER TO VERIFY THAT ANCHORS ON THIS PZXD AS TEM WERE NOT OVER SLR(.SSED, A 33X INCREASE IN ALLOWABLE SIMS FOR WIND LOADS WAS lei USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN CA) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL. BE AS INDICATED W THIS DRAWING ACCORDANCE IN " N,D.S. 201P ` C 4 MINIM PENETRATION D BUSHING a8". i 4' 8- . S SHALL BE 7 2' Lt9PKN MINIMUM STORM PANELS ADEQUACY FOR (MPSACY ANO ONO RESISTANCE HAS BEEN VCRITED IN ACCORDANCE WITH SECTION IBOB.1,2 OF . } UM ENETRA OF WOO SHI BE 1 I PM CftV5 USED 5 4 / THE ABCVE MENTIONED COO AS PER AMERICAN TEST LAS OF SOUTH FI.OMDA REFORM 0OB1#41-Ot AND 00219-02-09, AS SHOULD Sn=o Dust. Am 7" MINIMUM FOR 'WALLS VAIN No STUCCO. 1ND A N TESTING REPORT 1123<D -10 AS PER 147i SSTD Al& A3 E 33OM STANDARDS, AM7100 TEST L / 1 IN ACCORDANCE D TA P DANCE i OR ENOUGH REACH T PANELS, STUCCO OR HIND BOARDS E FOUND ON THE EXISTING PRO7DL-OLS. AND AS PER GLLCUGTWNS PERFORMED N ACCORpgNC€ W/ SECTION 1604 OF THE O.5) W CASE THAT SHALL EMNE.LONG TO REACH THE MAN SfR1UCTURE BEHIND SUCH PANELS. WALL. ANCHORS LONG ENOUGH NG CODE BUILDING FLORIDATORIpA BUII.ONG CODE. SHALL. 1 ANCHORAGE SIHA!,L BE AS MENTIONED INC 1), C2) & C.4) BE S 2. ALL ALUMINUM EXTRUSIONS TO E MU-75 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED): SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING. ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANOFACTURIOR: 3, ALL ALUMINUM $NETT METAL USED AT CLOSURES SHALL HAVE 3€G5-H14 ALLOY. B PANELS. MAY ALSO BE INSTALLED HORIZONTALLY FOUMAWNG INSTALLATION DETAILS SHOWN ON SECTION t THROUGH 6 (SHEETS A A. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL ASTM A-653 GRACE 80 ONIMUM, 0-60 GALVANIZED 111RCMGH 5) EXCEPT THAT HEAOERSQ &a SHALL NOT BE USED. STEEL DESIGNATION W/FY. 922 Inm WIER ROLLED). 9,. 17 SHALL BE THE REST"WEIWTY OF THE CONTRACTOR T8 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE $HIR'TER IS TO E 5. ALL 54.Wl TOSr STAINLESS STEEL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY DE .ATTACHED TO CONCRETE; BLOCK OR WOOD FRAME OR 3TE SILL BUILDINGS. N S0O18 W/ 50.. Ps• HELD SSRENG7H AND TJO. Nat TENSILE STRENGTH AND SHALL COMPLY W/ FLORvftA BUILDING 000E SECTIOFN D $ `4 I A a 1 3a. I P- 14 8 AN IW 3W & 4W D REGULAR DMA OVER 9Q . AS PER SECTIONS 2 . 5 D ALTCTINKI PE5 ON & 7 AND READILY MARKING INSITRUCiINQ OWNER OR TENANT TO SHEDS A, 5, 5 & 7 NORALL NAVE A 6. BOLTS TO BE AMW A-307 GALVANIZED STEEL• OR AISI 304 SERIES STAINLESS STEEL. WITH 36 R.I MINIMUM YIELD STRENGTH. B I H RRICANBLE APPLIRESPCABLE DURING SECURE PANELS WITH APPS.TGBLE REINFORCEMENT DARING PERIODS �" HURRICANE INTONING 7, AN L SHALL BE AS FOLLOWS: ANCHORS TO Y4AN= t, N I T R WHICH REMA 1N CONTINUOUS ACT WITH THE INSTALLATION CON7rtM".TCR S 0 CAULK ALL SHUTTER COMPONENT EDGES N . IN{)(Elf CONTACT SERL/ TH E B'VILDII PREVENT W1N0/gAXN ±1N7RU G TOP SION, (T) 7g..EXI:P�IVRELi CONCRT - 1/4"O TAACON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC: (Min, ('c-3192 p.#<k.) t2. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING RECUUUION6 T rPROVIDED BY THE dU1NSDI:TION WHERE PERMIT S NWPWUTD O, t a >< FAC1 BY A.T INCAC 4 7 • C'N.K_I{ ANCHORS AS ADINU URED 0EY! jB t f.. s a` HOR AS QPa'IRIBIJIFD i;Y ALL. PINT 5 BOLT & SPECIALTY CD. / 3/ $OLIO-5E7 ANC 5, GREW. 53. (o) TITS PRODUCT EVALUATION DOCUMENT (P.ED•) PREPARED BY TAM ENGINEER IS v'ENETBC AMC DOES INDT PROVIDE Nr[DRMA7XRN On. TN:= .s.l, ( 3000 ) P A SITE SPECIFIC PROJECT- WHERE DEVIATE Fr03Sf T14£ P.E 0 FOR EC u0. t1RE STE CONDITIONS 14• P T F &PAN IE S ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 10 ANELMA E ENALB IO E4MA PLUS AN ORS. AL•7U - 7 4'0 NAI tl ANCHORS, AS MANUFACTURED BY D T INC, 2AMAC L N MNUN EYFAL. . / ORS, 0 TO. � i;£SPUN$ F HE TON PURCHASE AND INSTALLATION INCLLI N : SAFETY OF THIS PRODUCT (0) QNIRAC70R Ef.E FOR T SELECT U O D 1IFC A 1 MINIMUM EMBEDMENT W TAPCON ANCHORS INTO POURED CONCRETE WALL LIE 13/4'G 2" FOR ELCO PANELMATE .VAN BASED ON THIS P E.D, PROMOED NE/SHE WES NOT DEVIATE FROM THE CONDtTMONS DETAILED f$a THIS 1€OGUMENIT. CON5MMIRON $AFWY AT SITE IS i'T,E CONTLLACTC'S RESPON151841t. t 3/4' FOR JAANC fAiLIN ANCHORS. (C) INS PRODUCT EVALUATION OD131MENT WILL BE CONSIDERED INVALID IF MODIFIED. A2) CALK -IN & SOUD-SEX ANCHORS SHALL BE EMBEDDED 7/8` INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO. SHALL BE PERMITTED. 1/4. 0-20 SCREWS USED.: SHALL. BE 1 1/¢ LONG MINIMUM $HOUND STUCCO EXIST, (3) 517E SPECIFIC PKZCTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR Alf"ITECT WHICH WILL. BECOME THE AND I- MNNUM FOR WALLS WiNH NO STUCCO,AND MAYBE HEADED SCREWS OR ALL THREADED SCREWS W/O HERO, ENGINEER OF RECORD (E,O.R..: IT)R THE PROECT AND WHO k1'.L aRETSPONMISLE FOR THE BUT WITH WING NUTS. PROPER USE OF THE RED. OF RECORD, ACTING AS A DELERATED ENGINEER TO THE RED, ENGINEER, SMALL WAHAIT TO TM LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) IN CASE THAT PRECAST $TONE. PRECAST CONCRETE PANELS. PAVERS. MCCO OR WOO) BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHAH OF LONG -ENOUGH TO REACK THE MAIN STRUCTURE QEfIJ ND SUCH PANELS: (Y) INS PE,O, SIiAL BEAR THE. DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESS04AL ANCHORAGE SHALL HE AS MENTIONED IN AI) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT. (0) TO ELG€1WG CONCRETE OCL. A51N C-90: It. SHUTTER MANUFACTURER'S LABEL -SK" BE LOCATED ON A READILY VISIBLE LOCATION AT STORM -A - 1/4' 0 TAPGOH ANCNQRS AS MANUFAVILRED BY 1. T W. BUILD". NC. PANEL SH FTM IN ACCORDANCE W1114 SECTION 17099 2 OF FLORIDA SUFLUNG CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH -SECTION 1709.2.3 OF THE - 1/47 0 A 7/8' CAUL -IN ANC+IORS. AS MANUFACTURED E DEWALt. INC. FLORIDA 6ULDIJG CCO-1 - 1/4'0 X 3/4" SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SC1lfW, BOLT & SPECIALTY CO. - #14-10 PANELMATE FEMALE ID AND PANELAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO, CONSTRUCigN PRO ►1��,1H�TMINA - 1/4. 0 ZWAC NAUN , AS MANUFACTURED BY DEWA.T; NC In a, 7/( •�C6Nf_' 9 2) MINIMUM EMBEDMENT OF TAPCON ANiMORS, ELCO PANELMATES AND ZAMAC NAIJN ANCHOR, INTO THE .•.. FLORIDA BUILDING CODE {Non High Veiocf Hurricone Zone BLOCK UNIT SHALL E 1 1/4'. 3 1AJrna, 8,2) CA X-iN & BIND -BET ANCHORS SHAM BE EMBEDDED 7/8- INTO 'HE CONCRETE BLOCK UNIT. NO - AttNt'#41D44 ems. iATFw. we 24 GAGE GALVANIZED STEEL STORM PANEL w,STUCCO SHALL BE PETaM6TTEl7. ,/4" a-2Q SCREWS USED $HALL BE 1 1/2' LONG A1GMFhtUM sH0U40.-. L79ST, 71rC, '� .-..--,,.Sv `_yI..AND ti" MNIMUN FOR WALLS WfiN Ab SITiCCO. w STATE--;'. - - - -:___ /T �M ENt. OWM PROT ON PRODU a U.C. G w1"e� "• Nptq 1., St tlmOlr 6.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. $TUCCLS OR WOW BOARDS 8E FOUNvE<;TOR( - RaAG ti SrK MSTING WALL. ANCHORS SHALL BE LONG ENOUGH TO FaFACH THE MAIN STRUCIURF MIMING SUCH PA -HH NIgxE' SpQINM-]51a =NA ias+ria9-IDai G' - tn:. m°ry0, a°auYOp°m AWµ 20-175 1j1 _U" .R♦ - "Aw ANCHORAGE SW.L BE AS MENTIONED Lti &1) AND IN B,2) A/Aq ��F N1N Xy`tti€4' M P.c yx/yyµlUq/paE NW.7ERGAA it ° �i� e11RT I or III INSTALLATION DETAILS FOR REGULAR- PANEL t _ j p�ISTIHEC. P011RED CONCRETE BETE BLDCN __ NG POURED FONCREft CONCRETE BLOCK I AEOOC EV I CONCRETE ANCHORS _ '�'�:: (SCE SCHEDULE ON,- SMELTS B THROUGH ,0) --{_. ,N CONCRETE ANCHORS _ (SEE SC JXI,E ON- i $HEEt's 9 11NROVO4 To) 3--.-n* DustwO POURED CONCRETE OR - .r ic OOt..,. _ faweaNaAo eQis REQUIRED. : t/2' 1/4• / ,%2• it/4- 7 -W ae --, ac +. S I .✓, -. - __l - I ` .:_________,r..-_.. } CONCRETE .ANCHORS ; ". 3 (SEE SONEDIJLE (Nl.-_ _-.. �- f F, " I I- 1S SHEENS a TIMOLryTN l0 P,A I 1 I t f I I s I E f 1 � I - T I N-10 t :. . I ! 8 H f I I ! r [,_.. '.�..-`. �_L.,,,,.. vs4,'►,Toci• M_ (.._.,_. ... W WWII,..w I SFFyAOfiA I I g wA IW6. •- TO I IflrIIN tATR Y-W7 SCHEDULE - / Y Zit Q SEPAR1, / rY.. 3a: , RI TO OIRSS. I ¢STIAFXA wWa ( SEY SCITEWLE I ,0atlm, Y-aS) I ; . 1f j 3 r I *' 1"l ,✓ N 1 G $ 3 GLASS ON MEET ) - r AatA. N P PANEL IFNDTH - - - - 1 ON SHEET p 3 ) ,. I IMI- I i (SEE SCHEDULE 5 1 ON SHEET 3) I 1 4 I 1 gg V Mm, i TO G4AS& I PANEL LENGTH PANEL LENGTH '•'E L . 0 tANCI,OR6 . .... _.. . .. NCRETE _,_ �- .._.. ._, (SEE $CHiDUEE ON c ..... . ... . G T „ I ...._. 4 _. ..-. .. . .. ., . ,i ,.,. ..t -.-.. S � (SE'E SCHEDULE -. 6EE SIGNED SEE SCi1E RULE SCHEDULE 1 4N SHEET OH SHE 3 c.,•...._.__ __,.. ..-.<,..._t_._.., ET ) ,-_. .-,.._w.ri_I..._. SHEETS R THROUGH TQA 1 _, I '�? J N I { 1 OF 'L' " NLG N I - i✓) i "� y fp l I MI{O, X 4- 1 SOME 1OF v 1 E b. I" BAD w Ts L W e a. tf4" G.c d i MAX, .X F,... - " r=T< fP N I i I i cb. I f > r �_. _ ._._ - . _ _ . j I _ @ i r� -,"-•.:.. }�,.- I y 1 j " :. F7tF0NG PEE$- COfCRETE OR ., J O 12 1/Y O,C ) I..._. F APPLICABLE) i Y' i 5 ; -:1 T/ 4Y.1' AR WA9rA GG Of 1~1/ WIABEx", RMT BLACK 6 t I I CONORVIE AYCNOB'S P }� { '' " I 1H•-m+f• Ss, w3. wy MR NIL W -'EW-!--Esf--; W ,2 ,fyn o:C: '� REOULRED. >:� 1_.__�.I yid,. ' - (SEE S£9 THR ON - .__._�.._.__9 SHEETS 9 THROUGH Rol - - I �d. LE6 LDCATWN jj ": -- ," MiP. -- :. i } WI (T.}1 {IDLY WHEN SDLID 'A1tET USED & CALK -IN% O WHEN EXISTING POURED CONCRETE. -.-�IN2 sf .. V }CONCRETE Bi.00K ALTTENJIM E GONERf7E� I ,.,_j,2ti51IfG POURED xCETE CONCH?E ANCFNORS CONC E ORS Ag USE31 RECURRED: ANCHORS OR COVGI 540CR (SEE SCHEDULETHRO ON REOUiNED- EO W/ StiEtTS 9 THROUGH t0) (6LI SCHEWLE ON SHEETS 9 THROUGH 10) iLDzza 1NIOURTING WtQy II SCALE MI. W" WAMG SECTION 2 SCALE 3/8-i" WALL MOUNNIOECT MOUNT SCALE 3/8-1- " 11N# M �tALhµ i - OEN S FLORIDA BUILDING ODE Non High V#IocRy Hu cantZone) E.D. - EDGE DISTANCE FOR CQMB1111,NGAi10N OF' S'ECTLEf„NS; e'- iio i .1O. 44167 = g'k . iF . * R _.. pro; STATE0 - ' '---"^� D90� R 6 'F' 24 GAGE GALVANIZED STEEL STORM PAM "-•.•.•.••". •,.-, •• I.L >Ti:�efl EMe. GL08AL PROTECTION PRODUCTS€ LLC. "JIM wA?/maa (SEE SCHEDULE ON TOP & BOTTCRt1 MOUNTNGS TAN BE .Lao 1W, 5t ''' R SM+E EL 3x1 sE' SHEETS 9 & TO COMBINED IN ANY WAY TO SUIT ANY NWALLATION, NA, ,`�OR(4p`-, „.. •'••• Si\ f .,L.•..>a.eLOW, .�` a�-�-'t" +weIpwm+-ta14,a,Rwn,-Mu Ptbrthaneew-754%FAX.(W)MI-mR€ 2d-t7S - �o{� jO "I"; A T,IR[/EATC Mmmo_... .. wl.a ..T wM10R A la .T . P:E. I tr,.fM ♦ law Xa: 71Rt€..} or is INSTALLATION DETAILS FOR REGULAR PANEL INTO W001 ,�"-• / ,__& IfON LEO (Min:) EXIS7A0 j N - 11 BA-MaiiUM BFAM REWIRED, SfRU - ' A.DEOINCY OF EGSF5ilN0 WOOD � BEAM TO BE CERTFIE0 BY ' '"� `' I III � ,.� ✓ REGISTERED ENGINEER OR y , ^ f " , � (1 : 1' _ ARCHITECT PER TO SHI7TTER t 1 NSTALLAT". 1 -{.-'r AMCTRORS ALTERNATE WDOD ANCHORS G ,- ; T* Min..- t� s'ki• HLx wA91IOt ffaivm (SEE SCHEWLE DN •:t / ;1 I 7 ,• ($EE SCHEDUIf ON - 4 f SHEET 11 SHEET I1 :vvA F, _.�7 °DUAlYx ra S W Nx d ) ) = t I '� i o,a. M-s, w! NUT `q " 1/3 .� X2 tit/° ' , r . ; / / 6 IMAX4� �4} P M,.I WDQD HEADER _' 1! ° � t/2- t ___T. ,_. REQUIRED J fr EXISiiNG $ I - +-sa.2.n�i aces �',V �; w • a ,/a' 0.0 GLASS ; j I I NUCi00 ANCHORS 2.: :. '. A' i (SEE SCHEOtu ON I Mh ISHEET' Ti) Iy I I I �{'� ISEPARATION T 1 -} I 4-i I '*.L' I I _ 1 UI E 1 1ta'A-w.r ° T i II Bs. 9r T r E MM. SEPARA ION TQ GLA55, ON SHEET i I 'A€ 9, OYENI.' 1 t' E __. _. ' L i 5{.E $CF,EOAE ON SHELF 1 ( 3) 4Y.'"m 'L' / NhI: _."� -. fd1 HALL - r .._-VN` r 11 Ngt13 0aE PANEL L:EN(717i' } i I 1ENa,H NAFl1 - PANEL WIDTH I- -�`'.�'_ Aii.; r. _, ,{ z -- p� w' ($EC YC1EWiE �"1]ti'`"� 1 .-. I.-. �-..,...1.-»_.,.._T SEE $CHEDULF EXLSTIN.�E� t ,..,. LRN;AL #TER Y^6'S (A SME7;P 3) ( J ! t OLAsS --' _ ON SHEET 3 E F II • A:.e MNJL I NFL• ;may-- .. I I i `'-� j O 12 1/2- D.C. , r - I r _--.____L__._.__-.____) '- ED NO 'IN ea ALLOYED - } 'ti" „-� ,,,�,". 1, , : I I:y%relmc NF1'/e ox lFy �• i�l ._.__._-,.,,,__.__-__.__._.4._.._._____j I �_ P I 11 ', I m i _._. _.._ .ZXS- WOOD - i --- 2'a1' WOOD '` . WOW ANCHORS WOOD ANCHORS lr-.� DECK REQUIRED j 1: --�-� REDUTEO j ii -'{m SCHEDULE ON .._...__ 11 (SEE SCT }OULE CAN 4• iI :. $H ET II) .- ti + .. SHEET � '-2- µIn,_+. _ I"I ' CEILING AND FLOOR MOUNTING BUILD- fi1UNTING A NATIVE AN ALTERNATIVE 4W SCAT 3/5-1' IHliNNN/ SOMA 3/8-1- r HM .FOR COM TIQN OF SECTION S: � ?*,'• �•44167 t. FLORIDA BUILDING CODE (Non N h Veloct HurHDarla Zcna 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. - FA. L = * E .2m AMC teiEGQ TOP MOUNTINGS. UIT BE -O.: 24 DALVAN) STEEL STORM & BOTTOM DESIGN N PRESSURE RATING .a.l AND PANEL LENGTHS GAGE ZED PANEL ES G (P STAT EOF ,Q 9nrA1N AY: COMBINED LM AN'/ -WAY d U ANY M D. AS PER EDUCES ON 814EEf ""' ` INSTALLATION, 2, FOR NE WOOD FRAME CONSTRUCTION: WOOD Y%I&. • 'I a€/q€l3a7e I- --�, PRODU ,... MEMBERS 70 BE SOUTHERN PINE No 2, W/ SI-mm-lC ..••.• `--: 9i6 j:a" s {EP c. GLOAL PROTECTION CTS, LLC. ; /CNAL � a00c s'1, DENSITY OF OSS OR EQUAL 7./y,.y 7 ,Emma cN`P.- _ NN€NNINUntlltt/ t - - aaA w_ r. Nw f.®m aVoaF, auw GAME, HT_ W ( ��.n�� 20-175 N tmn.: DIe 0H-tup . a„ c Dc01_11_ F1I2fL: OmNJeea-ILLS,. FAY:. tySNry.:. i17S7 PE: A IT N!v as F TWMAW 1 Yr 1A a4...a N a) Cn C6 N -+ U N c- O = .Cm m U -0 a) 0— III a) -0 O U O -0 .= '�^ ^^ O L Q CI) Cu O O u_ — 1 . � O ^, � L_ C_ -M . = V ) " " o I--- I CL ,o o y C/ N.J r O V L� o = m V C'J CO x r N LLv 11 -0 N 4`J = _ q DLl nl � �,e' CuD3 = W a =+_a >_ S c Q V ED -:t$ I- l0 123 W S7 a.2 w �- N % CZ) r► ..- 7, In G E lT7 ICI � w ♦-, a) (2) _�C_ -+-a :D ICU U) i✓tL C � (1) U =3 0 m L_ 0 CL U (3) L. m La..a..a LLI 2 Q z Z Q _J d SHEET NO. SH 1.3 Q END CLOSURES DETAILS._ FOR tNSTAW AT)ON 1N POURED CONCRETE. WOOD REGULAR. CONCRETE BLOCK OIL URUCTURES: VALID FOR LIFE SAFE' & E—Z HANG STORM P.ANEL_(f) YS� TFFMS N .2+ ORVAI" ♦t_J & h0 „e r ! r i 2' . S` a _*Ar 3108 N-14 �{ AVOLMISO f M 3/6- Q'2' AN" WAu'rN 114"0 1 "• .: TA+coN a f 1 .. Pmm CO CONC6ET6. ._ « # " - ,. t 4 i CabAiN 4 ( 9 4rp x 3 t+RUPGU / f Ate. tl 6LOOK'N1.3 A# In10D�'.' CORCNEIE 81ACK D17 � AN4'NC&4 12" ¢��i. REmi11RF0 .:. 2'R4, WOW FZW (1MkI RE11UIgEtr � r~ 1 x7 r AAOfPH AAX310R ten x'r2•.JwS'm 7L77M7E LET 1OFAt5071 «a W 12 wC VAAIES. f 2 97K L 44 ALtAI. ANGE'OR 0O66-- 'R 31 N56i PLiCWEO CONOR$tE_,, .,NNEi; ;tmNCRE1E, e � TRA4r waTAi. AJ141. NaPf PLATE K;,, OR 2 K NDOO f 7 OS-Nfi ORS 'M^ 1• i1 Rf.OWREA % COWT-7B ALLaY '7 2 i/2" '- COITL ALUM. ANCIE i � Mon. t 7 J4 j/C #BOLT • e ..Wr e 12" c' 05•,Ira OR I063-18 ALLOT W/JA"vIuT cent ,Aim Amax CASE A . (PLAN) GAS B LAN) ME CC (PLAN) ME, D (PLAhI7 SCALE SJ4rA1• SCALE Ilew SCALE 1/4--l" SCALE 1/4'-1- > � � Soup-trr OR CASK_10 _ 13Am PANDUATE i 1607TOM IPl ! $, NEE,= 13X POUNEO CO€ELRE'E OtRDN2CI1IE/K Wool) (14N.ANEL ;& (m FRAME AS APPLICABLE 10 it) OVERLAP NO Ye4000 fAK O7N311S6t7E(ES�f5 $. WrOj OPEIONG WIDTH) trA M CO rW/di1E REOUWEo ;. ... ' 9 4` AaAMEa � • _ 3J� Mcx. ;. VARIES ""' "^' "-' PARALLEL TO 1 WALL (LEVER CUT 1761 AAs4L) i Is &Q. DVANCL ; "v J 3NNHIfNHiAAA. i.113N1 6i. i/t1A-m 8ti.T# 7E . SNq W ,W4 GR r: 3t A, Ti s x I' T ••"/✓'' SCALE14 [ riax+r ••,•••• ✓ VAUD FM DIRECT MOUNT INSTALLATION ONLY & wrrac hewGEN . t'y `Y' r•, Sr+ CERTIFIED PANEL INSTALLATION AT WALLS W/ N0. 44157 SURFACE LEVEL VAf6AMONS WITHIN 3/4• q •�:03 _ FLORIDA BUILDING CODE n high V6(0c)1 My cone Zone) �n+A �J E (ELAN) CASE F �PLANi MFk E _ ', .W as m m. a1a.. 24 CAGE GALVANIZED STEEL. STORM PANEL FA SCALP~... 1/4"-1" SCALE 1/4',r1° -_"'_°"° `_"' OWN sr, !'' y,e♦•^.,?GORIDP^,:;.°j� '� EI�.1 @ tNe. GLOBAL PROTECTION PRODUCTS L IC afmraN6 f Me _ smi A I/111 IIIdjLL /.r %28'4G7 :16W 3M, ni 13,4 f 'tT TtSN TfSTaIO�R COMMA TANG, r1_ t 20-175 W, / ,a,.. Gt1T An- sea . ti ,Day d+-,m P+1091♦'e (aa4)eeF-Two-. f7k iaaiJ�-67W a4.�,,,1„-�te�N. ,Ir r iMsl, lYN for 4AifPr as Drtr,Wa Na P,E.. ... WNASaA Arip,G s :. 6KRY' a,1r 7A SCHEDULE FOR REGULAR STAR PANELMINUALLAIMIS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL @iNsrxIATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS S 6, 7) MAX, A.&D, PEE R4'riN(i MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOIM1 ON SHEETS 6 It 7 APPLICABLE TO ANY OF }NE}.1 MAXIMUM PANEL LENGTH IV t. (tti TAPCON LAD SCttEW P44ELMATE FEMALE ID PANELIAXrE PLUS WOOD BUSHINGti 53' 1J" IS' 13` 73' 1w 6 1/2• 6 1/2" 51/2• s 1/2` 817Y 2W CI13P7 72 iJ2' 6 1/4' (BOLT°j 5•-W 6' 6" 6` Ir Imo/ EAR LESS _ 3w J (T trw +45,-45 OR LESS 13" Y3" __13* tJ` f " 3 1 ' r 3 4W MOTTOMI 13" 13' 13' 13` B 1J2 W (TOP) 13, 13• 13" 13" 6' IW (wrisim). 6 1/2` a 1/2" 6 1/2- 6 1/2' 1 6 1/2- (TOP) - - 6 1/4• 72 1/2" a 1/4` WIT 1) 7 �0' 4 2` f / 4' 6 i a' S T 8 ! (TOR) 4'-4' 1 4 i /2 ' tf 4 2" 7" 7" - 3w iBQROM) so IAA 9 1/2' tx' W EDP) IS' 73` 13`1 13• $ iJ2' 4w mO1TWf) 4 SEE TABLE 11 FOR MAX A.S.D. DESIGN LOADS & MAX PANEL 6DIGMS WHEN SPACER @ . IS USED, CORRESPONIDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AB.D. DESIGN PRESSURE MAXIMUM ANCHORS 'SPACING FOR LD. - AS SHOWN ON SHEETS 6 As 7' APPLCIar IC - 6' �' OF THEM lm1 NAUN PANEL LENGTH (H•) TAPCON LAG SCREW PANELM41E FEMALE W PANEUd TE PLUS WORD BU5HIND - 13, 13' 13• I3" 3" Isi l3" 13" 6" 7W (BMW - `_ - 6 i/4' 121/2- 6 1/4" 2WOR 7' 71/2'._-. 6' 8` (- LESS 7 1 2- S' er 3W 13' 131 13" 13• 1 " 3 (TD1') +43 -46 TO #75, -75 F J"' I3" I 3" 73" 13' 4w (60iNM ) .. 1W 13• '13, 13" Is, a Ile IN MusloM) $ 1/2` 6 1/2" 5 1/2' $ 1/2' 6 i/2• pw (TOP) - - 6 1/4" 12 1/2' 6 i/4' (97") 4 1/2" 5' 7 1/2' 71/2' '- 3W (IDP) TO r•-B• 5` 5 ]/2` 8" 8' (W"W) 1,5` 12' t3• 73" 5 1/2' W (TDPj tY 13` 13' 13` to- 4w (BOfR1L1), ' SEE TAME 11 FOR ARC. AS.O. DESIGN LOADS &&TAX. PANEL LENG'R S WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 ABLE in. A A.S.D. DESIGN WAD Mkvm PANEL LENGTH 40 PSF OR LESS 6'-i3" > 40 PSF TO 50 PSF W-2' > 50 PSF TO 60 PSF 5'-10" a MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS ANCHORS & Wf R SP4WTN,) 1 f2" D.£yZE ,Y-W 44167 4a03D nl,COO. kIC167faD. Kc 24 GAGE GALVANIZED STEEL STORM PANTY Tr. d41M1 6It .ORAL PROTECTION PRODUCTS, I.I.C. a7/1fi0� aae +eau 9.x 6t AlK4Er 20-175 1WR n. 3asl4 ,410NFa (A9 N-.7646. fAR::=a61)IW➢-- (VAUD ONLY FOR PANEL(j> INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) Am. A.S.D. PRESSIER (P,e,f•) MCOMILM M40NM SPACING FOR MN ED. PER SWIEDUtt BELOW AAPPUChNt O €AAAswM PIE€ UTN LPL) MAX 45,0, ASSURE (p.e:r.) MaiOMUM ANCHORS SPACING FOR UN ED. PER SDKDLIt.E SEM APPtlOPBLEOEM W IT OF 71EAa UM AW€eAL. ENGTH in:) TAPCON SLRY/-SET PAMEILAINTE ..- ?,MAC-NAjUN CALK -IN TAPCON SDUD-W FEWLE ZA MC-NALIN CALK-W m m 1Q m m CI `itlEM ill m m 1a a7MaW'R 10 p6kdNh TD +45, -45OR LESS IS 13 t3 93 13 13 : 13' t3. 13 t3 73" 1J" 1 -.. 5,-6' OR tS9 .0, -45 +65, -65 1A' 13 13` : 73 73" 13" 13 1-. i3 13: 1 2 (TOP)'. s,-6, OR LESS : , 13 13 ' I " ' 3 - 13 ' i 3" ,. 13 13r }e4",... 73' i3" - iS' (@73tY ) 9 ... OtA 1Y,. ': 13` 13'.:. TV 13, 13, F1. i3" le 13' jr11 t 2 1 1 (BCTSGM) 13' 13, t3" t i3' 13' 13" 13r tar iY 13' tY ? ([OPj 13' Tr 1Y 13r t3' 13' : 13 13, t3' 13" l3"' 'Tt 1Ja 2 (70P) 13 73' }3 13 13• 93 43" I3 iS Y3 f3'" l3 2 (ROTTQMj Y3 i3' 43. 13 t3 YT 93' 7S 13• 19" 13 i /2 2 (P70T90AT) 13" 13' 7Y 1Y 13" : 13' 13• Ir 13, l3" 73• 13• CLOP) Ir _ 13' 13' 13` 13" 13' 13" 13" 13' 13" tY i5 1/2 3 (OP) 72 7 72 Ile [6 114' t 6 /4 1 2 JZ 5- 2 112 - - 6 I/ 4' 1 4" $ / 3 8OT70M (.. ) - 2 1 /2 a 1 12 -8 1 / 4 d 1 4" ! 2 i • /2 2 t /2 - - 6 4 4" - 1 4' 6 3 ' (TOP) } $' $. Sr 4(rOP) $' 3 t/2" 6'... 9` :.. 6" d 112 $" 7 t/2' $" 6' . 6, . -.. S' +(TOPj ^.. -. $., ., (TTQMi 8• - -.. $'... _ 9" _ @, ^. _.- $" `. 6r _ 4 (e0TT4+w7} 13` 13" TJ` 73r 13r 93' I} 13" 13" 13` 73° I3' (TOP) IY 1J" 13, 13" 73' 53' i3` 13r - T3' i3• 1:i' 11 1/2. (TOP) IS- 13` 13' T3' IrIrIS` Iri3" 13" i3" i3• (BOTTOM) TS' 13` 13, 13' Ir 13* IrIrIr53• tar 11 1/2"S (ROT WA). 13' 13• 13, ,3` 13• i3r i3' Ir I3• 13" 73" 13• 6 (TOP) 13` i3• 13" IS' i3• Tr I3" 1Jr _ is, 73• 13• 11 1/2- 6 (TOP) _ - 6 1: 4' 6 1/i' 6 1f#• 8 1J1�. - 8 7 4" d Ile 6 ») - - 6 7/4• d 1/0 $ 1/4' 6 1/4' - - - - 6 114' 6 1/4« 8 rr 1F S 1S 0 f t ,M T3'. 7' 1 3' 7": 7 1 2 J 8 1 J2 I � 3 4 1 /2 f(OP 9 , : ) >5'-e -. ro le-4i i3:: _. 6 7:3` 13 13 6 9 /Y t3 tl t / 2 9 9 F 1 6 1 ,. 12 13' - S t /2. t (TOP) . TO $-6` i3' 7" t3`... 13" 9J" ➢ 1/2 13' 9. f1a 10 1/2 7 RJ2 13° $" 10101' ow) 13' 7 1/2' t3` 13" i3' 10' - 93" IV it- $` 13'.. a 1/2` t (BOTTOM). l3' s' 13" 10 112` it 7' 13' 1,. 7 /f2 S:1/2 13" -4 i/2' 2 ai ) 73" - 6" IF 73" 9Y $ 1/2,"«.. TY 8 11r B 11F $ 1/2` 13' S 4/2' 2 (TOP) 13• 7' 13' 13' SJ' 9 1/2 IY 4 1/2 IQ 1/2 7 I/2 13• 6 1/2' 2 (8011OM) 13" ?-'Ir 13" Ir 13• tar 73" 10,. it' w Ir d 1/2" 2 MiurraM):. 13` T 13" 13" it 8 1/2 T3• 9 1/2 10 1/2 7 112- tF 6 1/2" 3 (TOP) far 1 1/2' 13, i3` i3" 10, _ 13• IV Y1' e, 13' 4 1/F 3 (TOP) - - 12 1/2 12 IJ 0 Ile 1{ Ile 12 1/2• 6'i/6" - - 6 t/4• 6 114' (80TTp.� - _- 12 ,J2. - t12 6 1/4' 6 t1a' 17 t/ 12 i12 - - 8 114` S 1/4' J (BOT€QM) 7' 3' $` S I/2' 7r 3 1/2' $" e 4 1/2' 3" 61/2' 3` (TOP) 7 t12` 3" wA". T 4': 6` 4' 4.i1x". 3 1/2" 8 tJ2°: 3" 4.(T1A') g• _ $" 8• _ ... $• ._:' 5 1/2, -. 1 1/2" . ..' 4 '( 1T1XA). er - 6" ^> :. 6" - a- 5 1/2" . - 71, - $« }3'_ a 9J2r1Ea 1/2 13 9iJ2 tr1/2 f12" 5 (aTTOM) Y3B1/ 13" i3 13" t4 tS 10 1T 6 t3' 1 7°IY 7" 7 1/2` 5 1/2" 13' 4 1/2- i (TOP) 13, a" 13" T3` Y8 a 112, I3• 6 1/2" 9 1/Y' e 1 2, 13r 5 1/2'4' 6 1/4" 6 1/4' (SM-) 0 1/a 6 1/4" 6 1/4° 6If•L' 6 I>i' 8 111' SEE SHRtf I I FOR Af "fA im & mAcow $44 9113AfiAT&A VETO TROD III" iRIima MWMUM AN41aR SPAOM AND U0I0119 600E DOWK:f ARE W01DAM GY 'INK SCHODIAE FOR T:D, U35 TWIN paK m ON vmtsm LE motes MOM smm of iAA,ta+ "m 6mem SIIOaN ON SCIEOIAE 9r THE TOLVIAam FACTORS.FOR M OKERAtwH TO K POWMIE. KEOUCEO SM4aIG 0"" URIC FA im wam IWT tE LESS Inks MIA1" WIXO G m'-wm FOR FA41 AAR m TAPE ON Ism SCIATIIAL AIID" 1'A'E 1J451 IN"• ANSI tJkS tJ4s 1/4, tiAOpK iwa-aft iAUAc-ANAx+ cAasC•^VI W-AN4IDR SP mo 0.f 3 - A 3 1 f $IV lilt AIIWINM119BF ICOICRM PQ 3 3 TIC Y S 3 ,/r 3 WMfxll ([.a302am As= -. 3 3 {/r 3 'Ir .1/2 3 ,/N' 4 LYTFlM4. l -:). PAC70k _' 3 . ............._. - l 1.10 •' SpAClt.GS ONLY VN.0 WHEN SPACER $ k5 1 D. SEE T�9t.E &1 FDR AWL. 1AD. DESIGN LOADS & 144I PANEL WI'�N SPACER 9' 15 USED. "D. DEM LOAD PANEL LENGTH 40 PSF OR LESS > 40 PSF TO 50 PSF 72" > 50 PSF TO BO PSF V-Tw A MAX.. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2- O.C. (SEE SECTIONS & ALTERNATIVES ON SHECTS 13, 14, 15.k16)-.-._-,.— i 3' MALL R-tA/131. 4-2A/13r R- 14, A110,R-1R/13,. R-26/13 'R-30/14, 3` ++ ' WsL I"' R-1AW/13 R­2AW/1S, 11-30/161 k 1BVI/1S, R-26W/14 R-30101/16. or O O Q 0 0 s -Ti i # 4 t 4"P'^20K1`'6.5, BOLTS'k� (USE FOR PAWLLENGTH I fd 1 MAX. Oyp;'R EE PANEL. LENGTH 1 r ; f , r AREG1tAR STORM PANEL I I 8'-6'A +40.0-40,0 a.AAHEL(WJ SAP AND PANEL aWIDTH, f. 3 k DOLT) r , .CAFE: SAFE;? STORM PAN- 3 j j 7r-6. O +$OA, -34.0 Ps.T. I : 3 (W/o OVERLAP MIo PANEL Umm DOLT) } } f _ n x ( x s ) y A i •*$ . PANEL - l - 2' A$N FS, LiNC?MI gg ( I s P� {jf , S h l AT MDSIHTNOS a , s 6 I } Em BOLTS W , . Y _ ... j 1 r k AT FA t I i r ' OQdRLt€� eta I x r I t` I I A' 1 1 r< s f { f j 1 a , L 1 E I , 1 i f e _—tarf•e �-4.____�. AnWN o uFE '-;_. i ,11 1 - I i , I 1 FANEL W700 CORNERS f �`` I ' Q Or WING NU± AT - :WIND NUT AT LEFT PANEi, WIND NUT S' MAX PANEL 3 1 '� INS7ALIATAS ONLY VALID FOR WIND 1 MN. R-1A/T3x R-2A/13, 0-3A/14. R-18/13, R-20/11 R-38/14. {" Mw SPEED UP To 170 M.p.h. R-1AW/1S, R-2AW/15 R- 1Wf16. 11hY/15, R-2@W/15, R-36W/16, W-----.--------ANCHORS (SEE SECTIONS & ALTERNAIMM VAN SHEETS 13, 14, 15 &1$1__.__._-���.-_.,,.. -- I/A" MAX GAP LIFE SAFELY MRM PAN ELEVATION (t) REGULAR. zow" SCALE 1/4«ri" j STOl ._..: ..,- STORM FANEL Sw tAE t Ww YAJ� STORM PANEL. . NH7 at47f+e1+ n, *r GAP. M4x ' k , r LIFE PtIMILL,'. 14'= FLORIDA BUILDING CODE Nan High Velar HIM cane Iona .!+•., F� ? mN1a lATau, WG Fr, EXTERIQRcrs aR(Dp ���• 24 GAGE GALVANIZED STEEL STORM PAIL 1IWAfi W, 1L E C Q m. GLOBAL PROTECTION PRODUCTS, LC, Qwc 6AF, 61 61Rm SCALE 114"-1mt(a64)MW-26, OK;'tOro6-sa2m0/x-wr " w ILL, 1 r 1k n rna 175 e yA s,JR„ ra.mto :riAYnw . txs -a^bWo,,ob Jf.. .. P.E a w i !{IIQT 12 R 16 MAXIMUM A.S.D. DESIGN PRESSURE RATING (at,&#.) ANQ CORRESPONDING MAXiMUjA ANCHOR SPACING P (VAUD ONLY FOR PANEL (a) INSTALLATIONS AS PER SECTIONS ) THRU S, ON SHEETS 4 & 5) MAIL A.AD, DESIGNMAX. PRESStR PAT" MAXIMUM ANCHORS SPACING FOR FAIN CO. PER SCHEDULE BELOW APPLICABLE MAALKAF l (�) A.S.O. PRESSURE RATING MkXI UTA ANCHORS SPACINMAG FOR MIN E0. PER SCHEDULE BELOW - � MA"UN PLENOOI (H) TAPWN SOLID -SET P D ZAMAC-NALN CALK-N TAPCON SCLA-.SEF F - PAfp TE ZAMAC-HAN.N r&K-W 61 : mlla6tR' m m co� P1 .. —ME '7p IA m TO OF THEM - ' s+d5. -.0 +?-.79 13` 11 T3" 13 13` t3" jr 73 93 12 13.1b f ', SOR +7�-73 +779.-9t9.n l3" 5 S3 f0 7 i2 13 6 7 � l3" a T 2- / 7 1 %2 1 5 /r 1 3 jr aOR 13' 7T ' 13" i ' 3 13 73 13 r 3r i' iJ ' iris- 2 is- 70' 1 GlotTwA) it _. 6 i F / IS'- lY 13• i3r Ir IV 7 i 2' / i3" ri• 1 BOTTOM) 73' 19• - 13' 13' Ti 13, 13' is• 13, fY le W M) 13" 5• 13" -10 I/2" 13' a 9/3' is" 4 i/2" 7 i/P 5 i/2r 13" 4 1/2' 2 (TLC) iS 11" i3• 13' TS" 13, 13" 1$ 13' IZ' 13' IO' 2 (BOTi'CM) 13• T 13, 13' 13' 9 1/2" 13" 9 //2" to 117` 7 1/F 13' a I/Y 2 (8arow) fi 3" 7T 73' 13` }3' T3' 13' j3' 1 3' 12' 9 ' 3 10' (TOP) 73' 7' 13 t ' 3 1 • 3 0 1 2` / i " 3 0 12'S /. O 1.2,77 / / 2 ' 13" 6r 3 (TOP) - - Lag 12 1J2 6 7J4'. 6 Tf4' 5 1/4' 1114,13 (BOTTOM) - -12 1/;r.. 2 1/2 a 114" 6 1.4• 2 1/2' 6 1 4r - - a 114 : 6 1/4. 3 (Bat10M) 6 J R $ 6 8 6 6 ? $ -- -... $ 4 1 ." 4 (TO 7r 3 A` 5 1/2. 7 3 112. 6" 4 4 1/a 3 6 1/2 2 —I I2 4 (FOP) 6" - 8' _. 8• 6" 6' 6` $' - (BOTTOM) a.- 6 I/2r - 6" 1- -8' - 5 t1r - 13' - Ii" 73" 13' 13- i3" 13' 13" 13, 12* 7J" to' S m" IF- 5 1/2` t3• 9' 13` is. 1W 7 1/2` {3" A' S (TOP) 13' 111 13' 93r Ir 13' IY 15 1S 12• 13• to- (80fTOM) 13' 7' 13, is, IY 9 t12' 13" 9 1/2` 0 tfY• 7 1/2". 13` 6r S (BOTfiM) 13' IT- I3' 13' T3" 13' Id" 43` 13" 1F 73" ttr' (TQai 13" 5• 13' W I i3` 6 1/2, IS 6 71F. 7 1/2` 5 1/2- 13- -. t/2" 6 - ._ 6 114' ,6 1/4' 6 1,/4' As 11r - - - _ a 1/4. 0 1/4, a (✓. tTT,"'). _ _ 6 114• 6 I/4" $ 1/4' $ 1/4` $ 11#• 6 i i". - - e i14` 6 t 4` Is (80T%- ) i3` 7 1J2 13` 73` 13r 50` t3" 1h" it" $ i3' 6 7/2 '(OOP >5,-e TO W-O' 79". 3' 13` 90 fj2"' 13r $ 1 13r $ 1 i' tjx" E 9/Y 13r... et 2• t >F_6, 10. 7'-$• 13' 7 Wr 13". 13r i3" to 1/2" 73" f0.il-r Ij2 $" Ir 7" t (Lonom) l3' a I/x`. 13' t3r t3' $' 93r a' l0• 7 1/2- IS" $` I (BQ %M) 15' 7 1/2' jar 13• IS` 1w 13, IV it' 6'" 13' 6 1/2' 2 (TOP) 13, S• 9Y Y0 9Ja' iJ' 6 {>a` Ir$ 1/2'" 7 tj2` $ 1/2' T3" A 1/3' 2 (TOPy i3' 7 Ile 13" le 93' 10 1/2 le 10 W 11 11P a" t3• 7• 2 (BOTTOM) ,S T T3` I IS' ,3" a Ile tar 9 I/2" so i/2r 7 9J2' 13` 8 1/2' 2 (73p1TOM) 13' 7 1/2". 13' 13' 13" 10 172 e3• t0 1/2 11 1/2-1 8" 13• 7-3 (TOP) 13, 7' IrIrIr IsIle 13, 9 ,/P to 1J2. 7 1/2" Ira' 3 (TOP) 7€ 1/2 2 1/2 5 1/4• 6 1/41 2 1/2". $ Y 4" 6 1/4 6 1/4- 1 (BOTTOM) 2 1/2 12 1/2 6 1/4' 6 114•. 12 ll;r 6 Ile 6 IJ4'.6 1/4' .3 (601T6M) 7 1/2- 3 i/2' 6' 6" 7 4J2` 4" 6' 4 tJ2" 5" 3.Ile T 3' +} (TOP) fr .6 1/2' 3^7/F 8' 4". 4 5/P 6 lJa'°.Y 1J2' 4 (RJPy. ...._ _ $,:. _ E•. - 6' < _ $, m. ':$" - _ 4 (867TOM) , �1' ".,_g- _ 5 92' _3" - 'x" ^ 4 (601101sy3' f3" 1G 9/2• 13" ` O 112 ti IJ2 a" f3 T (TC2') Kri1r 91• i3' tY 9' 93' B' 70' 7 iJ2' 13'3` 13'10 1/2 73' to 112 , i/Y' $" i3" 7" (Barrom) 13" 11."2*3•9 2' 103"71/2' 73' 6" 5 (BOTTOM) 3• 13' 10 1/2 13' Ile T/2 li 1/2 a- iJ• 7• $(lOF) 13" 13" 6 f/Y' IY 6 1/2• 7 tj2' S 1/2' 13" 4 1/2• VDP) 1 4' 69J4` 6 1 4' - - - - 6 1/4' 8 1/4" 6 (130TT."') e 1Jr..6 1/4` a , 4' 6 Y/4` - - - 6 114' 8 !' SM SMUT I t MO. MOM TYPE r SW6g/C FM 41STAIJAll" 000 WOOD VR6R BMANOW • MAW" A AMM '.PACKS AID EWE61W CoM QelAA,E ARE .00A O ON THIS 304GX F foe F.D. USE TWO IMICASE6 ON schm E PENCE Aim S1WCN10 Br MW,TPLYM SMCM PINT N ON TO:Max @Y lis fouoviA fwasS TOR 1148 aPamlAw TO SE INNS E, AEa11Cm Rpm" INIANW USWO FACM SHAft, NOT SE LESS THMI ,WAIN MWW4 YAK`ASED fR OOF ANCHOR ME aN Iwo sautGE ANCHOR TYPE i14re _ tJ41 ,J4 p 141 � a1 ILLY 1AO" eAtt0d2t 2AfiV0.a47.+aa C40-0 A O AI ANCHOR SPACING (01) ! 3 s 3 - 3 1j2" 2 ij2 00 3 - DITIAN31f_a3 ta1C®EakM3K 3 31%2' „j2' 3i/II. 3,/2" 4 Am^ $DBE OLD m) PAC" I 3 04a -- a.7e - i a9 - 1L64 --,:ao` ',.m SPACINGS ONLY VALID WHEN SPACEti 1S USED. SEE /1 FOR MAX AS IX `+^ OESPGN LOADS &. PANEL LENGTHS WREN SPACE[i 1S USED. Tm_r EL a A.S.D. DESIGN LOAD PANEL LENGTH 40 PSF OR LESS $•-8' > 40 PSF TO SD PSF 6'-2" > '60 PSF TO BO PSF 51-1D' A MAX. PANEL LENGTHS ARE ON Y VAIJO FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2- D.C. STAL,W1 N QUAILS IN FOR LIEF SAFETY PANEL 1/410 TAPCON EKISTING POURED ANCHOR 9 9" O.C. i r-L`Oi�RLTE OR CONCRETE BLOCK • REOUIRE.D-,.[/�+,,y 1/4'r 7APC'ON_ _ DOSTINC POURED ANCHOR @ 9. O,C. ? j _`bbNCRETE OR y OQNCRETE BLOCK % ItEWiIRED.{ i) tl. POURED 114"0 TAPWN.._ - CONCRETE ANCHOR O 9' D.0 ' I CONCRETE OR CONCRETE MOCK <'r RFlkiIREO. % ) -. .-,]_ _ Q JAY 1/4"0 TAPCON 7+pURED R� OR ANCHOR O 9 D.0 �� CONCRETE BLOOM 4 ITERATED -.yam, 'vim - ) F, OIO PoM RMS 3 ! ,n1491 wet 7 $ Wei -49 I i � 9 T ' _L � D € ( $ t i..-.-.._. .. _ ...... 1.. .. 1 PANEL LENGTH y ! PALATE 16140TH 6 ^t ..^__._._.,�:. (SEE ELEVATION $ 1 t (SEE 11EVAT10N ON SHEET 12) €1 _ .ON SHEET 12) 11° 7• MIo, Is a �- -_ $-SEPARATION 3 aLAss, I K To GLASS. 3/4' ANCHOR 6 9" D.C, �EK PBWR D C 4B REDUAREM NUS k RE (Ij IRR PANEiLS WALL MOUNT7N( s SG LE J/9_1• 12 (l{/4"K TAPLbN ANCHOR O 9" O.C. FLOORED CONCRETE OR IAitE9E BLOCX Ressun O, six VNEM FOR Us" 1TWE 8rG INIT Will iMWAAA AMG10R WA,Ca,a (hj 3 WOOD FRNrt B RLDOKS. Ma51WA{ AHWOR SPIRIMM AW MINMiAA •Meeeo,.. :Crw4r (MJ 4Wa4R1tLGl 'M4uM 6bA D.) 3 WUE Dd MWa£ ME KKIICATED ON THIS SD WIAL FAR L0. LESS THAN a itTFA ON SCEMAE ill3)OCE ANCHOR & 3 BY M LTIRYWC 9PACW6" M ON " By 1K rmo9RE0 FACTORS. AORgk. 10"SCHW P3A FOE= Sims. NOT Be LESS THAN MWMufe 0PAGi1W WaOAIW FOR EACH 00010111 TYPE ON THAI 6CHMILL - 3 t[2• 1 £Ds`NeI 4'M If -I/01 TAPCON ANCHOR O 9" O.C. E7 Mls PO{RlED CONCRETE OR '-"C•ONCRETE BLOCK RE-013m. Q REGULAR PANELS WAIL MOUNTINGS gHHHfey,y SCALE 3/6-1• 7 A6P, i { 3 CATION' 4.AS5. 1 1 3 1 `L" MAX _.-._.-.. .T _....... 6' PAN -1 £L LENGTH ON SHEET 121 I VA TAPCON R a 0" OC. POURED CONCRETE OR BLOCK REOUIM. a)O i N O CCT -p IZ O 5. -20 = O CO O „('mod CQ LL--: 4� O — > Cn C 3� O 4r�A�•� Z4 � . C ` VJ^ CL N4a 0 i31 lam o c mP"7 C11 L.L C Q _N m to .0 CV N O CQ aA C :sC C 47 CI..0 6i a7 w C .- E C 4L2 ,a iv y CU s:3 U 4H E m O d w C3 w INSTALLATION DETAILS FOR IFE SAFETY PANEL (1) INSULLADON DUAiLS EOR._UE.E TY PANEL 1 INTO POURED CONCRETE OR CON INTO WOOD 9RUC URES INTO WOOD STRUCTURES tAPCON�„ Pcum T14"A 7APCAN,�,•,,,,_,,,, COfISnN(i ANCHOR O 0 O,R t OC1G ANCIWR Q 9' O.C,.r 1� CONCRETE LOCK w `'t ' t WOOD HEADER '"° .,y",.„.^ .-, ti'-.,,, ,,.r"" _ .• a,,, ,rf„_,'. N'FAQER f D HEAQFN HEADER fie (., r .,.' REQUWWE u'r REQUWEO. �y,,.� .f- i < ^`w•• II t _ ''(:w. _e '_REnu1REQ Cn j 1 g'A TAPCON • t 49 TAPCQN 1 R"a TAPfAN 1 4"/ TAPCON QD r X I ii �-'. ["' �• `. N ANCHOR O 9' O.C, ! 1 O a' o:C. / a (�.. CkKX4. L 9' O.C- ,. l 'TNOtOR O 9' 1//4Y TA77CON • Y 4Y TAPCQN f2 { i12 ;i # �� i f Gases $€ ar ac I Olt e' D.C. 4 .� i ? ° ( '•- t,• i (�'""'Cry t s t '* 11 MATE• ...---^`^•-- '. d - `�i__ 02 Liz" � � � t • , i �'' E:D.# • i : i j ,r .t 7A.rat _�_. r •.`e. "1 `' S,1 .,4 ,1 ; i1 Liz•,/4' r` `, s _Vx J I i /',, ', i I j }. % ?, I � ', ,' I,f Mm. - i ,'Mil,. '1 I ' } %'Mnl �� • I ( ;.` `taM' �(� I .--? 6 i " M TO GLASS, Cu EKLaIINO,II .,rT-`- 'S.6. 6M.q W , ',.__, `9s, Notts w z D I a_..._ _.ITm+t• d ii L - -_ �.. — RUE yA nam /c.i K w�A 4'l w/ ✓. mr NO1R w O 411 ""a f Y' MAXQ _t_.— ,tIWP7 Gal Y-Ai K � _.T_._._ _ `mil I 9 � tBWW am ?-fi7 &A95 9 � a"`4 } a.. T - ..• A A 6 W t OtASS � - ` t { - N i PANEL LINGT H tr-- -- - -==r- 6' PANEL LEFIGTH K 'L" MAX. K 1 A 1 _ .. , 1" MAX. p i k (OH s s2j u I j(— �._CNN. UNGTH a 1 - 1' SIS N r-.J G' PANEL LENGTH n # lacm Gee r�7 � l i! � 1 MAX -..---. (SEE ELEVATXai I I- Ashr ON 6H1iT lay 9 _ I L" "Mw -_ p b f._ .._.._., SE SHEET t : -.---.._:,:�.�:: _ PANEL LENGTH $ i _ ._._ §I (#iE5t0ETa 11 .i _..., ..,.. .._f.. PANL'.A. 4Ei4,{,H ;,..__�� _- -_ PO4M LENGTH r1 A TO -r:'e"--==_ -_' (SEE £ifM9`d }I ,.. "� t" LN S7&3si'772j 6 "'1 �I"-.._,., 1.,_ 4 (SEE EUT01KIN p j� ($EE F.iE,'/ATKHI 3.,L N 0 i - aW-""-----"' - -.� f D 1 i .ON SHEET 12) {9 �, . 4 ON SHEET 12) It y'2 fr/ i .1 ARrtroN f2--sEIs VARA,RiWI- ; t.'J - e m °LAss y t, F ro cuss. 1 LJ N• _,�.__ B ; i:..__ I �--I EVAPA I �1 �+ 7` !--- --'---- - I tl 70 6lJ ; 6` ? p{"'. u f W2 TO GaLA55. ..>;.._._ 5• I it TO G{ASS. ' - FI--SEPARAnoN 1 E.O 5 ��,_ E r ,..,, i S.T-._.-.A . _ - ..... v t'":2 EtP15T11W: POU Oi ,. J I EJOSIINQ PO17(I�E.i ' .:.tom.--€ .._, . .*"f X.7` € .. ,>r'� , , I ., : - v I f .CONCRETE OR ;.. I -- GWMaR:iE OR ,. I H- - t' r 1a 7/r..:t 1 a ; W lx 1/A t CWACR BLOCK RJ° COR'OEiE BLOCK f ,. r`'E)Q. "'".... 7t w..._,......,C �...�.. E , .. .. t REQUIRED, i ' My2"ac REWIND, I #Nosmro] -. 4Y- a• i ' 1 � ; ;.. '•- � .. � _.^°' ♦ +z tM 00 � a..� ',1 r O L+p` an I 1 EQ. ri i y }I€ t -._-f I I e Ij I14v- e• e , 2 Ai V3APLATE 110.T3 • '' r• =i .. q. :4'4 T. 'w iµ `\ t+.i 1.l'r APCON REWIRED 1 f,. :I'i 7 4"! • - 1 t f i e2 V. 2k4 tj4'aPANEA4tTE -.- 7J4 A PAt7ELNA7E Pam, 'L. WOW i ArDQN L^, } T 1 rAGr r 1 } I i! MATE �, ;. € 'ANCHOR 9 O-C „ e --AfK3{OR NN $ O.C. ;•. iAt - 9 O•C. AUtTi.. "fi" I' PLATE FNCfiOR O 12 T12' L7.0, _ ANOiOR-(eEYpuQ) j.. „ 4 w ?.:. I s, k�.... ,: 0 .. } I STAAik REO W SPUD S REO WJ fi11ED i 1 t . RFDUa �. • t 1 f. 4 e TAPCON REQUIRED , REQUIRED y( $ y , I -.` r ;. AiR:E 14rK PANE111m PUS VtA11 MOUNTINGS9' as. Aa0HQ1t b to 1%i oe. :} 4 tAACHaR O 12 I/2r D.C. SCALE 3/6-1' ` ._. '� j a :*TE SM SHUDS 15 & if iWi ANCHORS TYPE As, SPACMG FOR . REQUIRED - REQUIRED F I SRIWRI0m INTO WOOD "I'm M.OaM"S . z._ NO N 00 M AX uEOICON NOR E Ia15 t14W WgGTW ON 193EO'" REdI10E fA1LYlOR "40010 by ,y AIATPLYNO SPA4 4 SHOiet ON S73HP.7 ULE BY THE fULiJAMRiG fACTCR6, TOR INS OPEtMTOR TO BE ?%511E R-IAW U01 " ^ REOWEO Small OBMAW9 UFO¢ rAm SMEL NOT orS TWA MINIMUM VM WXOISOATW FOR VO4 ANCHOR 71NA 12 VPE Elf THIS Smtmal - 1,p7fHn UfH d AKNIOII tlPc ' 114"r GENI �l� g_A T1� j y, / SCALE 3 6. 3��,�CENd4c ✓per w f? < WALL MMOU NGS fHNIH W" idguNTINGS t i1LN?!AiGs �f�R �[/r ' ✓� wipIM AHpmR l0cc9Y 6MJ 3 3 :7 •': FLORIDA BUILDING CODE Nan t(t h V6)0el Hw't)salro Zone) yl; C Lai` � ''• FLORIDA BUILDING CODE Nan. NI h Voltscifty Hu cone 20116 .' i , 4411i7 = FLORIDA BUILDING CODE Nan High VelocityHurricane Zone . `MwwMroa av,ai4M 0,J 3 3 r 'i " w1m raw, AIG rh l 02M teim Pk..... - rr. % = 9k E * a202o taT0.ro 41G.. Fr. wT4,Wa BA4 lbn.4l4 ecw, p>) A 3 i/2 � * , :A` ; tk & 24 GAGE:. GALVANIZED *STEEL STORM PANEL , �. •xF" , 44167 24 GAGE GALVANIZED STEEL 'STORM PANE(, mWWN � $ f 2A GAGE GALVANIZED STEEL STORM PANEL � Q 9�N1oN STA7€' ; aC ' _ c- 1. INSTALLATION AftRATINGS OIL, VALID FOR A S,O, DESIGN ¢ : 71r T. INSTALLATION ARE ONLY VAUO FOR MAX. A S.D. i $TOTE OF •: r-^ Z AoaN. TAME 0m0 RVaWA "I,-. .• _... ,.s•.-.. + mf2ff2a2N PRESSURE RATINGS (P,s,I. 00 PANEL. LENGTHS AS -*'. 6r/Nr/m2o y m/2T/mx6 ,/Y A3s �.o'Ot110 • iIL"` C (E ANe, GLOBAL PROTECTION PRi1i1UCT5. LL1`4 auc PER ELEVATION ON sIt 12 STATED #f/ ! A�► AL PROTECTION PRODUCTS, LLC, a1TE _ -.ab1 - _ 4',(• 1 4N0 3.W, 61 91R6ET �f it G C v 1Ni. DESIGN PRESSURE RATINGS (p.N.f) AND PANEL T E+ A x / t, f .-eP'2d.> ,CA tsw W. WIWAI.ew,WiAa ai. aaE. rL 33Af4 Z FOR NEW WOOD FRAME CONSMUCTION: WOOD Z•, fi R•-^' - a• ,,pR,Apy 460a gar. $i STREET LENGTHS AS PER ELEVATION ON SHEET 12 '� f;(+ FCDR - ""•- •■L c �+ / iNe. AL PROTECTIONt �Du+rTT$, U.C. wTF: — /ONALE A >eA .�O•' (ONTO ae7zJ ONAIE d %2t> Kr W�a 4R Col wmal Ames INML FL A'd a. i.Y aa4 vow A 7Nt4 CWAF. rl s3314 2. FOR NEW W040 FRAME CONSTRUCTEOH: WOOD 1 Z 11aB ,.w i Ix-.: rce.IetSal-+4M . r .tup o:-1� FIKr4E. C¢st>aea-1st6, rAxl (ma:eea-em 20-175 MEMBERS TO 6E SOUTHERN PINE Na 2. W/ SPECIFIC P Ae-„ pa.�`m,.,:,a . A.. s -,a, Pnol�+ i964)aev-T6 FAVE (pa47mP-6m 20-175 - fA ' m.ua, ptmNe (a$4)Mn-.7u4 "+ (m41s-a791 20-175 iHM4ni1t1 / ++,* o-w.a.,r DENSITY OF 0.55 6R EQUAL. .-,s wM,Aw;..,. MEMBERS TO 9E SOUTHERN PINE Na 2, W/ SPECIFIC NHINtnt L - rAw m-wa . r-, ' W r apc s. an,w. rr. OROM 0.- DENSITY OF 0.05 OR EQUAL pt. NfA,j'S2:tLii /wII 0w-D 1a ieu.. fm....sr... 4ureP . .a MMA1Iw H« Q - - eA-Oo0N71& .aa OWgSa 7ta '� ••••- a-eDoo-71A 3 , PE W/iTEA A IR1.n Jr. PJE . -1T-w: F faEET i4 Or 16 .. NH - A RMlT 16 W it OFF A faLIT.Je,,. Pr:. «, y aRET to M to ^J SHEET NO. SH 1.4 �t4xt• ttt /1BA Wf i8 ANCHORS (SEE SECTION ezi a ALA ATNE: E21W fNY., S"Hw toy ��f�-- EE NOTE 2) - Wf� (`✓il 23 iiiIIIIIiIiii,1111,3�ml _ ~ 'T D PANEL) i (ENP, r-TY (INTERIOR PANEL) '[ '7. I_T_•..-_,T. (INMIT OR ,,.T..�,.,._, I r.^.n.,. {RITEjRIOR P e !+{ 1 ......� (PMEI X W LAST PANELQ TO BE INSTALLED AT EACH OPENING SMALL ALWAYS: BE PROVIDED IN REA17 MANLttE T9 FACILITATE INSTALLATION W INTENDED TO BE INST)rROAt INSIOE OF STRUCTURE. Arb P PANEL tTxP 1 OF 1" 4 4 =O` R Nu, PANEL LENGTH e A/: 40.0 F.a<T. 'I' INSTALLATIONS ONLY VAl FON WINO. FEED UP TO 170 'm:P:h,. 11. .. 1 \1. 1. 11 MM ENGINEERING EN131NErRING EXPRESSO PRODUCT EVALUATION REPORT September 15, 2020 Application Number: lTI�9,1-R2 Pr ect u r 2031543 EX o + Nmbe Product Manutacuuer, All Amanrren Shultaraand Gtsss Manufaehlrer-Addl'esw, t640DonrutRoad Vvem Patin Beach, FL.33446 ProdudlName 8 DescAPtion: 24ga Galvanized Steel Storm: Panels Largo Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is b a issued in acr:OrdanDa with the requirements of the Florida Ospariment of Business and PtOfeaq(bnet Re rule6nn LFJarkla studing Commission) Rule Chapter SIG24-3. 5 F.A:C, for statewide ac n Method 1 The product noted above has beetl t)0 ce M d1 per { tested and/or evaluated as summarized herein to show congtRence with the Florida Bubditg Coda Seventh Edition 0 and Is for purpose Intended, at tea a uWalonttothat required theCdde- (2 20i a p rPos u>te 75f q raq red by Re,-avoluetlan of this product shalt be required toliolvin9 pertinent Florida Building Coolie nwdficalionsdr revisions. Substantiating twa: i PROEILWEVALUATIQNDOCUMENTS EX drawing *20.31543 ilaad A24ga Galvanized also[ Storm Panels (HVHZ & Non-IMV142)", sheets 1-6, prepared by tronesring F tress, signed 8 sealed by Frank Bernardo, P.E. Is an Integral part of Uiia Evaluation Report !M REPORTS Uniform static structural performarlpe has been tasted In acgordance won TAB 2(Taftest standards pet test report(s) #ST-A$G l7-001 by Blackwater Testing, Inc. Large 0saile, Impact resistance, and cyclic leading peribunance has bean meted In accordance with TAS 201 and TAS 203 test Standards per test report(s) #BT-ASG-1 7-001 by BledsweliN Testing, lnc, . STRUCTURAL EMNEERINQCALCULATIONS Structural engineering calculations have been prepared which evaluate the product based an comparative andtar rational anaEysuato quatfy the fc4krA de:>!gn ne tens: 1- Maximtmr Allow" Spans 2 Minimum AllOWaglOSPans 3. MinlmumGlass Separation 4. Anchor Spacing - ISO, SW 121" Av£NTJ SUITE 100, DEERFIELD BEACH., FLORIDA: 33442 OS4) 354.0660 1(866)396.9999 TEgMi:NGINEERIMa E%PRE55.GDN ENGINEERINGEXPRess,COM FNGINEE.Rti�1F"a Page 2of2 All American Shutters and Glass - 24ga Galvanized Ste'd Storm Panels No 33% increase in allowable stress ties been used to the design of this product- Saparabout from glazing is not required for Installations outside of Wind zone and essential factlfes, In►pact R'ersistance: Large Impact Resistance he;; been damorrshsted as evidenced In previously Asiso testreport(q). and is accounted for In the engineering desi of this odual. g nearing design W Wind Load Resistance This product has been designed to resist wind toads as indicated In the span schedula(s) on the respective Product Evaluation Document (Ie, engineering drawltlg), Installation This product shah be iruumed in stdst Compliance with its respectve Product Evaluation DoDwrtent tl,e: engineering drawing), along with aft components noted thereln, Product camponents shalt De of the material specified In that product's respective Product Evaluation Document (i,A. erginseringdrawing). Limitations & Conditions of User Use of this product shall be fnsulct accordance With the respective Product Evaluation Document (Le, engln losing drawing) as noted herein, All supporting host structures shall be designed to resist SIT superimposed toads and shall be are matadal 4mod in ttds product's respective anchor schedule, Hostshgctute conditions which and not Becculnted far Its this product's respective anchor schedule Shot designed for on a sita'spacilG baste by a registered Professional engineer. installed shall t c a atnst xInosion -Ham n rld' :All components wlvci7 are Led s a ha D e tad , co IIaM < a Other AUDIT damage at BIT 0 Pr 8 This product has been designed for use Within and outside the High Velocity Hurricane 3one (HVHP, Respectiidlq, Lta 4 � . �(G: Frank 8oanardo, PE ENOINEERING EXPRESBIN 0130040,-5491 Cert, Autlb.9983 160 SW 12" Avahua SUITE 1061 DEERFIELD BEAcu . 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Y UDC: ::'e O P� VNIJ?EzilI:JU4- L y.ri I I.1 _ L-...• �,� r.� i-=x:r p tuG II (an MinlWl N-slusrn r I n , :;r. _ - ��w i �s itiz' t-• m � � i r a: IY Irr.lxTf` G2 CMti PC I:IX )"l^ ( W 1 7rywAtLR6UNT.�a:Ci10N, .HFfI FF'aR.linr. {Af,`iH§ a JI:G9f i'.t„r. a"tJSlt:"::Iw•L-�.at'.ne;cir- Hai ��,, FIF FLIT-4 ,df- P•z t1x �.- C L i'6nec wcl- t I ..dlf}9 >:.6 .a;'„uc s.x....xtc ,.crrm7,1'•t" ta:>sw5t=xu;x wr_:IH� •• n �. rr _1i .,-' , afON a ,.•rrrr �_,., .. cy,, Sic-+.=kty 11•<S�EE< �L^I'M ...';IF-Nit� _¢I:IIt➢T Mt '=t ,'. U IYI tqi ¢ P444 C,rQF,4 T IMAvWrJnWv �• N :%:i :�.. M,q e T - lot .fi'::f. . : - .... "Y3li.:•; .: ev, l.: Ai ;.ii: ,',YY., 1MNififia Gs•I:•: .'Q r - tirnKT ,. Is { !):Ili i 4- 3. u b' ^I Q v �xu A it L 3, U'.Ik i p y- 1 #J.:'.]^-'Y ' rTt ,; aa"r a_ a .y LAID i' I I i uuw u r7 Y. Cdlr FI • - tr $11 "Is VJ I'=Mli ` ^._� r3Ju( i M 1.: li"' Flpt..W..fi E.it+I tNt as:.. I, •;:.., .f G:T-I,1'`fir.: £'' "� g. _ �tF z¢ �r o. u�tem:IrT,Sa'i, icf;{� h .LL i,c�'.a%'A'hu. i-. cmxnRlEP a tH'.: ' . �u� ,' i`. .. 1 11:t2`4q„R.Aw1$rsLi T.h.Y11t(^."e HWF Wk ftYtTllll'i:r. r grit, .a3rcv -- - l.,k'r,e.:.'rrPaN �Q'-.'i�u�•1�.. � - P +51' ■AeE p1;SCRipTIOMr„ 4 't' f"�9PDtlNALR9P/EpTTDM DL1IHURE"[C-'fAYL >iko IMH N MFlC. - U T3.n -ti aYr a ill i ' r1-I's3is_L f/T. �WfLLL se, ��,t ��1- -. xM'IX4T-x"•pY. rw^r tree ?AqW, r-s 4dWJ..C; r>:. - '_ LS VM ti-l^.y ,r""54 I INl'71xH1)x MtplNLbx',IMYN ^ 11G''GPE e{'-Y •Y• LIrAR�4p11Mnl MC11W7 hH:l Sri 1J� n'•1} INSTALIABON DETAILS_ FOR _AERIES 2000 E-Z HAN9 STORM _PANEL (j 1 A77 1 T � rRil€FO 7 a s TAMN SUDCN 41 - ANGWR R 12" O.C. f REQUIRED, M� 1f4'k tAPC N �I44zt" H" HFAA itit. MipOp Y{P�pER r i; i } "1 W.. 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' WALL 161431JNflN4 1e�L lTitl€MG �fkWF7 ft SCAC'E/8=at` SCALE 3/8=1• 'i�'Ra"t�Ill a•'tb ,` FLORIDA BUILDINGCOi Non Nigh YsiocH Nor loans Zone) * MIN- PANEL LENGTH a O. 441 z' �. � Y^mm Sar6cn'I`' 24 GACAE t1ALYAttitED ST£EL STORi) PANEL rt: 1, INSTALLATION ARE ONLY vAUO FOR 1�X, ASA DESIGN SMALL BE 2'.-6' ¢ * 7 - �r j ' 0 W. PRE55URE RAPING +/- 40,0 P,s,I. AND B'-o. MAX * STATE 0 -yam tiBAL PROTECTION PRDD1iCTS LLC. PANEL LENGTH. '. f n"'-_ IE LrE C v itic Q'e` 2, FOR NEW WOOD FRAME CONSIRUCTiON; WOOD •it7Rlt1 - * f°'+fFA�����P` "ftwkl rd:efR4ri.�raY� : (-x6s�A,5 tea. -ea+r MEMBERS TO BE SOUTHERN PINE No 2,. 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