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HomeMy WebLinkAbout36434 Garden Wall Way, ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR OR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. FooU Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL' Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KNVALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer ILL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Minor LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish MIL or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT orVert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATES REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 A T r-% r A PY 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE --———————— — — — — —— — —- a — I r7 10M 7-1 El Ll 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN,j 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN/ 7 sue• LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS-_ - S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS-&- DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer poor 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. M c cv trD Z 0 -a W O V do C N u fV L Q C-) N y M. � c CO o c CU s 3 d U U CJ � y C tom: '_' � � • a _ U 1 ' tiJ rb lV V `4�1 ^?p �StOt����.� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N N Q co,Cn n LQa rn I- rZZR _ (A Mcjo Q = w iL , o Lu _Z Ta c a m �i co W��pjO' m w Z coLO N Z Q IL OU Z W ❑ ❑ i✓ M � z � Q a ti N z LL 4-1 W N " U — � O w 8 N Ly N r- N U c � Q �0 so o w� �o a E O z Z® D a @ gO 000 Z N ao oQ a L� ao irw ms n3 N Cx _ C ym 0 oZ >Z Z J ¢� �Z go N oa a W pCD c7 0 a� O03 C:> > Ln J O V m 0 L ca T t0 Q LL „) tJ00 CV >✓ CM ,� co N C:) M N Lin T C0 T M M N T o Z � r E T Z c a. E ui 0 � ¢ o JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. C S 1 I I -.I _ 1 _- 111 1 1 _ I 1 -_-1 11 1 1 1 1 I I 11 1 1 1 O. BATH P 0 50 __ 7'� OBSC 0 b 60 I O. BATH BATHROOM 2 KITCHEN ■ ai A VARIES PER FLR. PLAN VARIES, 2" LESS THAN CABINETS BELOW NOTE: THIS DIAGRAM DEPICTS TYPICAL GUIDELINES TO BE FOLLOWED U.N.O. INSTALLATION ON PLANS MIRROR SHWR. SHWR. DOUBLE VARIES / CURTAIN HEAD RODS ROD 24" TOWEL BAR z g SINGLE TOWEL BAR IN u ON WALL ABOVE TOILET TUB OR SHWR. ¢ TOWEL BAR ON BATHROOM WALL a / = CABINET eO TOILET VA VEs 00 SOAP � PAPER `O DISH V00 I HOLDER 4 a oZ oZ N Q O % N 4 FIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY TYPICAL HEADER HGT. -�I���CIr�O 0 ch 19 KITCHEN 0 ch 19 KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS PA 12" FOR NTY R OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O O FINISHED CABINETS O COUNTER TOP 30" H BASE o ° 00 CABINETS 9 L A- n rn ° O > i °P 2x FRAMING b h io 1/2" GYP v N v BOARD FIN. FLR. .- FIN. FLR. _ru SHELVING P.T. SOLE PLATE291 x ISLAND COUNTER CABINET BLOCKING General Notes R302.5 Dwelling/Garage Opening/Penetration Protection OPENING PRESSURES Opening and penetrations through walls or ceilings separating the 25'-0" ENCLOSED - EXPOSURE "C" dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. 1'-s" 10'-0" 13' 4" 0 +29.7 / -32.2 © +29.7 / -39.7 1'4' T-4" 1'-4" R302.5.1 Opening Protection 1'-4"x,'-4" "L" © +28.3 / -30.8 OD +28.3 / -37.0 Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between SHAPE CMU 0 +26.16 / -29.1 OF +26.6 / -33.5 the garage and residence shall be equipped with solid wood doors COLUMN not less than 1-3/8" in thickness, solid or honeycomb -core steel ■ ■ No- SEE SN SHEET U SEE SN SHEET doors not less than 1-3/8" thick, or 20-minute fire rated doors. -------------- LANAI R302.5.2 Duct Penetration 140 MPH Ducts in the garage and ducts penetrating the walls or ceilings 8'-8" FLAT CLG. A.F.F. I NOTE: WIND SPEED INDICATED ABOVE IS AN separating the dwelling from the garage shall be constructed of a 9'-8" 10'-4" 5 -0' minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid is I I AC PAD "ULTIMATE" WIND SPEED. THE WIND PRESSURES nonmetallic class 0 or classl duct board, or other approved I I J TYP. @ LISTED ABOVE ARE ALLOWABLE PRESSURES material and shall not have openings into the garage. I I S6 2-STORY O SOFFIT DESIGN PRESSURE +29.7 / -39.7 I E I R302.5.3 Other Penetrations HB 1 6068 SGD 1 35 SH Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. I ALT I I WINDOW SCHEDULE R302.6 Dwelling/Garage Fire Separation. jAC PAD j I _ The garage shall be separated as required by Table R302.6. �� R.O. CMU R.O. FRAME Openings in garage walls shall comply with Section R302.5. BFJKfT ;'ii I I I SIZE (Flange) (Fin) TYPE Attachment of gypsum board shall comply with Tab;e R702.3.5. L -----J 8!-8" FLAT CLG, -_ The wall separation provisions of Table R302.6 shall not apply to 12 20 X 26 181 X 25 , 2 S.H. N TILE garage walls that are perpendicular to the adjacent dwelling unit • 13 20 x 38a 18 X 37 S.H. al DINING •From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or 1- 8'-8" FLAT CLG. 2 14 20 X 50 1 18 2 X 50 S.H. equivalent applied to garage side. - - - r CARPET cnR • From Habitable Rooms Above Garage -Not Less than 5/8" LO `�' 15 20 X 63 18 X 62 S.H. T N ype-X Gyp. Bd. or equivalent. - 16 20 X 72 1 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less t 18 �x 71 than 1/2" Gyp. Bd. or equivalent. • - 1112 27 1/4 x 26 26 X 25 ' S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied J'�.. - - - _ 3 fl = 206$ 1H3 27 1/4 x 38 $ 26 x 37 n S.H. to the interior side of exterior walls that are within this area. BF t-_ li J 1 H4 27 a X 50 26 x 50 S.H. S6 R312.2.1 Window Sills °° I _ �I 1H5 27 x 63 26 x 62 1/2 S.H. Indwelling units, where the top of the sill of an operable window is TYP located less than 24 inches (610 mm) above the finished floor and cCQ, 0, 6-6 h p II 1 @ co 1116 27 a X 72 26 X 71 1/2 S.H. greater than 72 inches (1829 mm) above the finished grade or 2-STORY 'r other surface below on the exterior of the building, the operable L - - JI 22 37 X 26 36 X 25 1/2 S.H. f LL a I ■ window shall comply with one of the following: 1. Operable - 11 f windows with openings that will not allow a 4-inch-diameter 102 � El i 23 37 � X 38 � 36 2 X 37 3/4 S.H.( O I - - o o GREAT R M mm) sphere to pass through the opening where the opening is in O i Q�� 1 8'-8" FLAT CLG. 24 37 x 50 $ 36 4 x 50 S.H. its largest opened position. 2. Operable windows that are provided Y I C III ^ CARPET with window fall prevention devices that comply with ASTM F2090. M Z l_J I 2 25 37 X 63 36 2 x 62112 S.H. it 3. Operable windows that are provided with window opening ' r-KIT M 2fi 37 X 72 36 i X 71 1/2 S.H. control devices that comply with Section R312.2.2. � II $' 8" FLAT 'TILE Outdoor I DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. Chapter 45 Private Swimming Pools , -- Outdoor swimming pools shall be provided with a barrier t ) 7�4' 32 54 X 26 52 X 251 S.H. complying with R4501.17.1.1 through R4501.17.1.14. PLUMBING LINE �, 3, 0, J „I _ 33 54 x 38 52 x 37 S.H. M1507.2 Re -circulation of Air TO SECOND 8'-4" 2'-4" 4'-4" o Exhaust air form Bathrooms and toilet rooms shall not be FLOOR I - L! - J I (3) 2x4 #2 SPF 1/2 WALL = ` 34 54 X 50 52 2 x 50 S.H. re -circulated within a residence or to another dwelling unit and L I I M U A shall be exhausted directly to the outdoors. Exhaust air from STUDS W/ (3) OR RAILING N 35 54 X 63 52 X 62'2 S.H.bathrooms and toilet rooms shall not discharge into an attic ,crawl 16d NAILS Al PER SPECS r -- o BASE FLOOR G.T. 36 54 X 72 52 1 X 71 # S.H. space or other areas inside the building. 1 - - - -- - -T - - - - _ - 39x59 40 X 59 N/A S.H. GAS APPLIANCES I ( I III I I I I I G.C. to verify location of gas riser before commencement of work. A co 2 I DOUBLE 39X59 79 X 59 N/A S.H. _ /�/ I 6f68 I I I I I III I I I I I Where gas water heaters are installed. Water heaters shall be I UP r installed a min. of 18" above fir. per FBCR G2408.2. Except where p ■ $'-8"_ FLATTCLG �._ 116 115 1 11 2 1 I 18 I III 15 rH OPENo appliances that are listed as flammable vapor ignition resistant. BF I I I ITILE.I I I I I I ( III I TO ABV. ML-L HEADER SCHEDULE 06-4 HEAR WALL � FLOOR G.T. 2x4 #25PF GE OF SLAB 2"UDS Wr l7SPMARK HEADER SIZE REMARKS B YOND WALL T1.6.@ BASE_ W - H � -" 4'-5" 7'-3" 7'-0" H 1 (2) - 2X6 #2 SYP W/ 1/2" w Z--`- �*•� - - FLITCH PLATE � O� BUILDER TO PROVIDE' Q i Y C �""( 1 } - w t APPLIANCE PROTECTION S4 __ O 2) - 2X8 #2 SYP W/ 1/2" � Q p C �'-8"-FIAT CLG. H2 ( ? v0 m WHEN LREQUIRED PER FBC H1 TILE FLITCH PLATE S3 p Z W/ USP L TA18 STRAPS ■ ■ H3 (2) - 2X10 #2 SYP W/ 1/2" F= a (CENTER D) EACH SIDE OF ` - FLITCH PLATE J v Q WALL TO FLOOR TRUSS = - 00 O (2) - 2X12 #2 SYP W/ 1/2" 6 } ABOVE 16" O.C. j M I I H4 FLITCH PLATE WALL L E G E N D TYP @ LU GARAGE X LU I I H5 (2) - 1 3/4"b=2 X 11 1/4 LVL `" 2-STORY ■ LLILU U) m LL I I 2.0E Fb=2950 > LU I I MASONRY HGT. @ 8'-8" A.F.F. 8 -8" FLAT CLG. A.F.F. � 2 O w ■ I I iD H6 (2) - 1 3/4" X 9 1/4" �J > I LVL2.OEFb=2950N o ENTRY TYP. 2x FRAME WALL Q _J 8'-8" FLAT CLG I I H7 (2) - 1 3/4" X 16" Z � 7 - AFF I I LVL 2.0E Fb=2950 o A ------------------------------ - I I BEARING WALL 9 S3 I I I I e (2) - 1 3/4" X 7 1/4" I I I I LVL 2.0E Fb=2950 INTERIOR BEARING WALLS NOTED "FLOOR @ Follow Q/S4. See Plan for BEARING ONLY" ARE FLOOR SYSTEM SINGLE f I _ _ FLOOR G.T. _ _ i ■ - - - - - - - - RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE gearing Wall Call Out When SUPPORTING ONLY AND REQUIRES NO STORY ■ I I -------- Straps are Required UPLIFT CONNECTORS TO FLOOR SYSTEM 8"x16" CMU COLUMN I N , I W/ 6"X12" ABOVE I VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED K INTERGRATED INTO 1 12"x12" CMU W/ (4) "SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND AREA TA B U LAT I 0 N L I #5 VERTICAL o REQUIRED STUDS HB S4 �,P @ WALL W/ (2) #5 GARAGE to VERTICAL I M FIRST LIVING 728 S.F. ----------------------------- ■ ■ SECOND LIVING 1036 S.F. --------------------- 16070 OVERHEAD DOOR TOTAL LIVING 1764 S.F. OLANAI 60 S.F. GARAGE 379 S.F. 2" ENTRY 62 S.F. 1' 4" 16-0" 1'-4" 4'-8" '-0. TOTAL SQ. FT. IF 2265 S.F. 18'-8" 64" 25'-0" I N S U LAT I O N REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN -A SCALE: X"=V-0" evil 0 cv � � Q d o s cs CL o cat �© t Zf eV S N eft Y �o� y 3' f0 3 s• � U N N C C] c E e, _m 1 V w .� tt!l1i6Ef !lEp� �R0 A b o r r l A Q, h ... 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W Q � 8 8 N (a I- 0 d cc) UCNJ 00 N rn fa 0 c') C J 11 tl J LL SS (L a -� ui z &w= W o �oNoS m W z us w J MZ a ZN 00 v uvi W ❑o z Q � N z � ca o 4-, w � " V O w 8 ( ) c�_- N U w r-- - E z Q Y o w [`r) Z _J U_ ce EI a E z o �o wz > a� Z® °a cc F- @ R� uo pU z o E �`°z w� 0Q �Z CV t o Qo tt m� _� � �c �°z Ox U z° Z z _ 9m Q W f t! a� a g sH Zo a �w W T 3 U < g I Z J < 'O o w< ar_ C O 0 i e L m O � C T coo r CrO3:O co U) m N ILO- `i 0 -2 r%*- � co CN 0) o N T Q � T T M N o Z M Z E T i/i r rn cif c d E 0 U o a? Q c -� JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. SIN �T CONT. HANDRAIL RETURN TO (DAA WALL DETAILSCALE: NTS 0 3/4" PLYWOOD DECKING FLOOR SYSTE collct 1 r STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1 x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16\` 15 36" H. CONT. 14 GRASPABLE 13 Q RAILING M I 12 I 11 � 1 Orr I I 1x TREAD 10 (TYP.) 9 I o0 STORAGE UNDER 7 - STAIRS 6 \ 2x FRAMED 5 WALL 4 ��I 1x RISERS (TYP.) 3 2 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION_ SCALE: 1/2" = 1'-0" ) SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC 1 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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ IT 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** -------------------7 I 125'-0" I I 8'-9" T-8" I I j< I I H1 1 I 16 ED2 TYP. @ D2 j 2 (X)TYP. S6 CORNERS I 125 H U.N.O. 25 H TB 0" EGRESS* EGRESS* HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 6 X 36 SHOWER 01 d. FIBERGLASS TP SURROUND OWNER'S -,4-0" -5'4' - SUITEo CY)0. 6) SAT 04) 2�68 $'-0 FLAT8'-0" FLAT CLG. 3 CARPET D2 20g- as G, ; TILE G.T. oo SIM. W/ (1) O - - - - - m - MSTAM36 15'-8" STRAPS @ 4-SH BASE 3 R&S 42" KNEE D2 �------ ----- �� WALL WITH SIM. W/ (1) 81' 0" FLAT CLG. ���_ 2068 MSTAM36 U) I CARPET o IACCESS; 4") 10" S6 1 x8 CAP & STRAPS @ I in I BASE TYP CASING .N.O. M I ------- U. R&S TUB/ SHWR 73- TILE A.F.F. 0 - BEDROOM 4 8'-0" FLAT CLG. T 7 - -P _ 1 X8 CAP & - rn CARPET A o0 CASING $-g FLA: T CLG, '-6" c TB = 1/2 WALL OR U) RAILING PER SPECS w = o W Cn TECH CENTER w N kD)2 7'-9" 5'-11" 2668 11'-4" k H1 �N 2668 O D2---------- BF A O I H1 N, 6R I I DRYER VENT- 10" 10" I I Rn THRU SIDE WALL I 5068 BF Tj 1 14 1 12 11 10 9 18 7 6 5 4 10 lob D. LAUN E:- - - - - - - - -- -----� Q I 8'-0" FLAT CLG. 2652 R&S 1S TILE 9 13'-11,.11 T-10" 5'-11" - ' - - - - - - HANSON BOX N I W H A\A N @ 36" A.F.F. ,�, 4068 -- - oo '* 6'* BF ?•. 5'-q" 5'-10" WIRE SHELF 9'-51" N r o� @ +54" A.F.F. N �v J 3 S6 D2 I U. N. 0. N I SIM. W/ (1) 5068 I ;:_ MSTAM36 3 11'-6"^ - - BF 2 " _G.T. _ 11'-2" _ STRAPS @ D2 BASE SIM. W/ (1) BEDROOM 3 ;(0 BEDROOM 2 MSTAM36 8'-0" FLAT CLG. I 8'-0' FLAT CLG. STRAPS @ CARPET I CARPET BASE EGRESS* EGRESS* 25 SH 25 D222 39 (Po I H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN 1 L I PER DETAIL 6/D2 -----------------------------------� 5'-10" 5'-10" 6'-8" 6'-8" 18'-8" 6'-4"- 25'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 Qt +26.6 / -33.5 GC� SEE SN SHEET �H SEE SN SHEET NEW140 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 18�X25J S.H. 13 20 X 38 3 181 X 37 4 S.H. 14 20 X 50 J 181 X 50 S.H. 15 20 X 63 1812 X 621 S.H. 16 20 X 72 18 2' X 711 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X386 26x374 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 g 36 2 X 37 3/4 S.H. 24 37 4 X 50 J 36 X 50 S.H. 25 37 4 X 63 36 � X 62 1/2 S.H. 26 374X72 36#X711/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 521 X 251 S.H. 33 54 X 38 g 52 J X 37 a S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 2 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 'Y2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A e*� c%J cv tS.sa o Q > w o � M O .v N O E: a y e e.7 cY:i c n .=° , c E m. e� i � � N - Q 0 ' c, ....... 1, 1,11111"011 E 1.1', To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 8 Ia y � N ti 0 U)NO� rii N co V zs � LL Q -J u 5 Z LL W " a �- w (L le Z m °' LI 9 C, - W � tON� 0 U5 cp ' m W . 00 Z ul N Z ¢ ZN O U °mod :. W ❑ ❑ Z-Z Co o� 00 z Co z o� J - _ N W M (D o � o_� w S IVI^^i r6 E I N c�00 • c 0 Q N � C �w M M w o Z E =o oZO �� Q. v o a o w �Z Z O C'4 a� az woo 1Z Qo mo of Z Q) a Q o go a 0w W � 3 ire 'oyLL xG w =3 �0 o w� �O a� 0 03 �O 0 = > L0 rn `m 0 CID T (a r- 0- s Cif mIUD N M 04 O M N L1 i T < T ai M N o m:31"- y Z Z E T c FL 0 -1 ¢ o °-' JOB NO : 22-12360 SCALE : AS NOTED SHEET NO. 1.2 u i L r -- ii — 1_ 1 1 1 L— ' 111 1. 1 1 t L FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.0I — FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HDR. EXTERIOR PLASTER ON FRAME _100 80 f; FLASHING `1' ::& --------25-SH_------ — — — — — ----- T.O.M. TEXTURED 00000�00 I17ME M IMIMIMIN Elm 1•' FRONT ELEVATION - A 12 5.01— Y-0" RIDGE VENT EXTERIOR PLASTER ON FRAME 12 CJ 25-SH CJ 4.0F CJ/WEEP RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS --------------- L ------ 4 ------------------------------------------ t ------------------------------ ------ TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 14.0 RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e'er 0 v1 � ry t S - .t V y 3. � v _ 5 n" G i I fit Wi �,_�(D 10 F L a ��N ��R0FESSION �/ � 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 a 8 p o - ao Q LL W JLL� a ZLo —ern a L Y6 O - W WU) ] '@ N tD . 6 Co W 00 (h 04 Z Q J Z N a OU 00 W ao V M z N z � v zo L04-1 N M z c� o ty M � is V —� O w g to c �N U w ®. Of ) � m e �0 o CD w Z LL_ E oLL � 0 E U Z® Z N ♦— _ O E ro o o UO r wp �U OQ az N wo <o ¢� w� A__ � � z �Y U mo O¢ Z Z - v J 'm WU' ,a <'w g N 8� g ° aZ W S2� Mill O � w4 �< ao ° 3 °0 >LO J Q 6 rn m �o 0 fr_ coco r coo r U) m N LO CM c N O M N Lo t Q T E w c M N o m � T rri r. Z Z E T c n� U � ¢ p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 2.1 12 5.01 >�VONT_---�- FIBEREGLASS SHINLGE INSTALLED ooO-4' OFF RIDGAS PER MANUFACTURER lSPECIFICATIONS� LO-J r-1 LO-J rl 12 2ND �4.0 NFLR - -------------------------- --, ---- _ — --- — ---- --——— — — — — — — — — — CJ/WEEP c E 35-SH I-----------------------L—J- 6068 SGD TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT 12 5.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ------------ -------------------------------- ------------------------------------ EXTERIOR PLASTER ON FRAME 1 H3-SH 24 SH FLASHING 12 r 12 ----- 4.01 — — — — — — — — — — — — — — — — — — — — — — — — — CJ---------------------------CJ �4.0 CJ ----------------- CJ/WEEP— — -- — ---------------------------------------------------------------- ------------------------------------------------- ------------J —1 ----------------------------------------------------t---------------------1---FINFLR TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) i. I LEFT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 I to a > W O a� o o_ cv m o yc LZ N Z 3 —2.) w C= L N '1 �- C is lb i = Q Q.co wu � C . FL-0 �. ` 0�� 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 beadng Engineers signature and seal. - v1 W E a N$ o V .N„ O C: to 0~0 0 WD r � 0 'Cu: M C 2S # LL u_ a J 2 � w J U SS d Z M o L cc L O = 'M N tD 0 LLWr°�aj6) m = C 14 ZN OU U W ❑ ❑ z 2 c 0 z 2 co N z � Q d N N m to z (1) 0 o a--+ 0 w o to C w �V) U w E 8 '.. I _ d U 'o H 0 ° N m s o0 O w COo � C a o v Eco wj �® ❑a O OU �o a r 0 OU Q Z N �� d 0 ao ¢ a 2 rw Gz o m O n W LL W a E aLL Jw om� o O a r v 0 c � Lo rn m m CID tU �- O 00_%� Cr _V CIO m N �. C LO 0 M ca 0 N 0) M N Lo r < T E > M N r— o Z cc Z 7 V7 r '� E T—cc m a E U J Q p JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION 150A/2 LC NENTTERER PANEL C DOOR NOTES: 10 #14 to lights 8 outlets NEMA 1 b #12 to appliances and GFI 150 AMP1 ELECTRICAL CONTRACTOR 200 AMP 0 #10 to WH MUST VERIFY WITH THE 0 #&to Range SPECIFICATIONS FOR THE TYPE 0 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAINT 150=2/0 200=410 in 2" Conduit 200 amp 150 amp 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 WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE 16) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �]aD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER WWI ELECTRIC PANEL MW-j DISCONNECT SWITCH ��/� ROUGH -IN FOR OPT. CEILING FAN C� J Ql�/� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 ��J// CLAMP PER 250.50 AND 2%52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN_ SCALE: 1/4"=V-0" l• -------------------� ----LANAI ----Na. I I I I /� > I AC PAD CFI `�/ I GFI DISC. I I � I u I I lei, \ I (I I) Q' 1 n - _ 1 ALT AC PAD j I — >BRKFS _ I :! WP DINING —_ LIGHT AS P R SPECS ` to 5'-0 F " C OPl LIGHT AS PER SPECS • PENDANT I, LIGHT PER /�_ SPECS I ' �" GREAT RM 0 1 I ��I I fi-� 1 - DEDICATED GFI I GFI 12 RECEPTACLE FOR • -- - - I ROUGH -IN • MICROWAVE RANGE - U.C. OUTLET FOR OPT. HOOD PER SPECS o I o z'' I (/ FAN/LIGHT 0 I I GF I SWITCH FOR , OPT. CLG. FAN/ DISPOSAL I \LIGHT PRE -WIRE GFI II •. co LU 2'-8" v 1'-10 17 - 3 f- --T_ • - �, �H - - - - -• r -r I 7,� LS I D H► I i i i i i i I--` - I - w � GFI @ 44' FOYER A.F.F. _ W �0X yz a ■ = V J Z W >-j °Q ! - a I • • -� • 0 � `\ GARAGE / WP DB WP L` U LIGHT AS I I GFI w U PER SPECS GFI • ' W GARAGE GARAGEDOOR - , GFI I ENTRY r-------------------------------� 10 10 I I • I IRRIGATION GFI I I •-------- • I @ 44" A.F.F. ` ■ -------- I 1 I ------------------------------ I ` I I I I � I I � I ■ •------------------------------, ■ ■ COACH LIGHTS \)b OR PREWIRE AS PER SPECS RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH GFI @ 44" A.F.F. WIC I L-------� _-�- S.D\ � S.D. I I 1 12 OPT. CLG. FAN I LIGHT PRE -WIRE BEDROOM 3 OWNER'S SUITE / OPT. CLG. FAN/ / LIGHT PRE -WIRE I ' /OPT. CLG. FAN/ i LIGHT PRE -WIRE BEDROOM 4 S.D. I � � I I VI H W 1 1 :L W I I1 I� I OPT. CLG. FAN/ LIGHT PRE -WIRE 2 BEDROOM 2 I 1 I I I I I I I I I I I I I I L------------------------------------ J n R 3" VTR Ij1, III, I �I I I I I I I I I r� 3" VTR II1, �I I j \1 ► j I I I I I I I I 7u I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: %4"=1'-0" 0 1v � �i Ci U iZ h M C fC V CV m x N d •� o s � 3 to co c N O fV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a �E 0 8 O 0 � CO N �. Q LL c" 0 -j LL tL a Z °'3,* W a Q �$ �. : (p N (O O 0 05 W T m NZ QrILZCo 0 OU 0 Z W ❑ ❑ Z N M o � z z o � Q _n WEIIIIIIIIIIII U) N a. z 4-1 C w m � a io U 0 w $ �N = U) U C w � ° U o Q 0 soy c w M2 O Z E U- E °� �� ��a i g z9 _® ❑a Z �_� O � U❑ d < Qi 00 O Q wz (v <g � w ru N CY z mE O Ott Z in e U Nm F� <w ZZ a s� Z go W Q w a �W °z o < F ;o coMj 0.. a OO11) 3 >U-) O hi rn 00 00 0 ^' L c T c0 T co Oaje m N .. �LO— `� Os` rll-- M cc 0 (� Q M N L.0 T to T M r Z @ Z C T E T y a E U � v ?? Q p c JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 3 l I I -- - I I 1- I I 11__11 1 -'I JIl 1' -- I I _I 1 I I I I I I '! 1 1 - - I I - I I —'I- I I - 1 11 f ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge I 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.Ventilators IN. of IN. of ventilation soffit ventilation vented be provided Ventilation tilation tilation Ventilation SElev) (See required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9'0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN —A SCALE: Y4'=1'-0" c\i O N C® Z = as =o a w 0 � L G C— V a CU V CV m 7C N C V` C1 N p C R R y � U N F ra - i � W 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. H W d E o ccn V r10- r` V tl� oo to, M ej N C 2S2sZ Q C LL LL J 5 ELL S , W .J c Z_ cc a) r W o a -c F CD 0 W (n I O).co 5 m 0 Z Lo CV Z LL Fw 4 h- CV < Z U v ai W ❑ ❑ U z N 8 z o ? — — (Z QE3 fh ti1 z � � a w (13 a � V 0 w (J1 rz y N I— U w m J of t J j.., U o 416 � M M z Z OS Z Z¢ � EIg =o >o Q Occ ❑LL z® D a Z H r6� O <� o ' �o o U oQ wz N I—L. o p Q • Cp v z ro m� F p z zz�c J `�o m aw � z N a� Zo 5� a W O �x w yo Oco °zl�a a� o 3 .o cC:) f/1 > 1yO O N rn cca m C9 L co T co 1T ca m N F-- cLO ..� 0L 1 M CO N p M N Lo T < 't T N is T M T z Z T c m E a c U 4 JOB NO: 22-12360 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 Uj CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ..•' ; .. #5 CONTINUOUS • r . _ REINF. SEE FND. FOR �uv, QUANTITY #5 X 25" X 25" CORNER :' _ BAR ONE FOR EA. ;•• HORIZ. REBAR, TYP. �- U.N.O. ,• : �� ; ; ; •' �_ "Alternate: • - ; � The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-O" 4 PLUMBING LINE O SECOND FLOOR A. 0 F_ 10 O c%> 00 60 O Z ~ O 0 _ r- U o In 25'-0" 1'-8" 1, 10'-01, 13'4" 1'-4" r T-41' 1'-411 W/ (3) #5 s1E.W 011� I I C S3 7 I I FW/ (3) �5's E.W.011 to I I o I 2'-0" h'-4"1 6'-8" '-4111 T-1011 5'-2" 47811 1-4" 1 4' I M I AC PAD S3 I • • • • • I all ;a 11 • T_ 1 1 I f ALT II II r---— — — — — — — -----------------------------11 I I AC PAD I PROVIDE: 1-1/2" RECESS I J 11 I S6 STORY HVAC CHASE F R SGIN DOOR. REFER BASED ON 1 MAS'SSCOPE LOCATIONF R WIH I I III - I 11 I o CDINDICATES FILLED CELL W/3000 PSI CONC. GROUT 11 I — r FROM FTR. TO BEAM W/ 1#5 I C.J. _ _ REBAR_VERT. ABOVE SLAB. J r TYPICAL @ ALL PLACES I I S6 I I SHOWN HOOKED FTG. II I TYP. @ I DOWELS 17" EMBEDMENT 1 C' 2 STORY I — — W125" EXT. ABOVE SLAB "GRADE 40 STEEL" j I • a. III I I � • 0 I I 1 1 �d w � Y II I 11 Cn C1 (D cr_ I I II A S3 TYP. @ SINGLE STORY m 1_1 I III 3/2" MIN. 3000 PSI CONC. S4INB I o0 I Ca M FOR HERNANDO COUNTY ONLY I M I `n I I I 3Y2" MIN. 2500 PSI CONC. q AB OVER I I 6 MIL VISQUEEN VAPOR BARRIER I I • �,Z- C.J. _I_2' 5'-3" 15'-4" j I I • I w 0'-0" ELEV. I I i o �O—T--- --' FIN CONC. SLAB 1 1 I M • o I I! I I I 1 3'-0"x3'-0"x1'-01' x2'-0"x1'-0" 1 I 10'-7 1/2" / (3) #5 E.W. 14'-5" I I W/ (4) #5 E.W.co _ -3 1 /2" 4" STEP I J 0? I C DOWN S6 M � 17'-1 S3 MIN. 10l1 64"it I TYP. @ ;n O K _________I_T 2 STORY w I \ S� I L (BUILDER TO PROVIDE j (APPLIANCE PROTECTION I WHEN REQUIRED PER FBC 1 O I TOP OFCONC./ RECESS FOR FRT. DOOR �; N I I PAVER TO BE 4" PRO IDE 1/2" x 9112" I 9'-4" 9'-411 I i BELOW FIN. FLR. 11 —� — — C.J. — —I— — —� — — —1— • -4 I L S3 00 I N a) O OD 2", TYP. @ T 1 11 j TRY 2'-6"x2'-6"x1'-0"� EN W/ (3) #5 E.W. � I r I � (2) #5 VERTI ALS I W/IN FILLED CELL I S3 II S3 I in L_____ ________-4------- ----- --J 16'-8" 18'-8" 25'-0" CV 61 A 11 IN b S3 ;n T-0"x5'-0"x1'4' W/#5@8"O.0 E.W. 0 00 v 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 O zO N O FOUNDATION PLAN -A SCALE: Y4'=V-0" N . b ht GID r-. o Z' > �u o L o 9 u -c C" m x LA- •Vi '0 N L w o � {t w e v Y N E C u > c d t _ N ••' �J V N di rlllfll�� 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. M Q gEp 8. N O N Or 4% GD N ~N ��� a v- Q ih LL M 013 J U_ LL LL a 50 fZ' ? e 2 cp 02 Y, 0 5 IL=W N6a� 0 N Or < a z W El El Z N O o Z ro Z r; — d � N tN z QD v — L o V _ � O w g W J � Y e o w co M w 0 Z J U_ EI � a w° Z® c I— ru <o U� °o ° Z _ O r0 a0 ° a ¢< az N L 8 Z. Q � - M C - IZ Y m� ° Oz > z U? J f a b o Z z g° � LLaz W �LL � =f <� `�O IIIIIIIIII� o V w� za a 3 m M c� L CIO r Mco T m N I-- C LO O -a M co (N04 O M N Lo T L T m M N o Z Z E TCn T- c m a E U 0 a m Q p c JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 5 I _ I I I' 1 1 1 1 1 I I I ! I I I I I ' I I I 1 Iv! 1. 1 11 II II _ TYP. @ LOW ROO tiV TYP. @ CORNERS SIM. @ CONNECTIONS SIUHY SIM. @ CONNECTIONS ENGINEERED W NDFPRESSURES AND SUUCTIONIS FORM ANBROOFOHEIGHT 5T 5 ft D 16 ROOF RSH OND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 �� T//^� 10 _ _ GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -�'�� 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: Q SHINGLE: 7/6" EXP. 1 ( Y,6) or 1Y32" EXP. 1 C�116) r TILE: %z' EXP. 1 (33/1s) NOTE: _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 3r nr 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS 7 EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED u PER NAILING SCHEDULE ` 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ f SIMPSON MTS12 w/ (14) 10d x = 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. i PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS — J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR -- — M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 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 3 112" 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) 5l8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 16D SIN—KE--R-S & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12-10d HCP2 1 590 555 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 1360 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 (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: Y4"=1'-0" N ' N Co 0 o w L c� o C M GU ti c " cL N d o R} -ME r1a 3 °' J G W C" E y � 4) W rc yr. •� v v a) IX c c w' _(v• ' �' W Z .....•.••a*� O ` Z ESS\00 <<r:6tt1l� To the best of the Engineers knowledge, infonnabon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a v Ep Uco to O O N o Y MN O Q cu -r _ w JLLti a c ii L W y6 O o LL Z to °i m )co d n N Z In (14 U v O zO W ❑ ❑ Z N r) o Z � Z iz:7 Q V) N M z _ � V � ���.......��� 0, ^ �L^/ vl w o Lw N U t E J E I U o Q to, 4 o w MZ M 0o y < E J U_ F s wo 0 � >N zo Z® E U W '.0 oa H a 00 0a O � i W z ¢ a z d =3 o m f 0 z =m aw J Q ZZ go W 7•. � Ki az =F �3 z �a -0 00 �o a cfl V z�aT0U 3 O `O i ` 'LO J Om ct" ca 0 W L_ r Co M T O r111- ch U m CV N LO 0 N C) N Lb f L �— ci � z r M v; 04 o Z m Z E T m r m c a E v Q o c JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 6.1 I I I I II I _L t I I I 1 _ 11 ! I' I 1 _ 1. I I — I' _ __ I _ _ I , _ _ I _. 0(2)— TYP. @ HIP CORNERS TYP. U.N.O. r------------------� i I I I I I I I I -rvP G I j U U U G TYP. U U I U.N.O. I I I I I I I L------------------------------------ J M U ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%6) or 1V32" EXP. 1 (3y16) TILE: 1%2" EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2""/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 -- w/ (12) WS3 WOOD DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS "CO TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (•*). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 O .-(A)-- INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. LZ Cv FX CONT LEDGER Lo "L 13 j__ Mi Luj 0 .1. UA 130 U) 4-1 i 04 0CIO CD U0 ) U).LO 2 ROOF FRAMING PLAN -A. SEE SHEET D1 FOR ROOF FRAMING DETAILS CQ Z W O r O r. � a o C <O U N 9C � o N a7 C 4 N m j. I✓ rc =- - c E r rJ _J I` LO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, 0 t GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Sae vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 7-7 o 'o 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ; ® 1,© O O O• O O o 8RF14-1B/1T 8RF14-OB11T 8F16-0B/1 8F44 1 B/1T8F40 1 B/1T 8RF40OB/1T 8F321B/1T ® © ® 8 T • ;� '. FORAM do GROUT SOLID •�• O ��♦ IN�'. U O O O #5 BAR COW. 8F16-18/1T 8F12-1B/1T ® o O O 8F20-06/1 T ® V' LINTEL DETAIL SCALE = N.T.S. I 1 Yrt UCJItaIVHI IVIV #SREBAR ATTOP ALTERNATE POWERS F = FILLED WITH MIN. (1) REQ'D GROUT ESS UNFILLED a 12" STEEL LINTEL R =RECESSED CLEAR QTY. OF #5 , 6° REBAR @ BOTTOM OF LINTEL CAVITY rs G ` M.U. #5 REBAR AT TOP_:Z w 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a Z GROUT < tD f J �, a � c.M.u. NOMINA QUANTITY OF 5 REBAR AT = 0 c~it w WIDTH #5 REBAR AT e BOTTOM OF a (n z u TOP LINTEL CAVITY w w O rn Cn pUr NOMINAL-° OTTOM o Ir d o 1- HEIGHT REINFORCING IX < dCO ' z 7-5/8"ACTUAL PROVIDED IN Z LL p w m 8" NOMINAL WIDTH LINTEL O uJ � ND 115 REBAR AT AS INDICATED OTTON (VARIES) �5 a: a MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 I 1 Yrt UCJItaIVHI IVIV #SREBAR ATTOP ALTERNATE POWERS F = FILLED WITH MIN. (1) REQ'D GROUT ESS UNFILLED a 12" STEEL LINTEL R =RECESSED CLEAR QTY. OF #5 , 6° REBAR @ BOTTOM OF LINTEL CAVITY rs G ` M.U. #5 REBAR AT TOP_:Z w 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a Z GROUT < tD f J �, a � c.M.u. NOMINA QUANTITY OF 5 REBAR AT = 0 c~it w WIDTH #5 REBAR AT e BOTTOM OF a (n z u TOP LINTEL CAVITY w w O rn Cn pUr NOMINAL-° OTTOM o Ir d o 1- HEIGHT REINFORCING IX < dCO ' z 7-5/8"ACTUAL PROVIDED IN Z LL p w m 8" NOMINAL WIDTH LINTEL O uJ � ND 115 REBAR AT AS INDICATED OTTON (VARIES) �5 a: a MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 1 Yrt UCJItaIVHI IVIV #SREBAR ATTOP ALTERNATE POWERS F = FILLED WITH MIN. (1) REQ'D GROUT ESS UNFILLED a 12" STEEL LINTEL R =RECESSED CLEAR QTY. OF #5 , 6° REBAR @ BOTTOM OF LINTEL CAVITY rs G ` M.U. #5 REBAR AT TOP_:Z w 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T a Z GROUT < tD f J �, a � c.M.u. NOMINA QUANTITY OF 5 REBAR AT = 0 c~it w WIDTH #5 REBAR AT e BOTTOM OF a (n z u TOP LINTEL CAVITY w w O rn Cn pUr NOMINAL-° OTTOM o Ir d o 1- HEIGHT REINFORCING IX < dCO ' z 7-5/8"ACTUAL PROVIDED IN Z LL p w m 8" NOMINAL WIDTH LINTEL O uJ � ND 115 REBAR AT AS INDICATED OTTON (VARIES) �5 a: a MATERIALS 16 GAUGE POWERS c precast intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O O 9'-0" LL LINTEL PLAN -A SCALE: %4"=1'-O" ay-y cv Z o i W V Omer- O to v ch N _ M p H t7 N Q W N m cu > E r g] U f; (_ V V N'ref i \\ �OF%SStONr�l� fir' 1\� r!f«lf(fltttl`t1't To the best of the Engineer's knowledge, information and belief, the structural plans and spec ficat om contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. N 0 co Q 8 O w CD to tn04r� # 20 N O 2 # ti N M V S J Q JLLLL 52 W wa Z L D. o _ o W = �Nc° W m w Co 0 Z LO M Z C J N J 0 Z O U cQi U) W ❑ ❑ v 0Mc Z N co zco Q a U J a � cNn N Z � o V Q pA •O W 8 N Ly N U W J <V m 8 Q o w M $ z M S Z O Z 0 Q E n w° _-® co x 0 Z - Z p a 0 O N E w0 wz 0 W W �i ro Q . ro o ZU Z v m aw fn J F 1 Z N $ 5U W wLL a Q mw y� i3 J �F o w, >° cD a za �3 `O = a ` J > l C) Om c� Q) L T (o TT ch Y (9 m LO O R M coN Q M N Lo T Q � T M ` o m r� i i N Z Z E T y r m E c 0- U -1 Q p � JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN 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. I COMPARTMENTS GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMP S 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF 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. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "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-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3/a" 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, 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 1-0 of the building side wall. 4, FBC-R R318.7- To provide for inspection for termite infestation, between wal 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 mefal 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 overpou and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier, must be installed after construction Is complete, Including landscaping and Irrigation. Any soildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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 BEAM ET ARE TO BE YP # S, C E S 2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N Q.D Z CD 0 Q � > �u � � o u _-omx N -C N H C� CaX_ .. tom- r° ` �• � or EEO •w �OFESStON 'i. �,,,,1,011111 f i ll," To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W v E 14 8 Li N .� 00 N N m 0 J) Y/ J a c] 4 2525 7Jk LL Q C LL J 5 W J�iL SLU Z @ rn o 5 fan g O . O cp ' m LLW(0 z�Mza Z N OU 8 W ❑ ❑ zM a- N C) z S z o Q V. N w` 0 w g Ly N ,NI v , = U) U w � - E I Q Y N �f o= M Z rz E C)<R E �o w o > V <� a _ Xo 00 OU oQ Z o N a� wz <g wz � J d U) OY mo of N�aw 3 O4 z0 QU d Wv 3 �g =K az � w =3 C7 IIIIIIIIIIIIII o Q0 `� 0 >° a v z¢T°3 .`, C:) i > Lo J O iv ar m m 0 ^, W L. co T r co �- �'• :3 OCr CO O U m N LO �+ '0 C7 N O CMO rl*- M N Lo r Q M c� r E c M N ° z z T c a U q p JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. S N 0 0 LZ N N S 0 d N N N J9 S Q �m c THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH —� /— WALL SHEATHING II II II L .I xa t I l 17 t II lam *-=-fl{ 16GAx1-1\2„ LONG (3/4„ -1,. CROWN) STAPLES @ 6" O.C. VERT BETWEEN L.I MAX-' ! l I t I.. .. 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:—) VA 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 I J S. HOME H C G GARAGE SIDE 0 0 0 5'-0" ¢ - STUB -OUT FOR 0 o o CD GAS METER - U o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. 11'4" (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 3/4" or 7/8l 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" 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 90 2.0 2 x — lumber Double 2 x — lumber FILL CELL--\ STD. 900 HOOK r- BOND BEAM SIMPSON MGT w/(22)10d w � NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 CONT. � > HOOK ��� BAR 12X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE I PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D ✓ � SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW Y' i% TJI TO BLOCKING/TJI NOTE: •-%:. UPLIFT VALUE IS BASED ON WALL OR INTERIOR BRG. WALL ' S.P.F. TJI PER PLAN � OTHERWISE SOLID BLOCKING TO MATCH " ' Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECOND H10A SECTION @INT. BRG. WALL = (WHEN DOUBLE JOIST CONSTRUCTION - SIMPSON x 1 1 REQUIRED) (Not required if both loaded equally from above) N.T.S. w ` w/ (18)10d x 1 1/2 ,. NAILS Filler blocking 1/8" min. }Small gap 2"min. UPLIFT = 1015# �✓ 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule__ TYPICAL SIMPSON LUS/HUS/HUC Joist-Bearin Location TYPICAL SIMPSON H10A - - -- �_ S-- 9 1/2�_ 2n8d — - - Intermediate h2-8d INSTALLATION INSTALLATION BCI 5000serie ® 11-7/8 2-8d _ 3-8d ®'— „ 5 8d -8d Clinch nails gCi 6000s 14 2 / '� I � 9-1 /2" 2 8d _^ 2-8d when 11-7/8" 2 8d 3-8d possible \ BCI 6500s® 14" 2-8d 5-8d 4" MIN. EMBEDMENT 1) Support back of web during nailing to prevent damage to 16" 2-8d 6 8d o SEE SCHEDULE FOR -7 3 8d o SIZE AND QUANTITY web -flange connection, _ BCI 60s® 2-8d 11 7/8" 2-8d � �' l � _� 5-sd ° OF FASTENERS 2 Block solid between joists for full length of span. g _ 16" 2-8d 6-8d o 1 9 P Tight fit - 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" _ 3-16d' 3-16d _ o 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d_: 5-16d ° 4) Place joists together and nail from each side with 2 rows of 10d nails - - / ° required when indicated or 4" max. 16" 16-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite ---- --- �- - OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides b 6"- Hangers with side nailing. y. -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. hi her than 15001b 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. 1 T nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---% DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls " Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* - - Joist When joists meet over wall, provide 1-1 3/4" minimum bearing for each. I -Joist can be offset 1. Use 1 Odx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration.— 6„ A %" ROUND HOLE MAY „ 6„ DO NOT CUT HOLES 6 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 %" Any 16" joist Span (8) 8 1'-0" 1 T-i" i' 2" i' 2" 1 V-W V-3 1'-T' 1'-11" 1 7-4" 2-9 37' 3T° 12 1-0,. T-T' 1' 2. 1 2" T-3" T-9" 2-4" 2-11 " 3-T' 4'-Z' 4-9.. 6-4- 16 T-0" T-11" 1' 2" 1 2,. 1 T T. 2-6- 3-Z' 3-10" 4-9" 5'-T' 6-4" T 2" 20 T-a' T-1" 1' 2" 1 2' 2'-0" 3-a' 4'-0" 4-10" 6-11" 6-11" 24 T-0" T-11" T-2' T-3" 2-5 3' T' 4'-9 6-10" T 2 8'-4" 9-6" "M- ' 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. 1Jz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avold vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-1 Od nails. Mall tight to top flange. SLEEVE THRU STEM y SEE PLAN FOR •• • . • I'r FOUNDATION INFO e �= STEM FOUNDATION `- Filler block. Nail with \> 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. F- 1/4"-2" gap f ./ 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 ✓✓ = 0.6XJoist �e ° T depth X_ J I -JOISTS BUCKETS N.T.S. GRADE 0 r- REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 a a 4, a II ;,IIII�I � PLUMBING LINE PVC OR SCH40 SLEEVE a '-�--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4-4- PVC OR SCH40 SLEEVE @ PIPE PENETRATION CENTERED PLUMBING LINE q ° 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 a ° °a e r 4, IIlI7=I a SEE FND. PLN. SIZE & REINF. M N 0 N D a .o > W O .0 N — O m x VNf 'Tl p t Q .✓ N W o C U r Q ` ep f° E c a D fe"fJ4�� I �t`X0XIt 0 W �•C) • ••., _ r? �O ✓ >�� O 4� F L 0 E S I O't� S To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E V 0 N O m m N AM 0 t- r- ° # �7 M v ,L C J \ � LL W JLLLL w o_ Z t Q d c W '(p N O O ?> Z LLN 00 LO N Z Q 1- O U U) Z W ❑ ❑ Z N Z 10 N Z n � Q � J a tV N z U o Cz � 4 -1 f0 LL, W a ° U O to w in U c >� N 0 see o �w Z M i o, Z LL_ E E � �� w� <� Z® oa h-- .6 x U� as o O, z O n5 z wz N ..�. i wp a o m g M W C _ C OY y. O Oz Z� z W J 2 60� a �w 0 ai �' `n-) w $� g z W 'off r3 g _ �< f ;o o� �Y z OU 3 NO � 'L O rn m m 0 L. CO T t0 T 6 — co O CL m N � O a V 0 Lo T Q CD T M T CM N o z z E T y r- c a U _J ¢ p _J JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. SN 1 1 I I W I ccrI a M 0 cn .�Q Q 0 0 J C:) N V) 0 0 Q v n. E 0 r3 J 0 0 U a. U J N c� 0 r J3 0 0 a co S Q m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `I T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)411"WWF OR FIBERMESH °' MOISTURE BARRIER ° F:�) SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . v A DWIR I I I I�f D7158-CLASS G or H, or ASTMI I L I II D3161-CLASS F, IN ' I —I I �=„III III -I ° ►' ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =1 ICI I 1111 I II CODE 7TH EDITION (2020) -1 8 i i I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA .2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ Hr 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER 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 CV °p Z ap M _ h W 6 MIL VAPOR_ BARRIER ; p r 4 u • • I— COMP. SOIL. ° r (COMPACTED TO 95% jIT MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE 4„ 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB--\ 5/8"OR 1/2" HIGH STRENGTH '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE ")C" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR „ GYP. TYPE „ X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL I A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS ELEV.-0'-31/2" z 31/2" MIN, 31/2" MIN. I 2x4 CONT. A.F.F. 1/2"(min.)- 4" CO _ GARAGE DEPTH VARIES 31/2"(m n. - 4" - ° • (2) #5 CONT. 41- 114" 8r GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL @ STEP aB SHEARWALL tl C SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" cap'' o CUR 05� ecs' M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° o ° I1/2"(min.)-4„ 00 C3112"(min)1174!_ �1 =-r� (2) #5 CONT, 4, �TT{ }Tr-`"' mg_ U.N.O. MIN TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" III S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ o,��N01 o71 'j , LOAD BEARING OR INSULATION PER FBC AND ENERGY \� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR �., LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W! 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL PLATE W S 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR �,P r 2x P.T. PLATE ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ! _ n , t, z #3 & #4 LAP SPLICE GRADE 40 MIN, F74OkSsli]GRADE z D ih ,. FINISH GRADE 00 M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. F MONO OR STEMWALL - - -0 FOOTING MONO SHOWN jj FOR CLARITY _ °O 6 MIL VAPOR BARRIER °e. ° - - I—_ O° Z #5 REINFORCING BAR R 1 7/ " 8 —� - z ° III— —III-- N I r #5 LAP SPLICE NOTE: -' 7. e - *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM )IJ1r-r�i r r 177 4„ V-4„ NN 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 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE -_ Q • I I 'III III III-1 . _ (1) #5 REBAR w/ OPT. 11=11 I- I I I 1 I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 14" O.H.D. RECESS z M � . r C . er 4„ J. T .a I SEE A/S3 OR J/S6 `-] I I I , I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh a INTERIOR a.. � a.-31 /2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB aA E _ N 11— — M 6 MIL VAPOR BARRIER 4l 14 I INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" # LAPLICE NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w D U 0. m °. a p ILLI ILLI 3 o REBAR DETAILS F SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURALT BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 116" S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE c > J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o Uj CONNECTION INFO. -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PRCH SILL _ AT 8" O.C. GARAGE ATTACHM NTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS d _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 T o W SIZE AND REINFORCEMENT) WWF OR FIBERMESH C,.,Uj t BRICK PAVERS SLAB PER 0'-0" FIN. FLR./iikk �COMMUNITY SPECS �i ;% �i %�r`%`` . . •TION TAPERED COLUMN FRAMING �C�D12 - 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH , E D' GI I ICI 1 I. —I I �M O T r (2) #5 CONT. - 1 I 1 L, I 1 ON 3" CHAIRS 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 J I` " - `- 'T"' 8" FOR REINF, INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /�' SLAB STEP & RECESS an S.G.D. / M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD -9, !• CONT. FOOTING STEEL MAT REINFORCING. Q ' Cl) co 9 GRAD w z _ • w I— b- Uj Z u- _ `'' Q FOOTING v - BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 sus N o� ' N GO •ems 0 Q > w o . v, CJ \�\`�11►lliiti!Ftl� �f! \\• yf✓ Q r•NS• of •.••• ,f F L ••, ysrr`oRO��SStO l�I�l`f ri'i I1 i 1t11�t1,\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E F O M a O N O„N W N N m 0 M V # J LLLL d w o 13 Q C J LL, Z m @ � �. o IN 0 5 0 W ` Ini 05 °' s w Z `� N Z d N OU Z z o z o Q J - N M CN z o LL T 0 w N ram., • 0 U y � Q 0 Sm o 2 o a g U_ ce E d Q 2� g �0 z }� ¢ ry Z® O a Ico C:)az XO 2 0 0O Q z gZ ¢o i . ,p � 0y Nm m0 o O¢ Z a aW 3 Q T � oa <� go �w W U Na FG ..� � O J w Vco 5a� 003 T� �/•� Li / J 0 m c� L `v T Co T Q Co C:) 0,. m 0LO N ...� O R r CM M N C:) M N Lo �•• Q t-- m N 3 r z Z m0 Er a a 78 0 ¢ o JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. S3 (MONO) Uj co V) z :Q F1 ]�i 12 311 -8 >11 E 9 E 3 0 W Ir- 12 -to W 8, -2 LZ C) lq�> 0 CL 12 ��TYP) SEE ELEV. SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD (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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8,, 8" 7 5/8" 8.1 v SOLID AREAS ARE DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK STEEL AND GROUT EVENLY WALL IS 1 1/2"MAXIMUM WALL PLATE HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR El FACE OF BLOCK WALL IS 2 1/4" F1 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE �4111 TO BLOCKING ---(2) 2x HEADER It9k PER PLAN I 2xBOTTOM PLATE W/(1) 10d @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION "---.-"--PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) D 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 "SE S OUBL Top P, 2x S P.1 2x CLOSURE WALL W/ " O.C. W/ STUDS @ 16 (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER - 77 - F--. STU D W/ (3) 1 Od NAI L�S� CRICKET AS REQUIRED SINGLE 2x CONT. BASE \ PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD \-BLOCKING (TYP.) \—ROOF 2x P.T. PLATE TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER - 1 #5 VERT. IN CONC. FILLED CELL W/ STD. HOOK IN K.O. BLOCK 90A KNEE WALL ABOVE MASONRY WALL DETAIL rF 7 5/81, 8" F__1 FF DOOR OPENING DOOR OPENING TO DRAIN LIM EXTERIOR I0 WALL WALL CLEAN -OUT rA SCALE: N.T.S. 1STCOURSE 2ND COURSE v 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. rD TYPICAL SECTION THRU WINDOW B MASONRYLAYOUT SCALE: N.T.S. KNOCK OUT — BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED #5 FOR CONCRETE PLACEMENT 7 1-4 11 4 I � 4 _1 -8. STD. 90"HOO 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 E-T LH 41L_ NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL < CC LU > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END H OWN MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) T A, L FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL 0 RED SEAT FOR BLOCK IS POURED U 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR ...... TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE . . GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. IBOTTOM OF MOUNTING B) POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE bOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71 58" 4 34" 101, 63/4 3 1/2"- 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET rop 1ARAGE )OOR 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. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EAEND EAEND EAEND EAEND SIMPSON 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) 1A (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"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE ""-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT, PLATE WITHOUT UPLIFT rQ . .... WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA1S1 AND BB/Sl FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. I 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 WATE RESISTIVE BARRIER�� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FB'LOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING � LU 0 O/C FIELD . z< CL - 11 - 2x TOP PLATE-/ \\!2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" B NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 11 MAIN SPAN 2x P.T. PLATE rp EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR I REINF. INFO. PLATE TO CONCRETE IT 8"X8'X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL ---- --i I W/ STD. 900 HOOK IN K.O. BLOCK _mm_ — V__ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 �.�LICE r �AILS TOTAL) EA. SIDE OF 4 SPLI CESTAGGERED IV 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: --TOM SPLIC BO PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. � �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I U P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON Spi SIMPSON SIMI,SO�N SP4 RECESS LINTEL SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/"�j SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 33 (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. & NUT OXIED A.T.R. �&NUT DXIED A.T.R. t & NUT 2X8 P.T. BOTTOM P�TE I I \ \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE I I I 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/87 10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS@ 4 A 1 Od NAILS @ 6' O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 BEYOND. - - - - - - -PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES SHEATHING & 8" O/C FIELD SIMPSON SP4w/(6) 10d x 1 12" (USE SP6 FOR 2X16 WALL, USE —PLYWOOD SPI FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW a- 5/87 10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. C= C%4 to v_ %_. ; -Ij Zz 2 :�� 4J _: CIA �_r. CL wx� X pm-owly -'***'*.V- -.. .-`�ASE CN 113 <) - 0� FLO F S r: 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 Engineers signature an d sea), W E 5 Lo 0 Cq CS sm ±-_ - -. % v to C:nl ILO rZ 1? S 1111111 4 04 0 L t- U'j 0 13 Cu U_ _j Lu z i g.2 W 0 :) ca N 0 LL 3W 05 on 00 0 In z 0 < * 0 60 0 z 0 U) W 0 El (D n t� - < via V) C� 0 0_*lul ]k N Ul 2 .5 U) M 11 U us 'o I 0 0% Z z c6 E CL 0 E -0 1 1 Z u M C1 20 U 0 z C:� E E� < ' �! z 0 < x 2 z C14 t 0 .2 =3 z z 10 2. C) < 0 M I z < 0 Z. LU 0 < 3� C:0 CID �r 10 5, 00it 20 1: T LO _j 0 ITM Q co T_ C) < Cr co C) U) .2 4.j L0 4-J 0 72 rl%- .0 co 0 C%4 0 Cq 0) -0 0 C%4 Lb Cb E M .2 0 z z E 'r— E 0 2 0 0 < JOB NO 22-12360 SCALE AS NOTED SHEET NO. S4 s 3 -o W I to i to v N R t` 0 0 N i v Crc 0 3 0 d E d 0 x L C c 9 CD LZ v U U w -o a c 0 0 a� L� 0 0 12 C) 0 co N 6 ILI v N SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4 x2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 911 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45°t / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" OIC. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING F1/2"CDX 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHEDW/10d 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" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGGEE S AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 97 DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END x�i� EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN ; �� TOE NAILS @ EA. END GABLE IS 4'-1" OR �� i�� 2x FRAME WALL (SEE WALL SHORTER) i i�S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR �:2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 T ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. i WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 W/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP C Cl) SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION 00 � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " 2 1 () 6d NAILS • WOOD TRUSSES `° 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12" FASTENED AT AT 24" O.C. ON TOP OF AT v EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (@ TOE ATTACHED W/ 2 -16d `j �(' EA NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE . (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1 O/S5 1-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" -�///����SEE PLAN CONNECT ONR TITEN TO CMU 2x4 "T" ON TOP OF PANEL I I T I 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/' EXT. WALL CONN. @ 10dx3" @ 4" 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ r D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 15� 71NIMUM 2x ,ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT V VI.III.V VVV �.,1 I VIYI �.,,,� UI ./1V 11.1J 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. �/VIY 1 . L.1 L/'�fl11Yl] GABLE END BRACING DETAIL 12" ISH SCHEDULE ITTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T,S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \-- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP-, M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" 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.0 � TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE 1/1 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \_BRACING W/(3) 10d x 3" AT i EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L ` ONT. BEARING DBL. TOP PLATE STUDS 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o O a CORNERJACK Y U W z O U L:: HIP FRAMING REFERENCE PLAN 4II�I,I� m ON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ,to Z o Q _51 o� d� > w in N =, '.4y cv N O N d¢== > E� _ N U Y <C � 3 ��. N a sa G E Ir, Q n- U w� 110, IV CZo� OFN .F.,.1 5 �� r r"�'lr�OxFSS10�� `� ,rr�rllttlt!ii!"���, 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 - Residenlial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 a 8 V Q Y cNN n � N Co N 0 rp1,92r� M Q ej V J u W 0 JLLLL Lu 0. — —�� c- r °� U) m Z LLW to co K Z N OU U W ❑ ❑ $ Z O Q Q — (nv) z 0. U E +--J O w g Ln c M C� v 6 — J E W g I v g W Q 0 �0 N sm o W cy M o� z a J W a 0 o E: zo �� zo z" x a 0 o �U °a za� O N i a a aSo z �z w� d a oxO� U mo z z�� J ib ¢ a Q W �z N a CL s 8� LL `O N F W wp �h o $ v zl5 3 �C) > L _J m W L CID t T 07 0 co 0 a. U) m N LO ate-+ �. O -P r__ iv N r Q (0 r T N a z Zv c E T E N T y ?: a U � v 'acc c JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. S5 11 1 11 1 Hill I I I I - - -if , I , I- I I I I I v, 3 H3 C_ I-- T3 V) .Q C:I -9 �2 04 Cr V) 0 C) E E 0 17 E2 0 C14 15 (3- ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS - 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALLoo-1 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU* I AREAS. FLOOR SYSTEM LAN \,PER P < 1/2" HIGH STRENGTH OR 5/8' GYP WEI (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WEI INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BO TTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE PRE ENGINEERED WOO HURRICANE ANCHOR @ SHINGLE ROOF, SHIN ACCORDANCE W/ AST H, or ASTM D3161 -CLA ACCORDANCE w/ TAB FLORIDA BUILDING C (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTE ALUMINUM DRIP E ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT S ATTACHED WALL SHEATHIN (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER LU PLYWOOD SHEATHING _j Cn NAILED PER NAILING SCHE FOR MORE INFO 20 LIj -I- : 5 7/8" CEMENTITIOUS FINISH APPLY 3 LAYERS W/ TOTAL METAL LATH. FIRST 2 LAYER LAYER 1/8" THICK. LU :D UJ U_ =: INSULATION PER CHART ON FLOOR PLAN �R qAS 6 If ETAL SEAT PAPER FOR OR FELT MOISTURE (E T) R F BARRIER A STD. 90 HOOK (SEE DETAIL) R905.1.1 D TRUSS @ 24" O.C. MAX. EACH TRUSS GLES TO BE IN M D7158-CLASS G or SS F, IN LE R905.2.6.1, ODE 7TH EDITION NERS DGE HEET SS G TO DULE SEE DETAIL C/S6 PER ASTM C. 926 THICKNESS 7/8" OVER S 3/8" THICK EACH. 3RD 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU 0 4"x4" INSPECTION PORT AT zi a- EACH FILL CELL TYPICAL LU (n 1x WD FURRING @ 24" O.C. CL AT GARAGE CONTRACTOR BASEBOARD LO C14 TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE' EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE -4 '4 4 /FINISH GRADE C14 'A ;= - — I - I I �1� '. \ . . A4 F­qi�L— s. . F. 1 A, 6x6 W1,4XW1.. 4' WWF OR FIBE M 4 fV­ :LL \-STD. 90*H OOK 'HAIR (SEE DETAIL) (3) # 5 REBAR ON 3 C 4" 11-81, W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"= 1 1-01, S6 00 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D JOIST AT EA. STUD 2nd FLOOR WALL------ e / BAND *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL- SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARDIBAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SIC ALE: N.T.S. 1\ �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING -� ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN - FLOOR TRUSS 00 - I I r ING SEEFRAM --WEEP SCREED 99 PLAN INSTALLED PER MANUF, \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS E N D WALL W/ (2)1 Odx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT 11 11 11 END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 21D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- - - 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED -1 6d 2X4 RIBBONS, EACH W/ 4 NAILS INTO EA. FLOOR TRUSS LU W WEEP SCREED (n INSTALLED PER. MANUF. 0 W SIMPSON HETA20 w/ (8) 10dxl 1/2" 1 NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" `l`i,,�S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" "6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.0 TYPICAL TENSION 2600#.) 2X P.T. PLAT .4 x W1.4 WWF OR FIBERMESH E r6x6W1 7* 7 7 7 — — — z - A" A �-A 'd A 'A _11 I [Urrpm-litm.11 71::'�'JM#5 CONT. ON 3" 11. 8, CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION K"�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION 15/32"OSB EXPOSURE1 SHEATHING x PROVIDE - I BLOCKING AS D REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- 11 11 —ji IL FLOOR SYSTI M (2)- 2x TOP PLATE BEYOND =-15/32"OSB T_ T _T EXPOSUREI SHEATHING Lu Lu -S( )LID 2x C I BLOCKING @ ALL Zi nc SHEATHING 0 In EDGES(SEE OPENING I I C --- �k _j I SECTION X-X) Lu Fx t a: 0 a: u 11F IIrx E 2x STUDS LLUU 11 Ffl ir-1 11 1 1 11 1 1�),__BEYOND. X (0 SEE PLAN 0 =i 0 11 Lil Ll 111 11 11 11 U) 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 V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Yg". cn NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL u- �- @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4"O.C. w/ 8d COMMON NAIL. 0 F- @ NAIL INTERIOR AT i D.C. wl 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL a -:D1 uj LU U. 1- 0 X I @ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _j , ).- < r 0 a wl 8d COMMON NAILS @ 4 " O.C. (2) ROWS @ TOP & BOTT. x P 0 0 U) 0 If a' LL C:r' to , @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 0 LL I.- Z U) uj 2 LU, 0 MEMBER IF GABLE END = I, 0 NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X 2 1/2 \-2;4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL \-&JHORIZONTAL PLATE BEYOND SURFACE MORE THAN 118". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" - NAIL SPACING 3/4' 1/2" S S S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3' O.C. STAGGERED FOR SHEATHING IERMAL BLOCKNG SECTION X-X 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) "16 ?/0' C� WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS O/C FOR STAGGERED @ 12 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 4A \-0 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-_ CONNECTIONS LOAD BEARING/EXTERIOR FRAME L HEADER DETAIL WAL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302. 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 W1 6x6 W1.4XW1.4 WWF OR FIBERMESH _21 A 4' 4 A A IU 4 A M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EAEND EAEND EAEND EA END V-4- (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" OIC 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 0? 9 (3) # 5 REBAR ON 3" CHAIR 4" 11-81. W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" r ADDITIONAL INFORMATION. S6 = = C17 to 1_.' C4 >< = L Cc In CIA -cr C" "j, �x' E C= -'-H 7�_ _M E AIE < ON c;i Uj ';� F L 0 F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 E C, CM C) r- (o Go (0 0 0 0:1 1.0- rZ 0 C14 1 d co 41 it- u, U., Z M C 02 G 0 W :3 M r- 0 2 Y' 00 co W co 0 z In CO Z < r LL a N < 0 b z (D ;�'_ N"qft Ul) 0 Q) - 4--J 0- 0 9 V) 4i LLJ E 8 U = ��11 <C 0 co z < U_ 0 E z 90 a � CIO �0 W 00 0 z CD E cli t 18 Xz '5 C r C z < 0. .. .9 '102, I 0 0 - 'z z - 0 Cn < 1z �O 3: z < CD 0 (D to 0 > L0 C Nt ca L_ (0 Ir- M :3 C:) 3: (7 CU 0 0 4_j L0 4_j 0 .0 04 0 0 (0 0) .0 M 04 U-) Ez T Cn 4 N 0 W z (n E M E 0 _j < a JOB NO 22-12360 SCALE AS NOTED. SHEET NO. S (MONO) L 1 SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD / -- GLUED AND NAILED 2x� I DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ Llx4 / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" MALL A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT ZAA %RS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS \ (114)4)10dx 1 1/2" / \ NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'4" ALIGN THIS STUD WITH FACE OF 2nd RISER / 6's \ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGEZ44STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND J" GAP TOP AND �\ BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP / -2x8 SYP DRYWALL STOP MUST ` NOT TOUCH STRINGERS Ll 1 +-2x4 BLOCKING FOR 2x12 I —2x4 PT UNDER 2x12 C I ROVIDE MOISTURE ' \ PROTECTION / LZAAH ALL COMPONENTS / IR TO CONC. W/ -1" XCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ G. 1 — SECTION VIEW "C" / \ \ SCALE: 1" = 1'-0" TOP OF ( 1 STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 1 STRINGERS G _ 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU NAILS)d x 1 1/2" 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 ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �7 J SCALE: 1" = 1'-0" / 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/1LUED AND NAILED TO STRINGER .KOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'-0" /E%SECTION VIEW SCALE: " = 1'-0" T F 2x4 STC 2x4 NOTE: 2x8 \ DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT' GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACT /V I 7 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW L POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H J/ 2X STRINAR 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2 "MAILS \D OR 2X BLOCKING AD / RISL2 VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" N 0 N tID ; 4r— z Q a � w O a• ti o tJ C C^! �- c n X N cc cu .- yJ i y � Qa m Q y N y Y w d E c c, o st Q E o c (fullivzz, , . VTV ro ,� • `� FLU r •�''•......••'•• 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. M W g d E C) 8 V p 0 00 N S �0 8 fIi U)-,-° M v u_ a rg mu W JLLv a- a Z -� m c W W co N C O U) 0, co u In ce) N O U �d W co Ell] V M z N M z � zoo c J If) N N - M z f13 U LL, g � 0 ,, g N c N „U =p C oo O J� 0! M coq ¢ Z U_ a E o � 51 �o Z® Da z !a — O j i �o o u z N N �g QO �� ` ,r M N � N V Qq mo ° °z Z' z v � J m sae 2< �m �' (� Q. 0 A Z o � ° a wz W � U o o� r J � o w� CD co, a o§ > Lo ci t7f c� C9 1� Q O CO O �.— m Ln Co N Lo T Q ( T E 2 M N o Z ca Z 3 E T N T-' c a U _j Q O JOB NO: 22-12360 SCALE: AS NOTED SHEET NO. ST 17, W r") > C> CD C) 1�0 1 E 9 E 0 a) L ZZ (2 0 Z 2 E5 0 =0 0 _2 CN C) C141 15 CL Cq C.0 �2 a Cn DOOR JAMB (RE 1x4 1/2" DRYWALL FER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO 1x4 F 1/2" DRYWALL P.T. F TO PRODUCT PRODUCT TO PRODUCT APPROVAL FOR CON 4 )N N. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 7\\- E 1 X 4 '3/16"0 3-1/4" LONG X x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS E FURRING X (2) ROWS 3/16" x 3-1/2" FURRING L11x8 TAPCON. INTO STAGGERED @ 16" �11 TAPCON @ 1611 02 8,4" 2X8 BLOCK@ SPACING 111 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N 1/2"DI 1x4 1/2" DRYWALL 1x' DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. N_* 2x8 P.T. w/ (2) ROWS 3/16" �1 6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 F] TAPCON @ 16- O.C. & L D IST. END wl MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. W/ ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O-C- 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 SCRIBE (NOTCH) CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S tA7 INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING O.C. AT BUCK 8d NAILS @ 8' PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX )T SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2-41 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO��) /4" MAX 2'-0" e - SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W1 (4) 1 Old NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK B-B SCALE: N.T.S. 11-1 �S )t.S B�U*ON 0 1 L T R ATION - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EQUAL MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS 1 #5 REB, (TYP,) STD. 90' HOOK L :t5 NOTCH WEB AT FIRST 2 COURSI DAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY EE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. I ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SIMPSON (5) 12d NAILS H2.5A W/ (10) 2X6 TO 2X4 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 0'r 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH S-0 PL 12 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH . IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY _':�CALE: 3/4"= V-0" S-,) GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 8) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE"S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W i W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-01' OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. C COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL +7 P. IF-- 't� REINFORCING AS FOLLOWS: SEALANT 4�. . N111 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ 0 MR. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I A a SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ... SPLICE A REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C'4 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL It (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 R1 60 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 10 .1 '1 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A* ## ** 1__� #5 REBAR (TYP,) kR *#* # 010 *4% 4 90- HOOK (TYP.) YP.) 41# NOTCFMV @FIRST COURSE + THE :S #10 FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW 2x SUB FASCIA ALUM DRIP EDGE I ALUM FASCIA BRG WALL TYPE PER PLAN 1-3/4" TRIM PAINTED SS NAI O.C. F CHANNEL, L w/ 5/16" HEAD v DIA. @ 24 FASTENED PER I NOTE 2 BELOW-L-Y--L L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"XI/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �IITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* T_ TOTT: + 4 + + 7/y + + + + + + + + + _7 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO SUPPORT SOFFIT + ENTE SOFFIT PRECAST LINTEL �:7 SEE ELEVATION FOR OVER HANG (MAX. 4--101") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" QPF: 4ZWP:F:T r)) Alkin SIMPSON HTT4 W/(18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3- >_ x z 0 U) < M LL U-1 U_ < 2"x BOT. PLATE W/ (2) 10d @ 6., O.C. 3/4" PLYWOOD DECKING GLUED N @ AND NAILED W/ 8d COMMO 6" O.C. EDGES AND 12" O.C. FIELD] ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W1 8d @ 4" O.C., 2 ROWS STAGGERED ---2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES V SOLIDW/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS, LOVERHANG� RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2' I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-10" 51-011 SH . . . . . .&. .. \__1W A , . . . . . -1 � I . . . . . . . . 1111 % A #5 BAR It CENTERED W/ L L IN TOP 9 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT TANDARD q(T 00 E? H K #5 BAR IN FILLED CEL I L V I I .'VL, e �\� STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"X5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SAW CUT SECTION SCALE: N.T.S'. z: > !—n cc in E Q 'W E 0 1. VI& = _j < O� . Ut qr: 2! = a FLO ......... 0), e SSIC"4 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 Enginee es signature and seal. I W 1t E C11 60) (A 0 �02 ; , U) CIO CN C> 4 u_ u- Q. 0 LLJ 3 a 0: 0 W W M W 0 Lo co Z < CN 0 < 0 bo U z 0 U) W CO C, < o- CD Cz 0 Cn 0 Ln Ln U) 6 E MW 8 AS U as S 0 z <Z C6 z �9 <� C) E U .- Z, co CL �o � o 0� 01 CD E cli ru , z M Z z Cn 10 0 z z z Q) _j Cn 8 1z no z W 0 H 1, A 3: CD z o 1 z 0§1 2 C) Lo 0 6 M Co C) < U) ?5 LO W �0 U L_ r___ C10 co .0 0 CJ Lo < (0 E C Ir- CY) C%j 0 z M z E 42) r_ (L E -�-; 'a 0 0 'a < 0 _j JOB NO 22-12360 SCALE AS NOTED SHEET NO. SS 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 IT[ IT[ 14 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A i `---Z-WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" I I V-4„ EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'4" WHEN DEPTH EXCEEDS 30" GRADE CV PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX 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 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ------------.--� - a 4" ' z w U) • ¢= PORCH SLAB SEE a N FOUNDATION PLAN w (2) #5's CONT. T&B U) 2 z Uj W/ #3 STIRRUPS AT C14 z 4'-0" WHEN DEPTH T EXCEEDS 30" LOWER OR Ilk GARAGE SLAB 1,-4„ I SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 3 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD WOOD POST. SEE FLR TYP, PLAN FOR SIZE & BASE CONNECTION SEE TRUSS PLAN A EXTEND SLAB 1 1/2" - (2) #5's CONT. T&B w/ 4„ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE 7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" 4 RADE ES HIP • - C (2) 12D NAILS —V AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. V-4" ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 MASONRY KNEE WALL MAX 3 I = 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 I 1 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 MAX 3 SOLID. SEE ELEV. I 1 ------- 1 I 11 I 1 I 1 I 1 I 1 I I COURSE FOR BASE SIZE (3) #5's EA. WAY j j 1 1 , V4 --X- - X--- - - -*- - --�- -= 81, SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN 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 CUT (2) #5's CONT. T&B w/ • iv z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSONLSTA18 w/ (12) 10d NAILS 7 - SEE PLAN L. CENTERED AT I I SIMPSON HUC410 w/ 14) I ( I FOR CANT. SPLIT TO TIE I I 16d INTO HEADER & 6 () I I BEAMS TOGETHER I I 10d INTO BEAM - SEE I I ROOF PLAN FOR MORE I I I I I I INFO - I SEE FLOOR PLAN FOR I I I I i I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE l_ — — — — — — J I L I L INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — —I — — — — — — — — — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO OPTION C SCDHEDULE/PLANM EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. ti 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ I (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2 NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. BELOW @ 16" O.C. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION - A F__� A SEE PLAN FOR TOP OF REAM I I -a---. I I SEE PLAN FOR CANT. IF INDICATED CORNER L' SEE FOUNDATION SECTION aC� FLOOR CONNECTION r22**�� SCALE: N.T.S. 5 PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. jim SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Ak VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 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 wi (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 —1 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" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR - -�� CONNECTIONS V INFO. / j, --- - - - - ` / RUSS/ - - - - OP WALL EE PLAN Y2" CDX PLYWOOD OR %6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES------�, 2x4 #2 SPF STUDS @ -'-�— 12" O.C. W/ USP SPT22 -- @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2 J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS a �C �°-tea a X X SEE PLAN FOR OPT. - STAIR INFO. IF ° CONCRETE STAIRS Q FORMED & POURED ° MAIN HOUSE ° W/ (1) #5 EACH STEP SLAB G 4, ° a (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a . ; 4'-0" WHEN DEPTH - ° a a EXCEEDS 30„ GARAGE OR `" z LOWER SLAB SEE PLAN V-4„ SECTION GARAGE MONO 21 SCALE: N.T.S. ens N 0 u, a 4� r4 C^ "dot= w � o e o ,. 02 F LOi�Q f�O r F E 5 5\ 0 rttitl�ii� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'TE 0 a 8 0 0 ,'00 _ Y/ co aS i! LL Q C LL -J 2 W 5 a c� _j a Z —vim i4 L@ S0 5 'M N tD 0 W U) cn m w NZCJ LL Z N OU Zrn W ❑ ❑ V M � Z N O o z z o Q � 0- N M -E� Lnn zC1 W N _ w C � U 0-� w � NLn in (� (z r— U w Q -0 � & Sm o M i W Z M ii E 0 ca Z V <_ °0 ♦— r0 go 2 < O �0 ° N t ao a Z rw C U . O Z z v J 9 m w R E ,n Z d oa Z g° a N W o z 3 a _ _0 0 �o tJ wa °zl a �_ ' : C 0 O i 0 > L() J C) or m O L T fU T Cr a U)m s N � L O � ~ M 04 MN Lo T Q CEO E E M N C r o z cc Z y T E T c @ a E o ci 0 _j a o c JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS FLOOR SYSTEM t SEE PLAN -------------------------------------------- .. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d .' .' EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •° SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS II TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS T P 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16 O.C. U.N.O. (10 D SIMPSON SP1 w/ 10d NAILS O ) 2 2x HEADER - G SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. E BASE PLATE C B B H C " (x 1 1/2 PRE-ENGINEERED O SIMPSON SP4 w/ 6) 10d ( USE FLOOR SYSTEM SP6 FOR 2x6 WALL USE SP8 FOR 2x8 JKNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS LU 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 I TYP F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6 SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING �l CENTERED NAILED TO STUD PACK j' ' ? FLOOR DECK W/ 10d NAILS @ 8"o.c. ?�• - FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O r 1. APPLY SUB ° FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE AA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1l8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING i%� / (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL r2 SCALE: N.T.S. ��j SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w! SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"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 OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" ;. TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 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 )R 2 PLY GIRDER 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 GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. 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 TT: BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE • 2 WS10d@ • �rF482��To PROVIDE 2x4 ON-- J TOP OF 2x8 TO BLOCK OUT TOP Ile 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 (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 @ 8"o.C. FLOOR DECK 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 FLOORII 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 �! (2) 2 x #2 / SYP U.N.O. j 2 x CONT. T & B - - (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 I r- BOX HEADER (2) 2x TOP PLATE (2) SIMPSON LSTJ2 w/ (10) 10d —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 I� 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 CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'4" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END -- - - (2) 2x SILL PLATE SDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 e•13 CV a CD .~�. f W ? WI O t c 1 N y Y. a �C �v E A� F�.o 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f) W E 0 M Q U 0 p N O ik � M C-:: Q C J LL W CU a Ju-� — d ` 4 z m c � m _i09 o t , NZ a J us3Win�pjO' m w N O U U O Z W ❑ ❑ z N C7 a z a� Q E31 n � z +-J to w U O w o U w - t U o N O • w M �Q og z � J O G o Ef Co .✓ o f Z o a Co �:3 p K � o , K Z o ro W w= (V d it o � ao ¢ m0 R!4 ___ oo' ~O !Y z Z U) C � ,0 Nm <w z oa go 0 yl W wF W T >' w� < ? 01. Z 3 o < 0 �o II� CO �a a IM =w ° .o c O _ ` > L.n J a, ca 2 ca 0 aL, — T M T 00. :3 O i r Y O ii� m tV ... O S. S. 1 CIDN O M N Lo T Q 1q,to r M Z m :3 T— Z E a 0 _j Q o JOB NO : 22-12360 SCALE : AS NOTED SHEET NO. D2 0 -2 _Q� CE CL C:) C-� 9 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW F RAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE V/. WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOISTAND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING o DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOV UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER (D SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER A THRESHOLD OF DOOR AND RETURN t UP JAMB 6". USE LIQUID NAIL BRAND 4 OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 2 § I SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING isEXTERIOR DOOR WITH DECK �;-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING 0 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- 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 o9inistructions below: 1 Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary 1'4' PER PLAN SHOWER SEAT SELF-ADHEF; SELF -ADHERED FLASHING OUTSIDE CORNER - A V_ WINDOW UNIT DOOR ROUGH OPENING 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. 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER VVV1l PRE LATH L R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied 1% Z Z :5 CL M LLJ LU CL PLASTER STOP U) U) CONTINUOUS BACKER LLJ L) ROD & SEALANT LLJ )P Lu cc Lu 0 Cn . horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 --------------- --------- inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 Q 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 ISOCEIVIT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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, 10 substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED VVINDOW (SEE DETAIL VJP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6M ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as IRTIC VE ALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 11E 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 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 g I subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. I INSIDE CORNER [in 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under ]slit stucco copings. -7 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 c iuffers. :LF-ADHERED FLASHING XCH HERED FLASHING 2 4 5 1 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB LBOND BREAK WRB SF LATH rWRAP DP WRB ONTO THE VERTICAL SURFACE To TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB*, PLYWOOD, DENSGILASS Lath Sheathing Stucco STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF ------------- DRAINAGE PLANE WRB _,--BOND BREAK WRB �_SFLATH - ----- - --------- ---------- ----------------- ER STOP A NUOUS BACKER ROC LANT qTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. too� WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 >� oj C-, C cl� a! Cu C', E CD 2! �2 To the best of the Engineer's knowledgeT information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Enginee�s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W 'It E 0 u� 0 =1 , -0 cn--- 0 4 (D u_ u_ I a. 0 Z ;� -d - 'ffi C 01 9 W 0 2 0 W Z IL 00 0 Z < 0 < - 0 0 Z 0 (n 4:. �%;­W 00 (D = C, 2 <0 < L4n c'j (D CZ .2 u- 4--J - M �2 . M U 0 Ln V) U) LL, E 8 :E U A co 0 C:, 0 Z Z 111Cce E g_ 0 E u Z cu E (Z R. 0 so �z -Z CN t a� 4D__ M C/) < CC,' '0 Z Cn Z .09 ZZ 0 U Z 'E W U 3: 11 mi C=) C.0 0, C C:) LO C cc r-., co :3 C:) < -6 co C) a. Ch 9 M +-a C L0 4_J a) '2 C10 co CJ 0 0 04 CF) C:) C%4 Lo (.0 (0 (D E CV) N 0 M Z Z E IT- U) 2 E ;.; 0 0 '0 'D M (D 0 < 0 JOB NO 22-12360 SCALE AS NOTED SHEET NO. WP1 I -- I I-- __ - I __ I 1 11 1 - J - ! §§92M&Wff A-1111 J as /­_2 low-Iftir--i "TM + P-q I ir my Amff-lmmimsmmw %Mh hmmmoolmog %=Nf-imaftmoolwmmmf Mounting Brackets (10 Gauqe� +V2*x+1t2'x2-12" 0 an Back Cmss Support (May be cut to W) See Anchor Schedule Right Bilacket (16 Gauge) Bolts 1(2" Dia� A325 GaIv. (Typ.) IT 0 A I 45elf-Drilling A Screws A/C Unit Bottom Edge Kurricane Strap (Tvicical: 3 In front) Washers Front Cross Support Self-�king Nuts (May be cut to W) Left Bracket (16 Gauge) N 14 Self -Drill Ing Screws Thru Brackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each skie for hurtkane use) -Sp-6, matallum- an, p-.W -th -6 Haun-avAint Rr� R.&W Florida DepaWnent of Business & Profmional Regulation Building Codes arid Standards Product Approval Application Detail Papivi lZ1&=1 C&O Ifinifty or 20 291 Enas P". Jim Im liscal manufasturer contact Validated ft Valwallel SubsifthRid FISC Approval Approy NaPA Affirrianti- 20M Smart Viint Produ-a' Inq. Whiial Giuliani Hermes IF Manna RE Lacke Suaden RE 12M&2020 IV281!2020 Appro-d calisow. Structural Componenis (577)44"368 PE-73778 (334)300-1800 produce Introduced as a Roiult of infoglarrinarliventeorn N-Techn.lioay C-Wilan. Method Evabon R.rpori from . Florida Ra4driid Arohil"i are um"d Florida FtAM4UftgdMLft Prottealand EngI IRA Productmodal Numberm Product Detonation QW11tV Assunialm Awrow4for Usp ApproM I. HvHz QIdda for Use HVHZ knew R,.Want Design Pressure 1 Sma Wdal#1540s sl!iime D..I F-lion Flood nal Wntlatiort Vent 12ir.31112023 y Y. WA 410DMO 2 SirrindiVent Mod, #1540-511 D..J Frid. Fl ood rid V..filsflon Vant 12GID023 Y_ Y_ MIA -IOD,1100 3 ShmdVerit Mode: #1540 520 In Wa*dR.OdV.M I W1112023 yes Y. 14 :11WID0 4 SmaliveM Mpue1#1540-521 2*1111.d FICoO Vent 1213MO23 Y. r as N IbAk co), 00 5 S-Went Modis #1540 524 lfi&quol; Gersia D Flood Vent 120V2023 Yes yes MIA MIA G smadve"t 14100 01`1540�670 Vftod Wall In sulatiid Flood Vent I 21311=3 y" Yen MIA -1W 1DO S,Vant Model #1540-574 14,5&q..t: G..g. Door Flood Vent no23 Yes Y. MIA NIA im RA,45i- 2020 DMX64 Metal" Ipp, Ciaegm: Roofing SailiCarisory: Metal Roping Compliance Method Evaluation Report from a Flarld.Rao radArthiltect-LI-sedFlorld. prof.,ional Engines, flimmmap-asses, Flo ride Departme nt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail traitif or Carousal Enterear & LJ- Jasain Shumate Zachary R. Pdsst (502) 303-1511 PE-74021 loumet.Rdniomecoom Produtt Desorlodori ONG IONNS, ONG 15088, CIVIC 1755� OMC 2008, ONG ffv Validated finr Loca. Sped. P, E: (334130CH800 Fwl rl Ifl4t2D21 11111k 20 Due Pending 21LI Validated supmettd FOCA-vis A-y.4 stshi. alvIO/zo2o deal 011120n020 laflwm2o Approved OudtyAswrome Appraw4d for Use Appro"Iffor Usif Im"'a postal cooled ISKI)IM1011 OVA In Hv"Z Ourelftlinm Resistant Pressure 17W,2025 yea No MIA -GL18o Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 4 1125WZ2 Q911 Entito or Date Pendfina 20 T-le yonsicill marl"Ifimbural cordool Enalneer & License Vialldisted BY Validated Sulpan lead FIBG Approval Approved Scala Revision 20M Thermai-Tt" Corporation Slieve Lyndon F. Schnnot, REL Ryan J. King, P E. MlW[321 12QW02D W22J2021 08JO&QUI Approved .d.0-v. Enledor Doom (800) 843-7828 PE-43409 (813) 767-6655 Sulpoetegm: "figing EA.nor Door Assiarrillie. Compliance Method- Evaluation Report fiom in m Forda Registered Architect or a Licensed Florida professional Engineer lariadireft Number or Name !t'!!�!Lliber-Classlc Quality lanaductlDesserlialsors Assurance L - Approviedforl.1" ApproviadforIJ : III HVHZ Clutsift HVHZ Impact Resistant Design Pressure I and Smooth -Star Nominal 6&M,15 &qucLlrnpact&qunit: Opaque 12t5li= No yes Yes WA Composite Edge Fiberglass, Single Door (tMewralo.t.wev! x oprifiguniton) 2 bL Therma-Tru Flber.CbWc and Snooef-Star Nominal 69=8 &qUotimpactILquat; Opaque 112W=22 No Yes yes NIA Composite Edge Fiberglass Single Door with adaltala) (In-maQuitsWrig; XQ OXor OXO nfiguraii.n.) 3 c. Tharma-Tru Filber-Classio and Smooth -Star Nominal 6SA39;8 &quotl mpactSquot Opaque 1121311121M No Yes yes NIA Composite Edge Fiberglass Double Door vvith or vAhout Sidelites onswrigiOutswing: M a O)Q(O configurations) 4 d. Therma-7ru Filber-Clasisic and Smooth -Star Nominal 8&139,,0 1quotImpact&quot� Opaque l2Wr= No yes, Y" NVA Composite Edge Fiberglass Single Door (In GW%Quts.": x codourath-) 5 e, Thernia-Tru Fficer-Chassic and Shroolh-Star Nominal S&Af3gO 8quotimpact5quot; Opaque 1213irIM No Yes Yes WA Composite Edge Fiberglass Single Door wfth Sd.1W.) (InsWrigtOuttseAng: XO, OX or OXO configurespris) 6 f. Therma-Tru Fiber-Ciaessic and Smooth -Star Nominal S&MO iliquotimpacAquot, Opaque l7J31/= No Yes Yes NIA Composite Edge Fiberglass Double Door %th or Wth.ut Sidelit" (firiasingfOulaWrill: XX a OXXQ configumllons) 7 q. Tbermat-Tinu FilberClassic and Smooth-Stsr Nominal 6&#3S,,8 iiquMinwoMquot Glazed 112WOM Me Yes yes MIA Composite Edge Filierglass SrQle Door linewngloull.ving X -figunation) 8 Ji. Thernna,7ru Fiber.Classic and Smoctin-Ster Nominal B&II1139,13 iquatimputlilcluct Glued 12131= No Yes Y- WA Composite Edge Fiberglass Single Door vvith Siclel llic-s) (InsviingiOunswng: XO, OX or OXO configurations) 9 i Thermist-Tru Fiber -Classic mid SrrwathStar Mom a1�"8totJmp&c*uctGiued.' IMV21322 No yes Yes MIA Cc= EC106F r9ass Dauble Doorwth wthoutsidelfts invoingfountsvong: )V'or OXXO configuratons) 10 1� Thenrus-Trui Filber-Classic, and Smooth -Star Nominal W3s0 11,quotimpactilquicit Glazed 12131t= No Yes yes NIA Composite Edge Fiberglass Single Door (Inowng/Outswing; X 11 k. Therma-Tni Fllpst�Classlc and Snoollf-Stiar Nominal SSJzW..O &qucI;Impact&quot Glazed 11281/= No Yes Yes NIA Composite Edge Fiberglass Single Door with &d.i OnsviingiiOulavning; XO, OXor OXO configurvitigns) 12 1. Thismna4ru Fiber-Clasuic and Smooth -Re r Nominal 891139,,0 i1quetimputiliquot; Glazed l2t31=2 No Yes Yes MIA Composite Edge Fiberglass Double Door vith or vathout Sidelites (Inseving/Outswing; )C(or OXXO configuration.) 13 m. Therma-Tru Fiber-Classloand Smicoth-'ster Nominal 6&MS 8,quotimpactlIquipt Glazed Molded 12131= No yes Yes WA Open Composite Edge Fiberglass Single Door (InsvmngfOutswtg� X configuration) 14 n. Tham�Tru Filb-Closalc and Smooth -Star Nominal B&AN,8 ilIquatimpacMquict; Glazed Molded 1213112022 No yes Yes NIA Open Composite Edge Fipangi:- Single Door vvft Glued Molded Open sdelltet ) OnsMrsg/OutsWng� XG, OX or 0xO 16 o. Them�Tru Fiber.Cassic and Smooth-Rar Nominal 139 8 9quatImpact&quot, Glazed Molded 68' 12131= No Yes Yes NIA Open Composite Edge Fiberglass Double Door With or Zinut G lazed Molded Open Sklefiles; XX w OXXO contgurab") le p. Th.-Tni Filo-Clenic and S­ih-Siar Nominal BabGsS iliquotIrrilasatilquot; Opaque 12JS112= No Yes Yen MIA Composts Edge Fiberglass Single Door with Molded Open Sidelife(s) fmsvvingtOubwng� XO, OX or OXO configunifion5l 17 q. Themna-Tru Fibef-Classic and Smonfln-Star Nominal SM39:8 &quotJmpact&quot: Opaque lnit= No Yes yea MIA =& edge Rib"Ifisas Double Door Wth or lazed Molded Open Sidellies; (Inswingtoutsw", xx w oxxc configurations) Qft mm Vmven Gainunwounir RtAssori ZD20 POTInd-tri. catqwnr.� &Ierior Doors SubCah,garr. Slicling Fidnaim Door Assambles Campli- Named; Cervilostion Marli . Latina F1.92514MR1,41tasts, �ftlillim Numli-Narais 70 ("Ve Missil. I.Pact) Florida Department or Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P., I f� lffiQD2 Enew p- MR MIS Data Parifiria 20 calm orialishmar a Ucwm Validated My Validated mAnw&d FINCARproval Approved Status Or Jen, R..,-* MI-1-Dd. SCGO - :R M.,ni-Did. BCCO - VAL 11118,202C '100:260120 11124/2020 Awq..4 (941) 486�01 00 ja6l 315-2590 QuallivAsuraince Approved for Usis Ancromad far Use b= 21110 pre4husil Mooned- In, HVINZ Oi"d, HVKZ assistant vkq Siding 30" Door 0411141202 Y_ Y., yea R/A August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prollioide the information and approiiiial numbers on the building components listed below if they will be utilized on the construction project for which you are applying I& a Manufacturer Product Description A- rolval Number(s) J%PP Test Pressures Exp. Date 1. EXTERIOR DOORS IFiber-Classic A. SWINGING Therm aTru and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne-Dafton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Di%Asion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8t2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 1 -8-8 F Ll 535 1.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10120 FL1 1161 +30,01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25t2031 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E� OTHER 3. PANEL WALL A. SIDIN James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofflt F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N(A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (1br Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +01-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart �impson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NA 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 5/2512024 The products listed below did not demonstrate product approilial at plan reAew. I understand that at the time of inspection of these products, the following information must be a%milable to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGVI--EJRE r14. -r= Florida Department of Business & Professional Regulation Fell. 1 .13 Building Codes and Standards 10022 Product Approval Application Detail 9292 rantitir of 21111 U 21111 im vento Manufacture Contact Validated by Validated Submitted! F� Approved staltu Revision 2020 Therma-Tn' Corporation Steve Jasperson Lyndon F. Schrridt RE Ryan J. King, PR 07=21020 07M V= 07r2g=20 10113rC20 Approved callegarr. Exterof Doors (SOO) 843�7628 PE-43409 (813) 767.8566 SubOad"orY. SWtving Exionor Door Asearinpies siJasperson(ilthermatrucio Compliance Matiniall: Evaluation Report from a In Florida Registered Architect or a Licensed Fiord. amillam Professional Engmeer $000 Prod Liet Model, Number or Name Product Descripffor, gluutiLA1111111311= ApprovedibrUs, Approvedfortlea Contract Expiratian Date in HVHZ Outside HVIFIZ Impact Resistant DeSidn Priessi 1 Therme-Tru Fiber -Classic and Snooth-star Nominal W*,6 SquoOmpect&quat Opaque lW112022 yes Yes Yes NfA Composite Edge Fiberglass Single Door (I-Wng/Ouit-rig; X configuration) 2 b. Tihisimat-Tru Fiber -Classic and Smoroth-Star Nominal 64M.8 SquatImpactli6quar Opaque 1 WI 12022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wth Sclefite(s) OnsmirglOutinning, XO, OX or OXO configurations) S c. Therms-Tru Ftw-Cluslo and Smooth -Star Nominal 69M, 6 Sqvot; limpactiLquat Opaque 12mi= Yes Yes Yes WA Composite Edge Fiberglass Dou ble Docv� Wth or Aftout Sawltes (linarohngfoutowng; XX or QXXO cistrifigurattons) 4 d. Thermar-Tru Rbar-Classic and Smooth-Ster Nominal M939,0 &quctJmpsct&quot Opaque 12131 r2022 yes Yes Yes NfA Composite Edge Fibergim Single Door (Inswinglowtswing; X configuninfion) 5 Ti.-.T,u Fib-Cl ... i. and Smoth-Shi, Nominal B&AIS9, 0 SquokImpactil,quot opaquia 1 Z'31 12022 Yes Yes Yes WA Composite Edge Fiberglass S1%1* D-,,Wth Sidelte(a) OnswrigtOulavvin.. , OX. OX0 configurations) S f. Theinna-Tru Fibef-Classic and Sneouth-Star Nom 039 D &qucL=qucrI; Opaque 12f3lf2022 yes Yes Yes NfA Com==46 rit.,gl blis Door vfth 0 wthoLrt Sidalihis (Ins"inginoutsving, XX or O)D(O config national 7 g. Therms-Tw FI bar-ClAssle and Smacth-Star Nominal 6&M, 9 Squat; I.Pgct&qut Glued 12/31am Yes Yeas yes NfA Composite Edge Fiberglass Single Door ffinswingo'Outariving; X configuration) 8 h. Thearna-Tru Fiber-Climissic and Smooth -Star Nominal e&,MB lliquat: Impactilquot, Glazed 1213112022 yes Yes yes WA Camposile Edge Fiberglass Single Door With &delta(.) qrsa�AnqlOutmmng; X0, OX or OXO configurations) 9 i Therma-Tru Fiber -Classic and Smoth-Spur Nominal 8"39:8 &quot;lmpact&qucn; Glazed 12J31 f2022 Yes Yes, yes NfA C�omposita Edge Fiberglass Double Door Won or vilthout Sideflites (InsMnVOu1saMng, XX or OXXO configurations) 10 J 7hermil Fiber-Caissic, and Smooth -Star Nominal S&MO i1quoCimpactilquot Glazed lwi= Yes Yes Yes WA Composite Edge Fiberglass Single Door II-AngtOudieving; X config.nefi-) 11 IM Tlriiermsa�Tru Filw�Cliaaslc and Smoth.Star Namin2188skSgO &quoltImpactIlaival, Glazed 1201am Yes Yes Yes NfA C'mpoWle Edge Fiberglas Single Door vAth a" Sdolihs(s) ilnrav�mgfoutiman. XO, OX or OXO configurations) 12 1, Thw"-T,. Fiber -Classic and Smoctli-Slair Nominal 8&#39; 0 &quot. Impactilquot; Glued 1 Ml r2m yes Yes Yes WA Composite Edge Fiberglass Double Dow Wth or �ftout Socialites (IfavvingOutinmrill XX or 0)0(0 ctinfigurations) 13 m, Themra.Tru Fitow-Classic 2 rid Smooth -Star Nomfn216&#_V,6 8qU0%iMp2Ct&qUQt Opaque 1 Ml r= Yes Yes Yes WA Composite Edge Fiberglass Single Door kk4th &quor;Nm-Irnpact&quot; Sidelke(s) frisvilingfOurtswing; XO, ox or QxO configutabor's) 14 n. Tharms-Tru Rbeir-Classic and Smooth -Star Nominal 6&*39. a aquck ImpactiLquod; Opaque 12J31= Yes Yes yes NfA Composite Edge Fiberglass Double Door With &CIuptN�ImpacI&qvot, Sidelites (InsviiinglOutsWrig; CDO(O configuration) 15 o. Theirmo-Tru Fiber-Omaic and Smooth-6tar Nominal 8&#W.O &quotJmpact&quiot Opaque l2t31=22 Yes yes yas WA Composite Edge 11bailissin Single Door Wth &quat;Ncri, 'moolli'U.'; Sidelite(s) (InvoingnOulsWrig; XO, OX or OXO configurations) 16 p. Thermia-Tru FberZiassic and Sinnocith-Star NominaI8&M,0&qucItlpsct&quol; Oplaquia 1 V31 034 Yes Yes yes, WA Composite Edge F berglasis Dw ble Door vAh Squot,Non­Impact&quot; Sidelftes (I nswng/OutsW rg; OxxO wnfiguralion) 17 q� Th.-.TU Fib-Cl.... and Smooth-ster Nominal 8&#39,,B 8Auo1;Non-Impact&qL&_ Opaque 12131 =2 Yes Yes No NIA Composle, Edge FibaMl as Single Door 9nsv4Q1Ou1sWns; X cozurator) 18 The-e-Tru Flow-Classid and Snooth-Star Nominal 6&M.8 ftwothlon-Implact8quot Opaque 1213112022 yes yes No NtA Composte Edge Fiberglass Single Door with sidelte(s) (finnivonvoulawng; XO, OX a OxO configurations) 19 a. Therma-Tru Filiar-Classic and Smooth-Stur Nominal Sii 11,quotNan-Impactilquot, Opaque 12J31=22 yes Yea No WA Composite Edge Fiberglass Dw ble Door vAth or Wthout Sideffles (InsavingtOutwifing; XX or OXXO confIg.r.t.mili 20 t Therma-Tru Fiber-Cia5sic; and Smooth -Star Nominal 8&#39,.0 8quoLNon-1mpwt&quM Opaque 12J31= Y- yes� No NIA Composite Edge Filbergla" Single Door (I-MinglOW-ing; X config-ti-) 21 u. Therma-Tru Fiber-CLassic and Simpoth-Star Nominal 8&#30,0 &quotNon­Impac*uot; Opaque 12r3l= Yes Yeis No WA Composite Edge Fiberglass Single Docrvinth Sdelke(s) XO, OX or OXO confiourations) 22 v. Th-Tru Fib-Clinaw. and 8-th-Str Nominal 13&039�0 &qu.t;N-Imp.d&qu.t,, Opaque 12t31r= Yes Yes No MIA Composite Edge Fiberglass Double Door Win or '�nthpul d.iftes insaring/Outiming; )C(tv 0)0(0 wrifigurations) 23 w Therma-Titi fiber -Classic and Smooth -Star Nominal OUNA Glued 12131/= yes yes, NO NIA Composite Edge Fiberglass Engle Door (I "sWnWOutswing: Xconfigunatticin) 24 & Thernar-Tru Fiber-Classac and Smooth -Star Nominal SUNIS iquotNori-Impact8quot Glazed 1213112022 y" yes NO NfA Composite Edge Fiberglass Single Door vvnh SdiilWs) 11m;WngJOutaWn9: XO, OX a OX0 configurations) 25 y. Thenina-Tru Fiber -Classic and Sincorth-Sair Nominal 8&#39:6 IliquatNoiru frinpiacAquot Glazed l2f3l=22 Yes Yes No MIA Composite Edge Fiberglass Double Docir Win or v,"out Slifelites (Insviinglourtawng; XX Or OXXO configurations) 26 z. Tharma-Tru Filber.Closisto and Smootti-Rar Nominal SU39:0 &qu6t:,Non, Im"cillcuot; Glazed 12t3lr= Yes yes No MIA Composite Edge Fiberglass Single Door f nsmomigiOutswirg, X configuration) 27 Th--Tr. Fib-Classi. arid Smooth -St., Nominal 88,039:0 &quatNm Impacisquot; Glazed l2f31r4O22 Yes Yes No NfA Composite Edge Fibagl... Single Door �Ifh sdelft(s) OnsWnegkxis%ing� XO, OX a OXC configurations) 28 A. Therma-Tru Fiber �Claasic and Smooth -Star Nominal 8&#39:0 SquotNon-Impact8quot; Glazed 12131= Y',s Yes No N/A Composite Edge Fiberglass Double Door vAth or with" Sidaftes (Inimfing/Outswing; XX a OXXO confil;Uraltons) Florida Department of Business & Professionell Regulation Building Codes and Standards Product Approval Application Detail P.2.1 &2 trI2021 ;942 enar or INIUL PU oadii "Id. am Jim version W-facturer Cooled Validated 8, Validated submited FaC Approval Aanzand stau. Revision 2020 MI Widows and Dws Brent Ifflinotr Luis Rob�rto Lorra; Steven R Urlch, PE 10A36a020 1=41,7020 lofID02020 1205=20 Awe"ad COO": EXterlor Docirs (T171, 365-33DO PE-62514 (717)3lT4M4 "Catellorir Still Exterdir Dow Asserribles bs1Jhgr6.W- OW011MC4 111011hod: Evaluation Repon lion, a Florida Raeiihsred Anahnect oris U-sedi Florida, Pldfa.lcinal Enrifti.er QualRy Assurance ApproMfoclisis Apsiroynd far li" kum Damon 1191 PiroldIL-A Model. Nullifier or Name Product Oliscirleclo, corilroot zxpvsm' Due In HVIM Outside HIM Mahatma Pressure SERIES 420ALUMINUM $Go SERIES 420 ALUMINUM SOD 0X0 1213V2624 No Yes Kid N/A NON -REINFORCED SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO* Xx 1MI42024 No Y. No N/A Seaquot,�80apuck MON-REINFORCED 3 8 RIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX0 12J3112024 No Y. N. WA 145-3Aa4.oIxa6&qii.t: 4 SERIES 420 ALUMINUM SW REINFORCED SERIES 420ALUMINUM GOD REINFORCED OX 1213112024 No Y. No N/A xO. xx9ftquot;x96&q'ot: 5 SERIES 420 ALUMINUM SOD RFJNFORGEO SERIES 420ALUMINUM 6011 REINFORCED XXX IMWO24 No yes No N/A JA3&Qudl;.es&qVoC Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.i d2 10=1 GM Enift or Jym version Mnuf&mroc C41111fad Validated IN Valfidgkil BLLbmuttd FBC Awrinval Approved gum Re'Agion 2020 dvlin of Ovhs.d D-1 Dwayne K-hih I ohn E. Scal. Jeffrey P. Am-. pE 1W12r2020 OW=2020 1012mm 12116M20 Approved Corporailon (330)763-8121 PE-511737 (904) 821-5200 Categsini, EA.I. Doons dkcmshQ*wyne-daflhcnC SUhCaN9.IY: Binational ridell., Doov A-l"I. Floods Registered Architect ora Lichrised Florida F1.004VIII12 Prorenional Engineer =Model, Nuinliffor Name Product Dwriptloo gwwuAugumm Contrad Elailrallon Data Appromad far UM A-ved f. use In 11vMZ Outside HVKZ leapect Ree"W Oselp, 3 200 #1105 &L#36: M.,i .4dih. i 49*39� Ms. height. Glealng 1213112023 No Y�. Y� 00 11"Itols, in top or intermediate atollom r 10 WOMIO"200#1123 1 841,039: Man width, 14M9, Max height. Gazing 12131,2023 No Yes Y" .3000)43.50 available In top or Inkvirricifisto sodion. 11 SCOM1 0018200 #1124 ISMS: Max width, 14MO: MU height. Gluing 1213V2023 No y" Y. -34,40,Ln 30 MASNe in top of InUMmadlille Ssdlol� Cn -CV > 2 a) 0 0 CU -6-0 0 a) 4- U) a5 a) -0 0 0 0 = 0 t = ICU = C) .0 -6-6 ICU U_ %+- 0 CD > .w Cn a) Cn E " 0 CU 2 C_ c- CZ .0 4- .= 1., C/) < Z Z W MJ Wj c-4 cc LL_ C_ c-4 -zc 4= rip - - 3: 13) (3) Cz > w c= -aac CX E c:, u Cn E'slassall W co > 0 > L_ CL 0 0_ < -0-ser 0 0 U) ICU M F- ICU LU < Z Z SHEET NO. PA 1.0. I I I 1 11 1 - I It I I P I I I --1 11 - 11 If I I III I, I I I - __ ___ __ —.1 1 1 1 _L_ — I I — I I Florida Departiment of Business & Professional Regulation Flags 6 of 9 Florida Deportment of Business & Professional Regulation Peel 01 Flosider Dope rtmortt of Business & Professional Regulation Pap I at Florida Deportment of Business & Profirstinonal Regulation Pape 1 92 Building Codes and Standards Building Codes and Standards 16=1 Building Codes and Standards Building Codes and Starsdards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 213111L Ent[& 299 all, Data P-di- ads 2" Dag Panelist Dal onikv or VoLit 2U D" Partial aK2 EnIfty or 2111111 211it Datte Pendirso Version manuftaturer Conrad Enalneirr & License Validated By Validated Submit red Ill Attervial Approved status 7v2t Verrill Manufacturer comea Validated By Validated submitted FlICAmnival Approved AWA mm vishistran Validated Submithisid F3C Approval Austal Bad Version Woulact.- Veal Submitted LIGANgULAL Acari Ram Fbirril 2020 Tisarms�Tin.iCorporestion Steve j-psmison Lyndon F. Shn,idt P E Ryan J. King� P E 1 =7=21 0908rM21 1 Girl 3=1 12/1 &'W21 Appovedl 2020 PGT Industries Joe R--N W.,+Dde Ill - CER Miami 8000 - VAL IIMIZD20 11OD5M20 1 Itl 112020 Approved Revision 2020 MI Wridol and Door ill Slunter Amenclin Archkodural Steven M Uldch. PE 10,06=21) IW&2020 lall APPIcived R-- 2020 MI Wnd— end D­ Start antripm Arriefican Armlclunal Seven M Uriah, PE 11122r= I lf22r2GM iir2ar2020 Approl category: Eldericir D� (SDO) 843-7628 PF-43409 (813) 767-6565 slaabersonifthemill oo Alihimalsont Carestiory: Wind— (941) 486-0100 (746) 315-2W Caegwp. Windlass, (T17) 365-3300 Moulectums", i?17)317-8454 Cailegi "dol (717) 365-33M Manuticoural As—istions 71T)317-41454 Sub0atritiliary'. Sainging Extiosior Door Assemblies, Compliance Methi Evaluation Rell from a m Subcategory, Single, Hung SubCstutgour. Harizoncill3ludia b4AhgrQ.*d.— "Catseary.'FLIsid Compliance Method: Certification Mark or Lai bsItl0gerG,n*d.— Florda Registered Architect or a Licensed Florida Canistsmon mark cr, usiting Compliance Metal Cerfirmillon Mark ar Loing professional Engineer PLi)=4mpfo&xn F1.011536114illUensclunds FLOMSIA&RI4 Producia, FLAMOMI Products Clusuillyfilsogrance Aaaravedloruise Approvedforlulse Impact location it" A,,— Concractlisdairatiorl AgiagoadfiLliter Approval for U, Iffload In HVHZ Quivilde, MVKZ assistant 20M Pressure AMA jp�dsjuclllodal Numbarar Nam Quality Assurance DR" Actravocifol Aacronsil for Use in HVHZ Quitsid, RVU Issuiect 11,09set DOAM Pirs'saira Al Product MOM. Musitur or HIM aLOUXABSUMM Product Discroft 6mLm2uKlLu agummdlgLuu In outs'll "i ROL%Iam pmmrt S-X Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVMZ Reshiclant P�re 2 BASSM li-eng. ull -pacl) V.0 sini Hung wr� I- Yes Y. MIA I HS 188 Min and Merge Fres, 73.62 Insulated Gas. 02(18=41 No Y. No +W55 1 Iris PW 73. 72 lh.Aatd Glenn, 04/03/2023 No Y- No +60,40 1 a Thermal Firbar-Classic, and Smooth -Star Nominal 6039l Iliquo0or-Invauct8chrot Opaque 1213112022 No Yes No MIA CarnpGste Edge Filbarg law Single Door (InswritifiDutswing: X configuration) 2 b Thermai Fiber-Clail and Smocith-Star Nominal 6&#3" liquotNon-ImpactlIquort; Opaque 1213112022 No Yes No N)A Composite Edles Fiberglass Single Door with sidelial (in—rigtOutewril X0, OX or OXO cosinfigurill 3 a Thamne-Tru FliseeZiusicand Sma0thi Nominal Stull 8quat;Non-Iftripciattliquot Opaque 1213112022 No Yes No MIA Fiberglass Composite Edge Double Door Will or vothout Sclaitess (Ineming/Outyl XXor OXYO config.rat ... ) 4 d Thermal Fibeir-Clanwic and Smoctl Nominal 7&1 tiquictlNon-IrripsuclAquot Opaque 12/31= No Yes No MIA Composite Edge Fiberglass Single Door (InsivivingRZIuldniving, X configuration) 5 Therme-Tru, Fiber -Classic and Snooth-aar Nominal Trial &qufY4Non-Impad&quoi Opaque 1 W I r2On No Yes, No N/A Composite Edge Fbergleas Single Door with Sidelitsal (Inswig/Outsiving. XO. OX or OXO configurations) Yes No i Florida Department of Business & Professional Regulation Per I of I Rorlda Deportment of BLISInsuir Professional Regulation Peel al Florida Departmert of Business & Professional Regulation Pap I of I 6 1 Thermsel FlInw-Classic, and Smooth -Star Nominal 8&#39:0 41cluotNon-Impactl6quat Opaque 12i3l/2022 Composite rdg. FIberglass Single Door No Building Codes and Standards lWml Builling Codes and Standards Building Codes and Standards IM=21 arseroongiOubawtv, X cor,figuration) 7 g. Th.—T. Fber-Clamil, and Smooth -Star Norninall S&#39;0&quot.Nan­Imp=t8qul Opaque i2j3i r= No Yes No MIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Corn poft Edge Fiberglass Sing to Door 40 adelite(s) Onsverq'i XO, OX or OXO i configurations) 8 h Thermal Fiber -Classic, and Smooth -Star Nominal 8&M,09quoI;Noh-Impec1,&quot Opaque 12131 t2022 NO Yes No NIA BRAIRMI Im C,ompoeft Edge Fiberglass. Doubt. Door Wth or Oat, Parbollics RUA R" all om. Pessimist, gag DA EW or 2" 212 pace, Pandlinis Will SWellim, (InvivinglCutrimIng; XX a, OXXO V"- Illanerfasectrair Cooled Enezin & LJ— Validated Sir Validated submitted FISCArovil A,—,,d Juba mm vorden Mourfachuren, Contact End,,& Llorday vaddelad a. Validated Submitted FSC A --I Aticera, ALAWL MW Version nutrfamra contau lasidnew & Lomas valideta W Validated sLbmftd Fill Awrilval Approval illm& 9 i. Therml Fiber�Clsdusic and anocith-Star configurations) Nominal 6039:8 &quot:Non­Imp%cI,9qul Glazed 12131/2022 No yes NO NIA Affirmall. 2D20 PtITIninkiseleer Joe Racl Mmirti-Cade el - CGR Misni-Dal SCC0 - VAL iliti iIA05M20 11MV2020 Approved R-im. 2020 MI Wind—lild Door, l3r.tSdung. Lure R Lanni PE Slarion st Ulm, PE 10108/2020 101alSOD20 i01190202a 12115=20 App—d Afthation 2D20 PlIT[nduOrfies Jan. R..—dd Miamill Ill - CER Mlssm�Ckl SCC0 -VAL 1 liOSM20 ll�l 11111r2020 Approved Composite Edge Fiberglass Single Door catelemy: Wr6cvs (941)48"ioD (MS) 315-2690 Catsitleal Wind— (717) 385-3300 PE-62514 (717) 317-6454 cabsell Winden" (941)486,000 (708) 315-2590 (InswilgiOuldsviring, X configural SubCatagarr. Fixed Posoeild(langlindusiblesc 11.1caustiory, W.M., lbstihooremiki Subcategory: WHion, 10 1 Therml FIber-Clardisk and Smocrtr.Sta r Nominal 5&439:8 Squothlon-Impactliquat Glazed 12/31 r2022 Illa Y as No MIA Compluiriess Method: C wo call Ma ri m Likeling 01" Carripilarica Method Evalualkin Report Isom a Medical: Cutticabod Mark or Listing an' Composite, Edge Fiterglass, Single Door Wth Florid. Reighateursid isr�hftecit ore Licari Florida Sideltle(s) (lisixvIng/Ourtariving; XO, OX a OXO fr"41l Pri.N.—al Engine. FLRH4tl3P[O&Ktg configuradons) Anal for thins knead A20axisuguitill Ancurailined for U, Istelact Deal 11 k Themnsi Fbe,-Claal and anxiorth-Star Nominal Sa#39�8&quotNon­Imp*atAi Glazed 121311'2022 No Yes NO NA Product Dissertation Contract Iliedradon Dar, In HVHZ Outside, Renewal Illation Prewl— It" Proi Modal hurster or Name ProductItlescriptain Cottrell Rusinitton 2itt In HVHZ WsIde Resistant Composite Edge Fiberglass Double Door vl�ith or at" Piadukst Ml Number or it,— Quality Assain-spe Ameravadfor Ujus hernessid, pandon, Wthotit Sidelitas (Inseving/Oubsi XX or OXXO 5 Pi 'Large Missile, lel Mryll Fill Wro— 04M/2025 Y. Y_ Y_ WA agagngaLuu 1 Malllws far All Dom and Windiens Aluminum Illusions G5r2612026 Yes Yes Y. MIA 12 L Thermil Fiber-Clasusic and Smoott,-Star configurations) Nomnal 7&#39,0&qu"or­lmpact&i Glazed 12131r= No Yes N. NA BAIA 2 Elib"t No" Number g Ift— 5761 Product Ded—lied- Control Em"Well's" pg. Veil Al.al M.11- 12Pal/2024 In HVKZ 26999LIM9 No Y- Resistant Yes possissurs MIA Composisto Edge Fiberglass Single Door (Indavinig/Outsvirrig: X configuration) is m Thei FibilirCl—crind arricolth-She, No-ml 78,4139;08,quotIN—ImpaclAqui Glazed i 2J31 =22 N. Y No WA Cornposible Edge Fiberglass Single Door with scletre(s) OnsinuingtOutsving; XO, OX or OXO parfiguilstans) 14 in Theuimil FlImer-Clawle and Smooth.Stor Nominal 9801 Squothlon-ImpactIliquot; Glazed 12131l'2022 No Yes No NfA Composite Edge Fiberglass; Single Door OnsinvAng/Outinwisig; X conligural 15 ThipTinal Fibeir-Clseesk, and Srroth-SW Nominal 8&#39;0&quotNon-IMP"`AQUatL Glerend JWV2022 No Yes No NIA Composite Edge Filuergloes Single Door veth adelill Onsviing/Outswil XO, OX or OXO Florida Department of Business 9 Professional Regulation Pre, I oil Florida Depairtmerill of Business S Professional Regulation Few Z.T2 Florida Department of Business & Professional Regulation Per I F2 is Thermal Fiber -Classic and Smeboth-Star configurartions) Nominal 8&039;0 &quot;Non�Impactilli Glazed 12ZI12022 No Yes No NfA Building Codes arid Standards 102021 Bulding Codes and Standards larluzool Bul di ng Codes and Stands rds IRM2021 Composite Edge Fiberglass Double Door VM or vielithout adeliblis 0 reyeng/Outinving: M or OXXO Product Approval Application Detail Product Approval Applicallori Detail Product Approval Application Detall 17 q. Therma-Tru Fition-Claell and Snoxith-Star config.ral Nominal 68#39:8 ilquictNon-tripact8quot, Opaque 12131r= No Yes NO NA Composite Edge I'llsergests Single Door Wth WHOM 1 I Transcurn (Inswrig/Ourtswrig; Mconfiguration) is r Therma-Tru Fiber-Clai arld arroarth-Star Nominal 69#39,8 &quotilon4mipact8quat; Opaque 1211 No Yes No NIA f9to andrit or 291 2a Cate, Real an S20 El or RD Date Penclincs Ent or IIIIIIIII gas 09, Parldina Carnposibe Edge Fibargisesses. angle Door Alls Vacate, Manufacturer Called Erainker& Licarnia, Validated Ill Validated 3,bAtd LwAMMIK Approved Status 1121 Vierldoln, Manufacture Contact Eileen— & U— Validated W Validated BL*.kw FSC flusensoved Acarrimed Stri mm Wrston Manufacclurar cartel Onalimer & Lionel Vall"aid By Valliftited 3ubmMttd FAC: Aacrowl Apont"d at&= C1X0 onox or oi 60"figuratto") R"W_ 2020 Jamers Hardie Sulking Product. tm Chad Dial V. Andrew Tie. John Southard. P.E. OiMSIM2i 12/14t2020 (11/0114021 cling Ill Api Rei 2020 Alsks. Nick Thamp— Lyndon F. Smirks, P.E Ryan J King, P E 0705/2021 a7ji5W2I OZ=021 WY2021 Approved Revision ZD20 GAP Warner stiek, Robert Nemirs, John W KnerevhM. Fill D9l 09012020 10i=020 12M &2020 Approved 19 a Thermal Fiber -Classic and Smooth -Star Nominal SL130;8&quot;Ncn-Impaa18ql Opaque 12i'31112= No Yes Nb NIA Cautgoel Panel WWI. (909) 545-8350 PE-81882 i352) 367-2520 Catogoll Perot Wells (330) 927-2389 P143409 (8131767-6555 Category; Placing (800)706-3411 PE-59166 (954) 772 6224 Composite Edge Fiberglass Single Door with "Category: Sking chad.di—is&—hard sullic'"gic's,; Sol thompeorlilt.1side, StAWalegary AiphatsPiripses ni'llhiligaramn Sidesitil llral'�.g/otswnl XO' OX or, OXG Compliance Method Eivaluation Report tom a com Contill-ca 111.1hel 2,ni.i Relport acm . Compiler— Method: Evaluation Report It— is Continuous Head and Sill FlorldleRagi radArchructors Licensed Florida Fldd.Rgid.,.dAr�hK,,d�.U--dFl.ddis FloAdis Registered Aroll or a Licensed Florida 20 t Thermal FlIter-Classic and Smoolli-Siblur Nomins 1880391, 0 Sel Non -I IspactWot Opaque l2f3lr2C22 No Yes No NIA Poff—lonal Engine. Profieseskeral Engineer Professional Engineer Compossits Edge Fiterglasso Single Door wth 11010124,11121 Product, Sari Onswrig/Outlevail XO. OX a OXO FLA1319i Products PLAYISM-11% Record, Conbruous Head and Sill configurations) Qual Airessuranot AcestrovedforUss Acaroll for Lisp Impact Quedihirp.— Aremovenifull A-rvd flat User batil Illaw QualhAssurames Amerind! for Use Aparoysid for Urus know Design 21 u. Therml Fiber-Clis"Ic and Smakith-Ster Nominal 68,431 SqWhicul-ImpacitSiquot, Glazed 12J311= No Yes No MIA AMA Prool Modal. Number or Nam IToduct Dinscritifilt Contract libribirlifian no In d= outside RM R41btwd Pressure S-Q 0 Proi Modest. Nm*w or Me— sisal lb—bil Contract lbepirallon, 00. In HVHZ OL"d. H" Itssoot pria— 111511.1 IsIxet C'unrill corshad Expliat ors Data In IjVHZ 0,"d, HVHZ gmambeent Precassure Composite Edge Fiberglass Single Door vvft Sideltal (InsvilngtOutwAng, XO, OX a OXO I Carricank Lap siding liber—mart 'PuIrg 121311=3 Yes Yes MIA N/A 1 a &quct2T&(W.tSl Vert air Sold Voyl Sale 12131r2023 No Yes No MIA 1 GAP Asphalt Roof Shingles Fibmill.—Isloric-130sh Issindinsibud.5-tel 12116=22 NIP Yes M/A NJA Continuous Head and Sill configurstil 2 Hard.Plend; Lap Sidi" lits—ri lapall 12`3112023 Y. Y. MIA WA 2 b. &Wot,,Wlwnce T46Auot: Soffift V.? or Solid ,W Sm 12131,2023 No Yes W WA hipftigs, asphalt shingles 22 v Theml Foar-Classil; and Smocith-Star Nominal 8M39:0&quatNan-1mck%ctSquot Glazed l2isl/2C22 No Yes NO NIA 3 c, 8,quolGtrarbirlar vIntaDo 848dool Vol a Sold V" 901% 12J31=3 No Yes No WA Composite Edge Fiberglass Single Door YAth 4 d &Qufct;DS&ql Scret Van[ or Sold Vvill S.M 12131=23 l'ba Yes No WA Siceltal onswriglOutsviling. KID, OX or CXO 5 .. Lqd,,Chft DIll Sl Vent or Sold VWri Sonk 12131=23 No Yes No NUA Continuous Head arid 911 configurations) 6 f 9quot:Sl Speaqualt SON Vent or al Virl S.M IV31,2023 No Yes No N/A 23 vir Thermal Fbar-Classic and Smooth -Star NomIna 166". 0 lliquot Nor-] nripact8kil Opaque 12M/2022 No Yes No M)A Composite Edge Fiberglass Door Panels with Vented Sidelil OrawngtOubnal XY )GA or X)= Qontillurations) 24 x. Thermal Filow-Classic and arroothaar Nominal Still 0 IlquotNon-I mpactl8cluct Opaque 1 =112022 No Y" No N/A Composite Edge Fiberglass, Door Painels, vilith Vented Sidelitill OnsviinglOubil )K )= or )0= ocerfigurelixins) 25 y Ttemnal Floar.Cla"le and Smooth-Shir Nominal 68,1039:8 11,quorNon-ImpacilSqual; Glazed 121'3112022 No Yes No NJA Composite Edge Pliberglism Door Parels vAth Vented Sidelibel (Inswig/Oubarvinq )0( X>O(W)C= Florida Department of Business & Professional Regulation Pap I (I Florkis Deportment of Business & Professional Regulators Fall I of 1 Florida Department of Business & Professional Regulation pres I bit ophislunificits) Building Codes and Standards 101612021 Building Codes and Standards Building Codes arid Standards 26 z Th�r--TmF;bw-Claio.,dS,,.Wh-Str Nominal Stull illquathlon-trossal9quat Glazed 1213IM22 No Yes No NIA Compoeste Edge Fiberglass Door Parietsvifth Vented sidelle(g) onsviiingloublivill Y'X' XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Date H oonrigurallons) i JAN 1, 1 - 27 za Tharnmill Fiber -Classic and Smooth -Star Nominal 0511l UuMNon-Impactilquat, Glazed 12M12022 No Yes. No NIA Composite Edge Fiberglass Single Door with 3&*39,,0 mmowmwmmmm limplE, : M00 Sol OnsivingtOuteviling, XO. OX cer OXO Entithr or 29LE 2" Dit, Penall- Q2l ondlyar 2911 oat Pending 2" Ently or gn gu Dans Pol 292 26 zo. Therms-Tw Fiber -Classic, and Smootil-Star configuni Nominal Basil Squothlon-Impacilliquot Glazed 12,311= No Yes No MIA varmon Moodischnner coi Enalmil U,—, Validated By Validated Submitted f8Q Assorervall A,—,d man I= Veteran Mosdaimural Contact Frucill-al Licares, Weikel Its VMftd Ado -rag FBC Approval Aciarl "ll V"on Moistener— contact Itnarrear 4, Uic-ste VWI".d By Vandal Submiltsid Ill Abin-1 ADW—sid star - Composite Edge Filbourg lam Double Door v�ft RoVskin 2020 TAMKO Building Pivauct, LLC Koi Edo R ob.1 Nierninan John W. Knazel PE 10414=20 09129,2020 IaAW020 12MSrA20 Approved Ravu. 2020 L.V. Thamosion. Inc doe Thwpwn Architectural Tons Christman Zachary R. Pir" Stevan M. UrIch. PE OSM 712020 owilY20213 09=020 12115=20 Approved Rel 2020 Florida Mansell Products Inc, Cluko­ James L Books, P�E_a Stel M Urser. PE 0W27f2D20 99r25rA20 IOAM020 1211CVN20 Approved 01 Category: Rci (417) 824-6844 PE-59166 (954) 772-6224 Matill ComperyiTANCOIj (813) 24a-308 PF-74021 fI`1T)3I7-8454 Catgarl Roll t9i 783-9400 C 2UCK GrIgirentring (717) 317-8454 oonfillivill Subcategory: Underlinerreents, keent-indernalmnlinn.com Calegorin Roolling toryagomak.wofirrecol 111.1bC.I.ety; Racing Mani that clarkaflem- — PE-31242 29 z.. Tharmal Filbeir-Clissaii. and! Smoth-Star Nominal O&MO liquotNon-Irripsatauquot Glued 12t3l/2022 No Yes No NJA Compliance Method Evaluation Repair tom a subcategory: Facing Accessories; that &reaft Integral Pan ofthe Roi Sysi composite Edge Fiberglass Single Door vth Wrl adellial onevieng/Outini XO, OX a OXO Rdft Registered Atonal are Licensed Florid. Integral Part of Me Ral System Compliance Method: Evaluation Rel froll oberfig.,ib n AC Poliessiral Enral Complissruni Meell Evaluation Roper tom a Florida Flags. red Architect or a Licensed Flonda Florida R.91shined Architect or a U—mad Florid. Professional thones, 30 zd Thermis-TmFiber-Classic, and Smooth -Star Nominal 88 9quotlklon-Impad&quat. Glazed 1213V2022 No Yes, No NA Prolealmal E Wnillne" Cornpoel Edge Fiberglass Double Door .1th FL*123MM Products; FLAMBB"2 Islad"alla 38,11W 0 adeliftess (IrlaWng/Outal OXXO all A—,— Anchavied for Us, Wastes peaken Liolwi&ALZMUK config6ration) 6oK2xkdlgLun Amprol for i Awroved for Use W= Detail 31 ze Therms-TwFibet-ClOWICendSmoath-Star Nominal 7&A'39;0 AquatNon-Impactilqual; Sh2W IM112022 No Yes, No MIA 1101.1 Pr,,L,,t Modal, Number or N— PrQdud DinscrIcAlan In HV%Z 01taid, HYRZ Ra"ard lers.— Quality America Approved for Use Assprovell for Use lumill Deakin Fiesdal Model Nurrlbarr or Nonsis Product Conactripthir, it in NV14z Oulaid. HVHZ RWt,,t P—,, SerisseComposite EdgeGlazed Fiberglass angle I TAMKO Rod Urddayments (HVHZ) Roof undarlsyrrent, forr ..a in F 13C HVHZ 06`21112(123 Yes NO MIA NJA Product Drawbacks, C-tred EXDkM- 09, In HWIIZ Outside di gagat pressura 3 3- PLAMCO Sail 10 Ridge WhAtniint: Aluminum Ridge Vents for artmed root falmested 12131=4 No Yes NO WA Doo, viedit or Without 19#30:2 Sidisbut(s) 1 181:= !"OtIth smile lot rise 20 a.. static roetvicafflial �Rlb bliffl. 09MI2026 Yale Y. MIA WA fro. 0 025' A ... jin X. OK XO or OXO contigionstions) 2 TAMKO Rod Underlayrents (NON-HVIC) Roof undedlaymal for us. n F13C ran +00C CiSrAr2023 No Yes NIA WA 2 TAMCO Gooseenack Von 20 9L OM/2026 No Year WA -0il-52.5 jurisdiction, 3 TAMCO CnIcRidg. Root Vot �ffli Dark 26 its. stall vIth Integrated! tal 0910BJ2026 Yes, Yes NAA WA 4 TAMC0 Round Top 01II-Ridge Vol with Battle for nie 26 a& static rwf�-filk� vith baffle 09K)WON Yes Yes NA N/A Florida Department of Business & Professional Regulation P.PI oil Florida Department of Business & Professional Regulation P.9. I or 3 Florida Department of Business & Professional Regulation peg. 1 .1 1 Florida Department of Business and Professional Regulation Building Codes and Standards lnr421 But cli rig Codes and Standards In'12021 Building Codes and Standards 1 0=2 Building Codes andStandards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �2a mm Y,,In troy cartel Encosearait-kcarriew Validated IN An 221t Date Partial- 2" Vadclacied Butiniftled FSQ Approval A--d V"m ftnufadurw Enfil, or carried Ersaintrull,lUcernea Validated N 291 20 Dali, Panama Valldatad Sudmalfted FQC Actani 210 A,,,,d Code Version Manutacturvir Entity Cantact Enual Ill upon" Validated OM Data Data, pandlitil Do" Validated submitted lelliCAPprovi Approved Idwul FL#5259-R31 Revision 2020 Lormince Kell Jolley J— L R.—isr, P,E Stave. M unch. PE 11123rA20 1111 llrAil cii,g Pal Api Ro',15lon 2020 sel Feeling Ard— Ri LAPNO L"tifiner, Evaluation Gel Walker 1 IJ03/i I 1AD20020 11iM2020 Approved Rel 20M Global Protection Products, LILC Tim Robinson Mile, A� Tilt Jr, RE John W Knedrai PE OWD91i ol 101011= QnWl Approved 92" Entay, o 2= 2a 2= D= Status category: Rel (501) gi 163 Pli 242 (7W)317-8,1541 cosial Reel (801) 380-GNI Services LLC (205) 854-016-3 category Shufters (954) NO-7545 PE-44187 (954) T72-&224 RM Version Manufacturer Canita Engineer & Validated @y Validated Submitted Pending ARoroved Approved SubCsit"garil Rooling Acteascries that mean SLA"rigesur- Recilingli'll. co SubC&"ory* Storm Panel. compliance Ittleflil Evaluation Report from tim,robirsonagpicent Mm Revision 2020 POLYGLASS USA Maur)�Ali:,K License John W I D12612020 1012212020 FIBIC 1211WO20 me"PortoftheRob(IrpSygm Compliance Method: Evesuntion Report lom a CwMll�IRWhadt2�,allmRap�frM2 Product Evaluation Entity a P Il Registered Arch beat or a Licensed Florida Category: Roofing S954233133OSmalpert@polyglass.com Robert Nieminen Knezill P5 Florida Registered Architect ort a Licensed Florida Professional Engineer Subcategory: PE-59166 (954) 772-6224 1 112C20 Professional Lngincer PLAM94tl2 Pral FL#IWMM Products Underlayments F1.07211241111 Isheduccle, Quwky Asuranct Accmed for Use Anarchist! for Use 111gli 21111M Qualitv kasurance Deal= Compliance Method: Quall Assurance Approved for Use Aboroll for Use knout Deakart aw is Number or N.— etvy- W' "d ""'. - "al" Country Product Mentioned- GOIL&AAWAAW0JUA Fiat Pfc011e, - Denver, CC 12131W211 In HVHZ Outside HVKZ No Yes assessment NIA P—,, NJA se(I Product Modal. Num bar or Name Product Description contract Expiration Date Anal for Use Approved Air Use Impact ire HVHZ Outside HVHZ Resistant Pressure Evaluation Report from AK9 21.9-1 Istrecluct Description Ccirdract Fansuallarouse, In Mi 0.1.1d. MVNZ flecturst F— Thatch &amp; "p.ol 1 20 Gage Galvanized Steel star. Panisti Cortugated Galvanized Steel Storm Panels retained 12131 t2O22 Yes Yes Yes N/A a Florida Registered I Dell DA-4 orTRI-BkjiI1Dok-Ajr D" L— Pclypropi Nestle, Roof Vel 12/161 No Yes No -97,5l 17 Saxory SW - State. Shake &arrl Split Shake FIN Plant& - Sloerher. CA 1211 No Yes MIA MIA or not by brooks to provide hurricane protection. Architect or a Licensed MacholaidyAbached to PVmwd Dock, 18 sal am - $let., Shake &amp. Split Si Flo Prol - Ralo� CA 12l'31M20 No Yes MIA MIA 2 24 Gage Galvanized Stel Storm PaheIs1NHVHZ Corrugated Galvanized Steel Storm Panels retained 12131t2022 No Yes Yea MIA 9 Socrory 700 - Shako, state &amip� Split Shake Flat Proffle - Stoeld., CA 12/31,2020 No Yes MIA WA at not by trwks to provide hurricane protection Florida Professional 20 Saxory 700 - Shake Slate 4amp; Split Shake Flat Proffla - Rikuko ' CA 1213jr2Q 0 No Yes NfA MIA Engineer 27 Tal Ewen. f Barcelona High Freels - Katy, TX 213 2020 No Yes NfA WA FL#526M31 Products 25 VIIW L— Proll. - "ty, In( 12/31=20 No Yes MIA MIA Qualky, Assuranc Approved for Use ApREMadjaMa IM= Doolan gig-# Product Model, Number or Name Contract Eadrifion In Hli Product Deancricition Onto Outside HVNZ Resistant Pressure 1 Polyglass Roof Underloyments Roaring underiatimients IW21= No Yes NIA 4WAI-M.5 1 Polygi Root Underlaymerts (HVHZ) Polyglass roof undera" erts for use in Ill 1=2023 Yes No NIA Nil HvHZ junedichores, 2 Polyglass Root Underlayments (ran-HVHZ) PolyglaSs roof underlayrit ents, lor use in 121`23r2023 No yes N/A -NJAI-M.5 FBC noni juredictioness Florida Department of Business& Professional Regulation pap I of 1 Florida Department of Business 9 Professional Regulation Pa. I MI Florida Department of Business & Professional Regulation Pap I oil 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymersts for use in FS0 12123r2023 Yes No NIA N/A Building Codes and Standards 1/2l Building Codes and Standards 117rw Building Codes and Standards V7=21 HIVIHZ jurisdictional. 2 Polyglass Roof Untlerlaymerri (non-HVHZ) Polyglass roof underlayments, far use in 1212362023 No Ill noni juriliallotards yes WA -Nil Product Approval Application Detail Product Approve I Application Deb 11 Product Approval Application Detail 1 Polyglass; Roof Underlaymeni (HVHZp Polyglass rod undedaym ents for use In FSCI 2(2311 Yes No N/A N/A HIVIHZ jurisdictions WINIM I 1 i i RM! 1:5011 I ' i ! ill ill i ill 1 111 ii 1, i I 11 Imlmm-mmlA=�,9,les gq 00 -.%TAA% W ANN 2 Polyglass Roof Underlayments (nw-HVHTj Pollyglass; roof underlayments,for use In 121`2311 No yes NIA -WAI-622,5 92do Ent ty 2M Pik Date Prindina go Chaelasandim 292 f1l IWIty 0 Delay Poldna 1211111 FBC rucuni jurisidoblores. tvide Version Manufaciturer contact Engineer a uce� Validated By Validated Submitted F13C Approval Approved status Varl Conrad End,— III, Licamm Validated S, Validated submitted F&C A-1al Aspraxerd vatesslor; slarisped— Encinme & U� 11,11deldel 5. Validities aLA-NW FSC Approval A .. vid AuWaL 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underleyments for use in FBC 1 W23=3 Yes No NIA Revision 2020 All Arnericar, Sh utters and G lass Mks Barbieri Frank L. Barthel P. E Troy Eal RE. 10i 10AC42020 11 W2020 12J15=0 Approved Revision 2020 Alipre Gliusid jii�. ICC E—liatim Service. LLC Willor, M, Rallarl, PG IU3112020 101224020 1 11,15M20 lijUVA2D Approved Rti 2020 Commi Conospir Proguol Robeirt 0111. S - — is IA. Grestritnerg John Hoy 12116f2c,20 12AW2020 12f2SQ020 oling FSC Appir. HVHZ juriticliclions, C~ry: Shutt.. (561) 712-9882 PE-0046549 (9A-) 947-D880 Cassel Structured Corrpo—L, (321) 710-3377 (4071681-1917 capsecry. strul compoin.nits (013) 659-3707 PE-34245 (35ZISO-5311 2 Polyglass Roof Underloyments (rion-HVI-Ii Polyglass roof under1wrients, for use In 12f23r= No yes NIA -MAI-M.5 subcategory: Stomn Panels mikelp(liall amerscanshuttes Subcategory; T­ Intel- veriviscallpirsdWoom Sub"Oril Products Introduced as a Result of p—eigstev@yish— FSC n.n-HVHZ Itirisdiabords. Compliance Method: Evaluation Report from a r. Pam Crenspilserem Method Evaluation, Raport N— Teohnotaigh, Florida Registered Architect at a Licensed Florida Product Evaluation Entity compliance Method: Evaluation Report from . Professional Engineer F1.6dis Registered Architect or . Licensed Pl.ulsi FLSIM"7 rsxxIu_ Pirolessol Engineer Ill T685l Products Q-11pir A-- Appini W Use Awavadfor Use know beelon QuallIvAssuratice AportivedforUse ApprovedforUse Impact DOW, in fta Procu Pit Modal, Number N Nam Pro" Dow"otion Contractlillosinalon0se In HYHZ Quithicle Hi gwstarg isrussurs, FLAT74406 Sea 0 Product Model, Number or Nam a Prorlwat Description CortUral Expiration Date in HVHZ outside HVKZ RWISIRn Pressure 1 ITW BCGZAJPI- Hloh— Stringth III tamp� a) M.W 0—actor plahe 12f3l/2024 Y. Y_ N/A MIA Ciiiill, A,— Atecrovadimuss Approved for LIU broad Deadcan 1 24go Galvanized Steel Storm Panels 24go Galvanized Steel Storm Panels 1V31f= Yes Yes Yes NVA 2 ITW SCGiAlphe Hinge Plate Metal Comemor Plate IV31/2024 Yes Yes MIA MIA ftu Pro" Modal. Number or Nam Product Desorredoti I, HVHZ Outside HV,2 Resistant Prisiusure 3 ITW 13CGIAll Tittles: metal c�.ta Plate 1213112024 Yes Yes, MIA MIA I Quarry Proms or Commercial Concrete Products Pmacast and Prestressed Cmcara Untels 05/2512024 No Yes MIA NJA 4 lTW8C0iApvwW­ Metal C—all Plas l2la-14202 Yes Yes WA WA Florida Department of Business IS Professional Regulation Ill F2 Florida Deparlmord of Business & Professional Regulation Pap I at Florida Department of Business & Professional Regulation Page 11 Building Codes and Standards 100=1 Building Codes and Standards Oil Building Codes and Standards 91 Product Approval Application Detail Product Approval Application Deall Product Approval Application Detail mi 1 1 1 ErAlt, or Djor Ismane 20 !!! ill 2 Endds, cer ulwzmAm am _1111 IN I Erdft or 20 2111t Date Portion 20 Version Marodscinurair contact mrsediumar 11, u_ Validated! IS, Vaildishad Astiolgid FOCAperal A.21.MW Tim version mantftwrm & ucoms viwia&qld By submitted Ill Approval ADVil 411" Mail Virtallis Manfiecturar Contact Enal—lill Lk—, Validated six Validated Subsnifisidl F13C A—W A,—xd Rel 2020 Mrrok Ine. Erin livaiden ICC Service. LLC ]CC Evaluation Set*.. oul 1/2021 ban GrA21 08,12rA21 Appr-.d RoMaken 2020 Weyerhaeuser, Rob 8.1chvin ICCCE&Yaju onlierleel lain Leress, P F DZ92/2D21 1OM3=20 02=2021 Approved Aftmellon, 2020 Alpha Aluminum Inc. joes, tuvo Luis R. Lomas at— M. ul PE 11ASW20 lififi=20 11120ac,20 Approved catergi shclur.1 compon his LLC, CA-Wy: shidul compors.nt. 1253) 9244470 1008) 839�3288 calagon: Penal visits j401)5W2008 PE-62514 (717) 317-8454 SuIsCorgal T­ Plates (205) 599-9800 Subcategory. rngine,ered Lumber ELdsCatesi Sol .1ph-lumnurnmayin. Comitillocallathod: Evaluation Report from a Compliance, Milli Evaluation, Report from a Cornallishoo Method: Evalusitam Report tons a b.— Product Eivisluallon Fitly Ptocivo Evaluation Ertty Florid. FlogivitamdArchbect or a Licensed Rwida f'LAMG?4tg Products PL*274H I Products Professional Engrale, Wall Assurance Approved far Use Approved for Urds Impact Desim A—,vd ficar Use Apanivild for thres 11131fill Roft FLI114664"S Ingesting 111111 Product Modal. Number W Harna lifinduct Description -salrallon lesee III HVHZ Outside M Istershationt Pressure Product Modal. Numbarm Ram Procluct Description cordrad Expiraltal, Date In Hill outwcb Resistant Promr, Quality Amureice Apprond for Use Approval for Use lnwad RWO 1 MISAHS 18 iss. high strength truescorinsinctor plate 12131=2 Y. Yes N fA MIA I Wiltral LVL Laminator Voltage, Lumber ON31=23 No Y., N/A MIA to" "=' " No Product Dessarittlarn Cant—t Exclindbarn Daus In HVHZ Quirsida MWl Reshlard PU,ur, 2 M1831-18 I a get. Super hilit strength (?us$ owns" plate 1213112022 yes Yes WA N/A 2 Pension PSL Parallel Strand Lumber 031312023 No Yes WA WA Alpin.t. gamp: Vented Auminum 3011Y Alph a Akimlnum Solid 4al Vented Aluminum ON3042023 No Yes No WA 3 wt Is 16 ga, truss oarnisclor plate 12r3lr"2 Yes Yes MIA WA 3 Innyber ad LSIL Landinstiod Strand Lumber 03(312023 No Yes, NfA NJA CMU &amp; wood S.M CMLI &.trip, Wood 4 MT18HS IS ge. high Oreength 1— —ilactor place 12f3l/2022 Yes Yes M,% MIA 4 Tj Rim Board Structural Composite Lumber a Oriented Strand 03,112023 No Yes NA WA 5 KKT20HS 20 gas, high strentith muss, connector plate 12131,2022 Yes Yes MIA MIA 5 Wyens.— R � Board based Rm Board Oral Strand Board Rk, Scud DMI,2023 No Ye5 MIA MIA I TLIS. hill I a go. Inuss corractor phstres 1 V2022 Yes Yes NIA NIA .1 TL20 . MT20 29 ga. trim cormoscuir plets, 12131 a022 Y" Yes N/A WA August 10, 2022 -00 > 0 C) :3 L_ 73 0- 0 'EY) 0 U) a Ch a 2 0 0 C .0 LL CIO 4- Co 0 > ­0 E 2 Cn a) L_ U) 0 CU CU -Iii cn W 3: M cu, C2 E (D E Cilia CIO > 0 > L— CL 0 CDL < feelessill 0 L_ 0— Cl) -feettea M cn -0 0- F— 0 L_ CU Z Z SHEET NO. PA 1.1 V, I ' ! I I I III' I I I I n l I I l l I I - � I __ ➢^' I I` I! !l ' I --- ! I I l I� ' � � I I � � I I Rodda Deparerlerlt of Business 6 Rdasdanal RmWk ion % 1 d! Florida Department of Bufness & Profeaskmat Regulabon paw 1 d 1 Bulding Codas and standards u+arnn Bulding Coda and SWderds ula2mx Pilo" Appimol Applleatlon DatW PmduCt Appfawll Appll4i~ DatW 211h .. QatlL[.t _ 20 ➢ et RdL m m 21k - - iet IMINFAMMMOMMI Well DMIR Do adLe Baas Lai TB" w aaxb4aar asslrraLhol 161,10114A FNAOMM" Anol own no Yee e,.=erdl.. 1Vsk%}Pd FUCAMI Apyw1w 2ma AM.WM 2020 Pd,. owwal J boa IR" aarxe Wmtldx rid DOw AmM L 8uda,.r. 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PA 1. 2 1 I I- I -- I 1 f L1_1 JL i __ I I' I I - - I I I : 1 -1 __ 1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12ri(10120 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30M20 C= Simpson Strong -Tie 2020 FBC Approved Products Updated 1N30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f302020 CMFor Bred Inks to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvers listed below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to ad SST approvers listed below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mar -Dade County Notice of Acceptance (NOA). CLICK HERE. • For addtional information regarding Florida`s Statewide Product Approval System end Mem-Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional Information regarding Fibrlde's Statewide Pronto, Approval System and Mar -Dade County Notice of Acceptance (NOA), CLICK MERE. For additional Information regarding Florida's Statewide Product Approval System and Msmt•Dade County Notice of Acceptance (NON. CLICK HERE. FL#2350-R7 FL#10446-RG FL#104WR5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3- 9/16" and heights ranging from 4.5/16" to 11" Concealed flange ' w Product Modal. Number or Name Product Description , Product Model. Number or Name Product Description AQW Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 1 Tien Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1t4" diameter Titan stainless steel masonry screw 1 A21, A23, AW, A34, A35, A44 Angles 1 ET, BTB. BTH Brick Ties greater than 3-9/16" 2 APA21, APA4, APA8, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 3 AP844, APB44R, APVB66, AP866R, APES$ AP688R, APS1010, APB1 DI OR, APVB44, Outdoor Accents Post Bases 3 C614, CS16, CS18, CS20, CS22 Coiled Straps 5/B" and heights ranging from 9-114" to 16'. FL#9599-R6 APVB44R, APVB88: APVB66R, APVB88, APVB88R, APV81010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25-SOS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT24, APVDJT2R4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 CompressiontTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers Sea S Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC28Z, LUC21 OZ Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, H18, H16S, H16-2, HIS-2S Hurricane Ties 16 LUS series hangers Faoe-mount hangers available in widths ranging from 1-9/16" to 4- 2 S09112, SD9212. SO10112, SDI0212 Strong -Drive SD Connector Screw 6 APL4, APLB, APT4, APT8, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-to-Colurm Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 518" and heights ranging from 3" to 10-15/16' 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLJi26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-5DS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-5DS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1,5, HSS2.2-SDS3, HSS2-3SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3 HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15116" to 19- V2" 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z, CJT5Z, CJT6Z Concealed Joist Tian 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twiat Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCR271400 11 DJ r14 Deck Joist Tie 13 HTSQ16KTZ; HTS020KTZ Heavy Twist Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strang -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tia Anchor 9116" to 3-9116" and heights ranging from 3-1115'to 13-3/4", 7 SDS25112; S0825134, SDS25200, SOS25212, SDS25300, SOS25312, SDS25412 Strong-Dme BOB Heavy -Duty Connector Screw 13 FC4; FCS Framing Clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255W. SDS25800, SDS25600 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SOS25112SS, SDS25200SE, SOS25212SS, SDS2530OSS, SDS25312SS Strong-Drtve SIDS Heavy -Duty Connector SS Scree 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-911G'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-Ficor Screw 16 H2A, H2.5T, H8, H10A.2, H10S, H14, HGA1 D Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light TwAt Strap 6" and heights ranging from 2.5/8" to 11.114" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FLAN0007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12.. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 t 30, L50, L70, L90 Angles 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps gee X Product Model Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4803, MSTC66B3 Pre -Bent Straps &NJ Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATRW. ATR3/4 Threaded Rods 22 LS30, L650, LS70, L.590 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to W'. 3 SP3/8-2, BP1/2, BPI/2-3, BPS/8-2, BP518-3, BP314, BP314-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSI28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x6-16, NCA2x10-18, NCA2x12-IS Bridging 2 DGBF series hangars Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW1t2. CNW5t6, CMN3/4, CMNS/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR181, LSSR2.1, LSSR2.37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeabie/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIS, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 r2" to 3- CTUD98, CTUD99 27 ML232, ML247, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1314" to 3- 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connecter 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC.. RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115; ST2215, ST6215, S76224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/7' 10 URS3 3f8" Uplift Rod Run Todown System 32 RST-3 Roof Tle-Down 34 TB20, TB27, TB30, TB36, TB42, TB48; TB54, TB56; T860 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod RunTiedown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIO, TW812, TWB14 Wall Bracing 1/4" and heights ranging from 11-114"to 37'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedo n 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8" 13 URM 314" Uplift Rod Run Tiedowm System 35 TJC37, TJC57 Truss Jack Clips 37 WB100. WBIDOC, WB126, WB126C, WB143C Well Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1I V to 7- 1/8" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" y3t product Model. Number or Name Product Description §2gl Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sea A Product Model. Number or Name Product Description 1 CBHZ37x5.5, 0131­12.37x7.83, C13H2.37x9.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HOC1014, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114 c, 8- 3 HDQ8, HHDQ11, HHDQI4 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116'to 3-9/18" and heights 7/8" and heights ranging from 7-117'to 32' 4 HOU2, HDU4, HDU5, HDU8, HOU11: HOW Holed -down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strapstyle purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63•SDS, HGU5.25•SDS, HGU5.50-SDS, HGU5.62SOS, HGL17.MSDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from IV to 33". 6 L.STHD8; LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2 HHRCN1.81, HHRC44, HHRC5.25/3.25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/16" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector W" and heights ranging from 5-6/16" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widthis ranging from 3-1/8" to 9 PA18, PA23, PA28. PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210: LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50.SDS, HHGU5.62SDS, HHGU7 00SOS, HHGU7.25SDS, Face -mount hangers 3.9116' and heights ranging from 5-318" to 13-11V' 10 PA118, PAI23, PA128, PA135 Strap -style purlm anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from I-9 I(T'to 5- 11 STHD10. STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS28.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Fare -mount hangers 1/2" and heights ranging from 3-7116'to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 1D TC24, TC26; TC28 Truss Clip HHUS7.25110 version (HUSTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422; Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16 c, 7- 12 THAI1.81122, THAI2,D&22, THAl2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 'U8" and heights ranging from 5-316'to 28". 13 THAL42Z THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU26, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5.5/8" to 32'. 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange 5/B" and heights ranging from 9.118" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9MIY' and heights IS VTCR Valley Truss Clip greater than 2-9/16" ranging from 5-318"to7.14' 10 HUCQ1.81/9SOS, HUCQ1.81/11-SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9116" and heghts SOS, HUC0410-SDS, HUCQ412SDS, HUCQ5.2519-SOS, HUC05.25/11-SDS, HUCQ610- ranging from9-3116"to 13-118" SOS, HUCQ612-SDS • �, Simpson Strop _Tie 2020 FBC Approved Products Updated IZ1"20 Simpson Strop "Tie 2020 FBC Approved Products Updated 12/30QO20 ®Simpson Strong -Tie 2020 FBC Approved Products Updated 1211(220 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ®For direct Inks to all SST approvals listed below, CLICK HERE , For direct Inks to all SST approvals ousted below, CLICK HERE fa direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to ell SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mar -Dade County Notice ct Acceptance (NOA). CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Maui -Dade Canty Notice of Acceptance INCA). CLICK HERE. « For additional information regarding Florida's Statewide Product Approval System and Mar -Dade County Notice of Acceptance INCA), CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NON, QWL ercac 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FLAN 1460-R5 18 SI BV1.56, SILBV1.81, S1LBV2.06, S/LBV2.37, SILBV2.56, S1LBV2.68. SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8"- S/LBV3,56, S1LBV3.62. S1LBV4.06; S/LBV4.12, S/LBV4.28, S1LBV4.75, SILBV5.50 6 Strong -Bolt 2 (ST62, STB2.4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ ashes hangers Top flange hangers available in width of 1-8116" and heights 3e4 X Product Model, Number or Name Product Description 19 S/LTT20, S/DTT2Z, S/HTT14, HT74, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SJMST72 Straps 118 mil (10 gory 7 Titen HD (THO-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Then HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SPS Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-IrZ* 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUC0310-SOS Joist Hanger 22 SSP, D,SP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in vddths ranging from 5-1 /4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 23 SfC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1t7' 5 THG02-SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3-SOS4-5, THGQH4SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37834RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/1e" to 5- 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THO37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -Ali MA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118" FL911473-R5 FL#13964-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Ig" Product Modal. Number or Name Product Description Sec # Product Model. N u m bar or Name Product Description FL#16230-RS 1t8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCQM3 62SDSG; CCCQM4.62-SDSG, Product Description 3 HIS, H16S,H18-2;H16-2S Hurricane Tie CCCOM5.50-SDSG 1 AT-XP AT-XPHgh-Strength Acrylic Adhesiveforconcrete ormasonry FL#10960-R5 4 HETA12, HETA16, HETA20, HETA24; HETA40 Embedded Truss Anchor 2 ECCLOM3.62G4KT, ECCLQM4.62G•KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLOM05.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Safi ii Product Model. Number or Name Product Description 6 HGAM1D, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong•Bolt 2 (STB2) Strong•BoR 2 Wedge Anchor for masonry 1 ABA44, ASA44R, ABA46, ABA46R; ASA86; ABA86R Adjustable Post Base 7 HHETAI6. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25. HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5. ABU5-6 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3•SDS2 5, LGT4-SDS3 Girder Tiedowen 4 LGUM26-2, LGUM26.3: LGUM26 4, LGUM28.2. LGUM28.3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Tden HD (THD•H4SS, THD-HSSS, THD-CSOSS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU101DR; ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM2103, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META16, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12/11.25. MBHA3.5W.25, MBHA3.56/9.25, MBHA3 56111.25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC41R, ACE4, ACB, ACBR, ACES Post Cap II MS'TAM24, MSTAW8, MSTCM40, MSTCM60 Strap Tie for Masonry M64A3.56/11.88, MBHA3.56l14, MBHA3.5Bfl6, MBHA3.56H8; MBHA5.50f7.25, 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50/11.25, MBHA5.50111,88. MBHA5.50/14, MBHA5.50/16, 6 C644, CB49, CB48, CB88, CB88 Embedded Column Base MBHA5.50118 7 CBStQ44-SDS2, CBSQ46-SD82, CBSQ66-SDS2. CBSQ86-SDS2, CBSQ88-SD52 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.5611 1 .25, MBHU3.56111.88, MSHU3.56/14, MSHU3.56116, Masonry Beam Hangers FUf16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1/4" to 9-1t2" and F1.011496-R5 MBHU3.56118, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50/1I 88. MBHU5.50/14, W2 ranging from 3.518" to 7.112" MBHU5.50/16, MSHU5.50118 sea x Product Model, Number or Name Product Dawrlotion 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with WI ranging from 3-114" to 9-1/7' and Sec # Product Model. Number or Name Product Description 1 X34B1018-5K X1 S1016, X1 B1016.4K XQI S1016, XQ181016-41K NI O-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5/8" to 7.1/2" 1 OTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPTe6Z, CPT88Z Concealed Poet Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-R6 2 XLQI I4T1224. XL011461224-2K #12.24 Strong -Drive XL Large -Head Metal Sag -Drilling, Tapping 11 EPB44A, EP644, EPB46, EPBW Embedded Post Base 3 H03B, HD58, H078, HD9B Bolted Holdowns Screws with fly Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTTS-314 Tension Ties Sec # Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT205, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SOW22500, SDW22600, SOW22838. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SOW22SU 4 X0114SI224, XQ11481224-2.5K X114S11224, XQ112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MPB44Z, MPBe38Z, MP668Z Moment Post Base 2 SDWCI5450. SOWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, FEW. PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SOWH19400DB, SDWH19OWD6, SDWH19800DB. SDWH191000DB Strong-DrNe SDWH TIMBER-HEXSorew 5 XU34SI016, XU3481016-5K #10-16 Strong-Dnve XU Metal Sect -Drilling; Tapping Screws with 17 PBS44A, PBS46; PBS66 Embedded Post Base 4 SDWH2740DG; SDWH27500G, SOWH27800G, SDWH271DD0G, SDWH27120OG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base kal Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300. SDWS16312. SOWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16; PC46-15, PC48-18. PC64-16, PC66-16,. EPC44-18. EPC48-18, EPC48-16, Post Cap 1 SEW8x24, S87/8x24, 5B1x30 SB Anchor Botts 6 SOWS119600, SOWS19712, SDWS2240D,SDWS2250QSDWS22512, SDWS2260Q Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC64-16, EPCBB-18 2 SST816, SST620, SST824, SST828, SST834, SSTB36, SST816L, SST820L, SSTB24L. SSTS Anchor Bots SDWS22800, SOWS22900, SDWS221000, SDWS221100, SDWS221200, SDW5221500 FL135320.R0 20 PC4Z, PC4RZ, PCSZ, PCBRZ, PCSZ, PC8RZ; EPC4Z, EPC4RZ, EPC6Z, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS2'2300D8, SOWS2240008; SDWS22500DB. SDWS22600D8, SDWS72800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS2210DDDB Sea # Product Model. Num bar or Name Product Description 21 PPB44-4Z- PPB44-6Z Post Base 8 SDWS2231208B, SOWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FLAN3872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FC849.5, FCB411.5 Bypass Framing Fued-Clip Connector SDWS271000SS, SOWS271210OSS 3 FPHSD34S1016, FPHSD3481018, FPHSD3481018-5K. FPHSD3451214, #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- SSe s Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD3461214-5K Drilling, Tapping Screws FL#10866•R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC625 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors y4gg Jj Product Model. Numtler or Name ProductDescription MST148; MSTI60, 14181-172, S(MST27, S/MST37, VMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS3C, HTS30C Heavy Twist Straps FUN5363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SC847 5, SCB49 5, SCB411.5. MSC845.5, MSCS47 5 Bypass Framing Slide -Clip Connector 3 GH46S, GH46-8, GH48-6. GH48.8, GH410-6, GH410-8. GH66-6, 01-166-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2115, ST2215 Straps 33 mil (20 go) 3MILE Product Model, Number or Name Product Description 8 SCS32-5197, SCS62-5/97, SCS52-5tl18. SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH81D-8 6 LSUSH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS ISS5, AS 18SO 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head•of-Wall Slide -Clip Connector 4 GLB6A, GLB5B, GLB5C, GLBSD, GL87A, GL57B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 201-15 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC825, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS1e, LTS18, LTS20 LightTwistStraps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Shut Connector 6 HGLBA, HGLBS. HGLBC, HGLBO Heavy Gluem Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mill (IS go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shoudered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC88, MSTC78, ST8238 Straps 68 mil (14 go) Screws 8 UPP10-SDS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS18, MTS20: MT830, MTS24C, MTS30C Medium Twist Straps 13 XQISIOI8, XQ1 B1016-414, XQIS1214, XQ181214-3.5K, XQ78S1224, X07861224-3K, #10-18 #i12-14 and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Unrversal Retrofit Foundation Plate 12 S/81,56, S1B1.81, S1B2. , SlB2.37, SB2.56, 5tB2,68, SlB3.12, S1B3.56, S/B3.fi2, 5164.06, Top Flange Joist Hangers FL#15730-R4 X01I4S1224, XQ114131224-2.5K, XQI 12S1224, XQ11281224-2K, X346101 8-5K; Tapping Screws S(64.12, S/84.28, Sv64.75, SIB5.50 X1 S1010, X1B1016.4K, X1S1214, X1B1214.3 5K 13 S(BA2.1218, SJBA2.12fl0, S)BA2.12/12. StBA2.12/14, S/BA4.1818, SI3A4.18/10. Top Flange Joist Hangers Product Model. Number or Name Product Description StBA4.1&12, S/BA4.18/14 I ET -HP Adhesive Anchor for concrete 14 SM 1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS. GW-50. GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SMD8S, SIHD8B, SMDIOS; S/1-1010B, SIHDI5S, SA4015B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 S/HDU4, S/HDU6, SIHDU9, SJHDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete August 10, 2022 Q� N O O O O Q L O .Cn Cn OCU f -0 cn Q Z Z W J s✓ lip ou -o CV > ra.a 0 r ro C.9 r- zit co x . Q ro N -i -p � d" o N d t ey E «- c C, Q 3 3 au ar � u c� c o N G � E ry o 0 CD E M > 0 > L CL U O L� W W 1 O L� W W Z Z Z Q J d SHEET NO. PA 1.3 '1 L - =tLI I +� k ,l6- CD MIAM!•QADE 3D-DADECOUNW PGT Industries, Inv. PGTIntiustries,inc. > C- U Z7 O -; rmtoDUCTCWTROLSEC11Otli a) Q O O O PGT" Industries. Imo. 1ltlM sw,o ids Roots NOTICE OF ACCEPT AsNCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � Cie 474 DEPARTAIEIQ T QY REGULATORYAt LCO1�Pt7�rdIC itESOLrit GE5 Qt$11 } M9�e i 3317i-2#74 BOARD AND CODE AD3MUSTRATIONDMSION T (7$6) 3 Li-2590 F UM 315-2594 NOTICE OFACCEPTANCE: CCEFTs NCE: E 4'IDENCE S 'B TED U) NOTICE OF ACCEPTANCE {NaA) WWW_W 0=A1ade_eevlecenomr 1. Evidence submitted under previous _ 0A A. DRAWINGS B. TESTS (continued) D. QUALITY ASSIM4, TCE 1 _ Miami Dade Department of Regulatory and Economic Res�es (RER)_ - � V' CD -p U cD '0 2 PGT Industries, inc. 1070 Technology- Dri e, 1- Manufactimes, die drawings and sections. mg 5. Test eat 1 Air Infidiraticin Test, FBC, TAS 202-94 report ) P� 0 O a) North Venire, FL 34275 (Srtbotiffed under JV0A Xe.11-0107 04) 2) Unifoms Static Air Presuree Test, per FBC, TAS 202-94 E. MATER —%L CERTIFICATIONS _ � O LL S Cam: 2- Drawing No. Dili 5570.0, titled "Vinyl Sliding Glass Door NOA aW, sheets 1 3) Water Re stance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No_ 15-0528.14 issued to Vision Extrusion Limited forth& C) M This NOA is being issued under the applicablerules and regulations governing the use of casstrvctionmaterials. The through 21 of 21. prepared by manufacturer, dated 1&05115, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -%%% l e Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15. , rn � O O documentation submitted has been reviewed and accepted by A iami-Dade CoumlyRER -Product Cow Section to 04105/17, signed and sealed by A. Lynn Mom', RE. 5) Cyclic Wind Ptesme Loadiing per FBC, TAS 203-94 expiring on 0930A9. C/) a) L w Q be used m NFami made Couamy and Qdwrsreaswhtre allowed by the Am&ority Having ]tuiadictim (AIM. 6) Forced Entry Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-W20,08 issued to Vision Extrusion Limited forthek -`X7 L cn O Q This NOAshallnotbevandafiffthe expumban date statedbelow_TheN iami-Dade County ProductCcntroi5ecion B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass doo,prepared 1000 Tan 242 and lighter Shades (Non-NUdw) Rigid PVC Exterior Extrusions for F- � .� U) G( (In ASiami Dade County) an&orthe AW (in armsodw thanMnnu. Dade County) reserve the right to have this 1_ Test report can 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 by Fenestration Testing Lab, Inc.. Test Report No_ FTL W49, dated 1 L0tn5, signed and Wmdows and DooiV, dated 12/08,1 d. og4kg on 1212921_ product or material tested for quality assueancepuiposes. If this product or material fails to perfornnin the accepted 2) Large Missile Impact Zest per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 12?04/15 and 02 11116) 3- Notice of Acceptance No. 15-0528.15 issued to Vision Exirtisio n Limited for their manner, the mam6ct u?es will incurthe else of such tesbng andthe AH7may tm oRdiatelyrevoke,nse dam, or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6. Test repot on 1) Air Infiltration Test, per FBC, TAS 202-94 -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the night to revoke this withrnarioed draw and installation din of 1 -u � ass' . �pa'� 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 U7ndows and Doors"- dated 08113115. expiring on 09/3011+9. acceptance, if it i3 dew byI_�tiami-Made CountyProduct Control Sectiouftt � product ormatecial fails to meet 1he re is of the liable b code- ' ` 'ealed by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12� )7/15, signed alai 3) Water Resistance Test, per FBC, TAS 202-94. 4_ Notre of Acceptance No_ 16-07I2.02 issued to ENERGI Fenestration Solutions USA, 'This product is approved as described hebleffi andhas been designed to comply with the FloridaFlxdBuilding Code. Idalrnis Urn (T report �° d) by ego, F_ E. (Test revised on 0�. i 5116 and 02r.2411 4 Missile Test FBC, TAS 201-94 ) Large Impact Per Inc. for their "T?l�t 3O�i0 and Lighter Shades (Non -White) PVC Exterior (N ) Rigid including the High Velocity Humcane Zone 2, Test report on 1) Air Infiltration Test, Per FBC, TAS 202-04 5) Cyclic Wind Premne Loading per FBC, TAS 203-94 Extrusions for R-mdow:s and Doors" dated 0-0115116- expiring on 02.0401. DESCRIPTION: Series "RA7012 770" Vbm i Sliding Glass Door (Reinforced) w/w-o 900 & 13..0 corners-L11�LL 2) Uuifomn Static; Air Pressure Test, per FBC, TAS 202-94 -uP �wm viny Shy$ P prep along with marked and instatratiots d of 1 s door, 5. Notice ofAcceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, "Bronze APMOt AL DOC[ML-N-T. DrawingNo. MI D-5{7U 0 RevB, titled "V Glass Door sheet rnyl Sliding Cat h�i)"_ 3) Water Resistance Test, per FBC, TAS 202-14- by Fenestration Testing Lab, Inc_, Test Report No. FTL 8552, dated 12104115, signed and Inc. for their and Lighter Shades of Cap Coated Rigid PVC Exterior 1 through 21 of 21, prepsredby mania domed lO OVI 5 and last revised on 02101, 21, signed and seed by 4) Lame Missile Izrtpa,rt Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E [Test report on 02115e201t Extrusions far Vmdows and DooiV darted 09/15116, expiring on 04/1&20. , A. Lynn Miller, P-E.. bearing the Miand-Dade CountyProdactControl Revision stanza with the Notice of 5) Cyclic Wind Prewure Loading per FBC, TAS 203-94 7. Test report 4n 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, -White Acceptance number and expiration date byline Mann -Dade County Product Control Section- 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc- for their Rigid PVC Exterior Extrusions for Windows and Doors" dated 1'$S UX LWACT R.ATLYG: Large and SmaaliMiissik impact Resistant along with marked up drawings and installation diagratu ofvinyl sliding glass dots, prepared 3) Cyclic Wind Prey Loading per FBC. TAS 203-94 08110r77, expiring on 02/28118. byFe�tiation Testing Lab, Inc. Test Report No_FTL &U6. dated I IA 115, signed and along with marked -up drawings and installation diagrams of vinyl sliding glass door, �pamd 7_ Test reports No(s). 10---792(A), 10-06-M0527- 535753-09. per ASTN E-84. limitations: 1 _ See table 1 (,sheet Z) and table 2 (sheen for applicable SGI) unit sizes, design p ores, msnfarcemeuts types, sealed by Idahois Ortega, P_ E. (Test report revised on 01 AX46 and 02)110-016) by Fe Lion Testing Lab, Inc., Test Report No. FTL 6639 (samples A-1 thru A-22), dated AST 1929 and AST MD-535. issued by EXOVA to Vision Exton for cellulosic glass types, sill riser(see tables B-1 & B-2; sheets 7-8) and anchor layout sheets requirements in 11 thin I tat _ 1 Test an 1 Air Infiltration Test, FBC, TAS 202-94 rely ) � signed and sealed! by Sorge A Canso, P. E. (Submriffid under Nti_4 I1 a. I1- 11 /19/10, ' composite material 2. Rigid White PVC, Tan (Non -white) Rigid PVC sndBroum coated (Paused or lami�t� white Rigid PVC toUniformUnifoStatic be St 2) Uniform Air Pressure Test, per FBC, TAS 202-94 d10?, (►<rTj (Sutintiltt�ti Fitrtdet :Y4.4 :�'o.11-f114T.01) labeled per seftrettoedNOA'siequemaetts_ 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 8_ Notice afAceeptanee No. 14-0916.71 issued to Kuraray Amen_: Inc- for their 3. Egress operable doers mast rs:nsptywith min clear wig or height per FBC requirement as appdicatble. 4) Large Missile It Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 `Berm tr}tiGlas {Clear and White) Iateriarer", expiating on 07f04? 18_ 4. Pocket walls under separate approval, to be revie wedby Building official 5) Cyclic Wind Fressme Loadingper FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.1i1-1117.01 issued to Kuraray America, Inc_ for their L ABELLNG: Each unit shall bear a permanent label with the mammfaciure's name or logo. city. state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test perFBC, TAS 201-94 '`Tro.4. 619• Ultraclear. Clear and Color PVB Interlatyers", expiring on 07.108/19. following statement: " 143iami-Dade County Product Control Approved %noted herem- sharing with manned -tip drawings and installation diagram of vinyl sliding gbm door, paged 5) Cychc Rrnid Pressure Loadingper FBC, TAS 203-94 RENE AL of this NOA shall be considered of er a renevvai application has been filed and there has been -no by Fenestration Testing Lab, Inc., Test Report No_ FTL &U7. dated 12/K15, signed and tfj Forced Entry Test, per FBC, TAS 202-94 F. STATEMEi�TS change m the applicsWebuild ng codenegativelyaffecting the perib manceofthm product- sealed by Idabris Ortega, P_ E. (rest report revised on 02115116) along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared i- Staternew letter ofconfomrance with FBC-SthEdition (2014) and FBC-OkEdition TERAR AT10N of this NOAwriil occur after the espiratican date or if there has been a revisit. or change is the 4. Test report on 1) Air Infiftnitian Test. per FBC. TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ FTL 6337 (&vnples A-1 thin A-5) dated (2017)„ issued by manufacturer, dated 0& 14/ 17, signed & sealed by Lynn Miller, P.E_ materials, use, andlor mamdacture ofthe product orproce as. Misuse of this NOA as anendonement of anyprod ct, 2) Uniform Static Art' Pressure Test, per FBC, TAS 202-94 12106110, signed and sealed by Jorge A. Cmso, P. E. (Subm imed under A 10A N"o.11- 2- Statement Letter ofrn financial interest, dated 04118/17, issued by manufachnw, signed for sales, advertising or any otherpurposes shall automnic ally terminate this NOA. Failuretea couplywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107 09) & sealed by Lyme Millet. P.E. seection of this NOA shall be cause foriem ination andremoval oi`NOA. 4) Large Mok Impad Test pef FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. ADVERTISE-MNI': The NOAnumber preceded by the words Nfuuni Dade Coumy, Florida, and followed bythe 5) Cyclic Wind Pressauze Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No. 17-0387, dated 05,115117, signed by Ishaq Chan L P_E_ expiration date maybe displayed is advertising literature_ If anypattion of the NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 2 i _ Anchor verifis�tictn calctllatious and structural with FBC-�014, y ', c done in its entire tat'- akin with marked drawings and m=13ation of VM slid dour_ g uF diagram y1 � ln'eP� y prepared by PGT. dated 1 �109r15and Last revised on 02 i 511fa, signed and sealed by OTHER IN SPECITON : A co of this entire NOA shall be provided to the user b manu actmer or its distributors and try l by Fenestration Testing Lab, Inc_, Test Report No. FTL 8_548, dated 12104115, signed and Anthony LMuller,P.E. (Submifed under1;'Q.4.Xv.15-121©.61). 1. Notice of Acceptance No. IS-1210.01, issued to PGT Industries, for- their Series "557012770" e� 9 shall be available for inspection* at the job site at the request of the Building Official. sealed by Idalinis Ortega, P. E. (rest report revised on 011"46 and 02/11116). 2. Glazing complies with ASTM E-1300-09_ Vinyl Sliding Glass Door (Reinforced) - L.DI.L`', expiring on 04/14121 _ "Ibis NOA revises & renews NOA#2044-V.05 and consists of this age 1 and evidence pages E- 1. E-2, E-3. E-4. ?!,�, �,� k F �: •• �i h ,,.L. t., �R •r- �; `� E-i & E-6 as well as approval dock meted above_ The submitted documentation was reviewed by Isha+q T Chaunda, PE' q I, C9tasda P.E. Ishaq I, Cha1♦da. P.E. i d `•, ti � iskaq L Cktr>ida, Par. Z � a c - o Product Control unit Supervisor Product Control i;ssit Supervisor Product Control Unit Super -riser Q E c� NOA No. 21-828503 NOA No. 21-#205.03 NOA No. U-8205.03 NOA No. 21.ON- A3 �_' a riteuve►taNt Cr�utetY Expiration Datet April 14, 2826 j� Expiration Date: April I4, 2826 Data: lfatrck 25, 2011 Expiration Date; April 14, 2026 Approval Date: klsrrk 2021 Expiration Date: Argil 14, 202d H a N = `O 5 ,, • rf n� Approval Date: March 26, 20:1 .approval Z5, Approva 1 Dane: March 25, 2021 Page 1 E -1 E -: E -3 dcu CU cm s c i c � a� E 0 u i 0 PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE St;BMTTTED 2. Evidence Submitted under re�l-ious submittal P E. MATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted . Quanex Part Su er Bunter Standard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0.881 BTU-W hr.-W F, ASTM F 1249'41'VTR Pass, ASTM D3985 Oxygen -Pass, AS71M E A. DRAWINGS 1. Drawing No. DID-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA W' sheets 2190 I.G. durability No Fog Pass. (Sabot if ed under pretvious N'04 No. IS-M409. fly) 1. Draining No. DID-5,570.0 Rev B. titled "Vinyl Sliding Glass Door NOA a", sheets 1 l through 21 of 21, prepared by manufacturer. dated 10,05115 and last revised on though 21 of 21, prepared by marrufacturm dated 10,e05/15 and last revised on 0210121- 04,122n-0. signed and sealed by A_ Lynn Miller, P-E 6, Qua= Part Dur sea al complying with ASTM C519 Thermal Conductivity 2.22 BTU -in' signed and sealed by A- Lynn Miller, P.E. Cn hr_ft=-aF, AMM F 1249 WV'TIR Pass. ASTM D 1434 Argon Per Pass, ASTM E Note This rrtrision consists reel t of same existing installation screw with flat head_ B. TESTS 2189 I.G_ Durability No Fog, ASIM E 546 Dew Point Developt�t 20aF in 48 brs_ 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 (Submi Ned under AW 4IVir 15-046-0 05). 2) Uniform Static Air Prime Test, Loading per FBC, TAS 202.94 7_ Vision Extrusions_ Ltd- Parts complying with PVC-.AAMA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Prof ites for Vision Ex rudom, Ltd. VEX-1 by 1. None- 4) Large Missile Impract Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Ctaiftcation Program (Submwed tinder A'O.4 JV& 15- 5) Cyclic Wind Pie Loadingper FBC, TAS 203-94 0409.05) C. 1- ALCL1LATIOIYS along with matkedup drawings and installation diagrmn ofall PGT Industries, Inc- +r> 8_ Vision Extrusions, AAM Ltd_ Parts complying with PVC -AA 303-13_ None - 1_ None representative units listed below and tested to qualify Dowst 791 and Dowsil 993 silicones. (Submi fed under NOA.V'a.1 5-0469. 0 S) N O prepared by Fenestration Testing Laboratory: Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Cb oride (PVC) Exterior D. QUALITY ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Window (unit ft in paoposal), dated 09.,03r' 14 Profiles for Vision Extrusions, Ltd—VEX-1 by AMNIA Fenestration Exterior Profile 1. -lade Department of Regulatory and Economic Resource (RER). � � FTL-20-2107.1, PGT SGD780 Ahl�un Shding Glass Door (unit 7 in proposal) FTL-20- Certification Prop= 2107.2, PGT CA740 A1mn OutswingC4sement Window (unit Sur proposal) FTIr20- 10. Notice of Acceptance No. 18-1217.14 issued to Enlerg t Fenestration Solution, USA Inc. for E. M.ATERIAL CERTIFICATIONS. M 2107.3, PGT PW7620A Ahmoanum. Fixed Window (unit 9 in gtoposao and FTL-20-2107.4. their Tan 3040 & light shade (non -white) Aline Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 19-0305.02 issued to Kuraray America, Inc. for their > PGT PW7620A A1uritinum Fixed Window (unit 10 in proposal) dated 07/13120, all signed Windows and Doors'", expiring on 02/0421. "TrosHolt iltraclear, Clear, and Cater PVB Glass Interlayers", expiring on 07i0Sr4. � O and sealed by Idahnis Ortega. RE. i 11_ Notice of Acceptance No. 18-0122.02 issued to EntezgFenestration Solution, USA, Inc, for 2. Notice of Acceptance.Na. issued toKurarati America, Inc. for their i their sebdes "Write Rigid PVC Exterior Extrusions for Windows and Doors', expiring on "SentryGlaas (Clear and Ulwe) Glass Interlavei ", expiring on 07104123_ � !- lam' C. CALCULATIONS -1* 02/28123_ 3- Notice ofAcaeptauce No.18-1106.10 issued to Vision Extrusions Limited for their' Brown O Q 1. Anchor verification calculations and structural analysis, complying with FBC 12_ Notice of Acceptance No_ 20-0203.03 issued for Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020) dated 0412220, prepared by nrarntfactfarer_ signed and sealed by their `Bronze &light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", expiring on 0913024. L� V Anthony Lynn Miller, P.E_ Windows and Doors"-. expiring on 04116125- 4_ Notice ofAeceptanre No- IS-1106.11 issued to Vision Ferns Limited for their series 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. "V°E 1000 Tan 202 and lighter shades fan -White) Rigid Cellular PVC Exterior D. QL�ALFTi ASSL iCE F. STAMIENTS Extrusions for Windows and Doors7, expiring tin 1229,21. � O Miami -Hatt; Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC 7a Edition (2020), dated 0+2.2.•20, issued by s- masnuf curer, signed and sealed by Anthony Lynn Miller. P.E_ F. ST ATE3W. TS E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by mamnifacturer. dated 1_ Statement letter of conformance to FBC 716 Edition (2020), dated 02,01121, issued by O 1_ Notice of Acceptance No. 19-030 .02 issued to Kurarar .America, Inc, fortheir 04/18/20, signed and sealed by Anthony Lynn Miller, Pam_ n-am hchm, signed and sealed by.Anthony Lynn Millet, P_E. � "TrosUbW Ultraclear, Clear, and Color PVB Glass Interiayers.. expuing on 3. Private Labeling Agreement document between PGT dated 03,30115 and signed by all 2- Private Labeling Agreement dated 0310&21 between PGT Industries, Inc. and CGI 07/08,124_ involved parties. Windows and Doors Inc_, signed by Dean Ni Rluark, P.E., V.P. Engineering, on behalf of U m 2- Notice of Acceptance No.17-M&02 issued to Kuraray America, Inc. for their "Sena-yGhs9 ", both € mpanies- Q (Clear and White) Glass Interbl ers expiring on 07i041273. G. OTHERS 3- Notice of Acceptance No_ 18-110610 issued to Vision Extrusions Lunded for their "Brown 1- This NOA revises NOA# 17-0 tltl06 (PVT w)CGI) and updates to FBC2020 (7* Editor), G. BOTHERS � Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 042121_ 1_ This NOA revises & renews N0A# 20-04?�9.05 (ILA wiCGI), expiring 0�4J14126. for Windows and Doors", expiring on 09i30124. 2 _ RER Test proposals a'#19-I155 dated 011101i0 approved by Isltag l_ Chanda, PE -expiring 2 n . The current associated PL.4 CGI fr7e #2 i-020'�,Ol, expiring 04114,..fa O i- � 4. Notice of Acceptance No.18-11016i.11 issued to Vision Extrusions Limited for their 04114121. seine's "VE 1000 Tan 202 and lighter shades (Non —Alike) Rigid Cellular PVC , � �:*�+s j � L f!1 "��e, / 1 �Gv ( � �T?�-�.. �_ w Exterior Extrusions for Windows and Daaors", expiring on 1209/2L �4 q /f I 1 � ishaq L tlanda, P.E. lsknq Z Ckanda, P.E. Z J Iskoq L Chanda, PE. Product Control [.nit Supervisor Product Control fait Supervisor Z Product Control Unit Supervisor !OA No. 21 ii20;:63 N©A No. 21-0205.03 NOA No. 21-0205.03 Expiration Date: April 14,2026 Expiration Date: April 14.2016 J Expiration Date: April 14, 2026 Approval Date: March 25,102I Approval Dane: March 2a, N.11 a Approval Date: Hard: US, N21 E -5 E -4 SHEET NO. August 10, 2022 PA 1.4 -F+ Q� MIAMMDIADE MIAMI-DADE COUNTY Q- C 0 O PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC N C'- L to -O A- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED +� a5 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovteconomv =3 Cn N -O U 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O0 O -i N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C CL C: Setiner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l o f prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. dated March 24, 2003 and Drawing No. „ „ 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12 ' O CU `0 > � O SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables". sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables`; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, all 0 E a) OL This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. PP g g Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both g p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepareg signed and sealed by Craig Parrino, P. E., on 08119114. _ c/) O ca O' C)Section The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on CU C -.-• ~ to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS — (�) 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS sealed bby Craig Parrino, P.E. prepared by Craig Parrino, P.E., signed and sea accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCTLATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. I. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. , " & 12" Lintel Sae Load Tables", sheets 1 through 3 0 re b "Cast -Crete 4"6f f 3, prepared g p p y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS thane in the applicable building code negatively affecting the performance of this product. 8 PP g 8 Y g Pe P B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. 1J any section of this NOA shall be cause for termination and removal of NOA. 1 . None. D. QUALITY ASSURANCE CERTIFICATIONS E. MAT1. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RED. H None. x the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance lice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and w a. E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. eimy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S.elmy A P E., M.S. c M f! M NOA No. 20-0630.15 Pr uct Control Section Supervisor NOA No. 20-0630.15 Pro uct Control Section Supervisor P NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 — N ` -3 /" "" Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023JAPPROVED1 d _1 Og )Zo i �� Z Q Approval Date: 08/20/2020 ) Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 d / Pagel E-1 E-2 E-3 °' a a' d a 2, c E. cv =, Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS (D 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By .Miami -Dade County Department of Regulatory and Economic Resources (RER). I. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. =:3 (]� F. OTHER F. OTHER U) 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of > Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 O ,� through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last �■ -F-.+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on U January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion for a name change. O >` CU w e my A. Makar, P.E., M.S. CY Hetmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 204630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —1 E-4 E-5 a SHEET NO. August 10, 2022 PA 1.5 I I I I I I I 1-1 I — -11 I I 1, I I I I I "I � 1 1 -L-1 I I - __ - - I I I I — __ I I - __ - /I \ PRODUC 7 UALU&1[0N_WJ_1D1M&U_2"l2RA 2 EBODtICTXVALVAZWXRErQRXN0_2"Z= 3 ILI ECO im c. TILLIT TEST11111116 4 ENGINEEPIN13 COMPANY 2.2. TIES R PORTS: 6. MATERIAL CHARACTERISTI AND SPECIFICA-11IONSe ___ WAT rRR A. TUIT, JR,, PA. tiltec,o@ad.onin Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on Ft. 172, Lk- N. � 147 201, 203 as per section 1626 of the Florida Building Code. Unifilorm static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL C � Li- ?&. W6719 at. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specificafions shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1998, #96-570 dated OW16/1996, 26, of Product Evaluation Document (P,E,D.), drawing No. 20-176. PRODUCT EVALUATION REPO #96-T30 dated 09/2011 996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1498 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITAnONS AND CONDITIONS OF USE: REPORT NO., 20-01`20.0i 0219.01-09, dated March 4,2000, signed and sealed by Edmundo Largaespada, P.E. and Flenry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. DCM-197 by CC Metallurgical, Inc., dated March 13, 2000, an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Inliteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P.E. PRODUCT SUlB-CATFGORY- Storm Panels ZA-STRUCTURAL ENGtNEERING CALCUL&TKM.& 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on sectlon 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLQ length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and 4800 S.W. 61 Street section 16`16 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood term structures. Do -As, Flodda33314 dated 11/03tO8 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 1. PURPOSE OF U I N; 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1900) to the Global Protection Products, LLC, Rule Chapter No. 61620-3, Method I D of the Florida Department of Business and 4-111111111IND LOADS. RESISTANCE e "'o1r.1111#04% N. T144 '� / Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 01�, , 1� ....... , ��j� �, ... '. 4_��..,.',IAE'q . -� _P Lill 't � I I.. �� \ This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as Indicated on sheets El. 10, 14.15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. I ,---- i - .. ---,----_-3`r�-­-.- �_V. 44107 ". a been verified for compi Lance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, , :�--_ 3-*,.—* ' .*= 2,'��,"ZO­*,q_'% at bast equivaleritto thatrequIred bythe Code, 14,15,17,18,19,20 25 and 26 of 25, of Product Evaluation Document (P.E.D.), STATE OF 1�95: , - I ........ drawing No. 20-176. "I I Roll'.... , *0 This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION, �'4 L" FiliflolloOk a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on I EVIDENCE SUBMITTED sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WATILL Di� TILTECOADMON RECORDS 1P. E. REPORT.20 kOLOMPROTECTION PRODUCTS, LLCI20GAOF 2.1. PRODUCT EVALLIATION-00QUIMEn(P.E.D.)., (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELk DRIAIG # MI FS k R15PORT 0 204MOI Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Tifteco, Inc,: signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part,,14,1pile I "Itilillillit to Evaluation Report. L 01,11 114. , - X#,-- � .,tp, IN , r/� 2 N, '0%, III 9, k T1441� ­­ 10%1'�`kx I I � % 4­' .. , � .." I .'.... I- Ali .. iw�-.� . I -t itc ,., V �\ , ,I,.- 4/ -:kv - ` \r, 'EN,9e'-,r:?% g V _ , � " , e 1�_ __ _� � . . ' - _* — __:�� __ __ - -f—.' - lilo, 44167 % I _.-- ,---,, .. . __ - ._W167 <;�� -4 '-. — I - . 7, -'z e�,_�4 * i A __ ­_ t*= 7�-_41-,4�, * ., = " I �� ". _-� __ : - - i I . XPO'.. ;"­"� I 10%. �OIDID�� .., / / S_ -Ci:, STATE OF ,-*.9;J Vo,�,,-. "tow'DIII, ..",-1,_�,f 0 I r,p -. ­ti Wit, S /I "" , X ... - ` I I 6355 N.W 36th Streefl, Suite 305, Miami, Florida 33166 - Phmie: (305) 871-1530 - P64'e ;IG, r� ........ - 0- e ` IN; ,910 , N A ti. �:' ',W 11110101111mikillo ,� fintaI010, I 11 11 I /T1 L I ECO w4c_ \ TILLIIT TESTING 6 ENGINEERING COMPANY - - ____ ,- ____ WALTER A. VIL11Z 1R., P.F_ PRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48DO S.W. 51 Street Davie. Florida 33314 tilteoo@wl.com M.T.r Lix-No 44,67 tLL A. L_ No� A"11 9 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waker A. Tillilt, Jr., P.E. (System 10 All 1906) to the Global Protection Products, LLC, Rule Chapter No. 5IG20-3. Method 1D of the Florida Department of Business and Professionall Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verlilled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affed its limitations anid conditions Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by rilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07t2712020. This drawing is an intea 0 44 Is .." 0!11� I T , I Evaluation Report. 011 �� ..:..11wN . % , ,; . .,., . A y I,/ N I .C- * .I- T � ,--- .. .-,_v\1'�S,,-',--: , � . . - . * , * �­,- - . 167 1. -�,./2 � - * :* I I - . ,1 .1 - ,V. STATE OF it / 1,P". .;iz I(,- I 11 14.0�.--. "I OR 0'..-.4l� J IW1r:I � .. I 1 I N't I Mg , 6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871 -1 W, -1 PRODUCT EVALLATION REMET i ,21114717,01 2 22, TEST REPORTS Large missile Impact load tests were performed under SSTO 12-M standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111[02 wilitnessad by William R. Mahner, P.E.. Boll Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Large missile impact and Cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julb E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CIC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per QG Metallurgical Report No. I OKMA 318, dated December 1, 201 0 signed and sealed by Jerry Jaciolfano, P.E. as per ASTM E-8. 2.3. STRUCTURAL.ENGINEERINQ C"ULAIJONSo On 24 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 1604 of the Florida Building Code. Calculations prepared by Tifteco, Inc., dated 12/18/10 and 08127113 (for this revision), signed and sealed by Walter A 71111t, Jr., P.E. 3. MMSILE IM -TRE31STARC , , CE Large missile impact under section 1609,11.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201, 4, MND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5, 9, I 0, 1 1, I$ thrul 16 and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. 24 Gage Galvanized Sleol Storm Panel has been verified for code compliance to work as a non-porious Storm shutter assembly, as per SSTD 12-99 Standard. 'OV10111111111 , . - A I .!N!'-Z-�,;, , �A­1-1 , I .1. _ .. )�Mse'%.. .1 . - _�7;= .- A. .. 1. - - - � - \ -­­­ 1 67 ', i /3_12��� * 7/ -Z 7/,-" * .*- - - S-___ I E / _/ *., STATE OF .*Qr - �. 'I,- . , .1 "Zoo)'I"..... -"4 kl' .. ,111 ,Q�,�', 11 4�Lq`­....-'.... .0 SION AA1_ It"Imillilit"It I I 3 5. INSTALLATION - Installation shall be performed strictly in accordance with details indicated on shoots 3 thrul 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-1 75. Minimum separation to glass shall be as indicated on sheets 3, 6, 1 3, 14, 1 5, I 5 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 8, MATIERLAILCHARACTERUSTIMAND SPECIFICATION& Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-117S. 7.UMITATIONS AND COMMONS OF 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 prepared by Tiftecot, Inc. and signed and sealed by Walter A. T111,111. Jr.. P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TIM, JL, P.E. (Florida License No. 44167). President of Tifteco. Inc. (Florida CA-0006719). WI D!I TILTECC ADMON RECORDS � P. E. REPORT.2( GALVANMED STEEL STORM PAI k DRWG # 20-175 I, -0-0 (1) a) C_ -0 — > 0 c- -4.- 0 = 2 a) (1) L_ 0_ 0_ C 0 _0 0 L_ = — CM CU .4--t 0 -0 (1) .4-A a- Cl) - (1) -6-0 — C (2) =3 -0 CU 0 - CU -0 C/) _0 = 0 = 0 iciL. —0 C: = �9 a) ?:: CU = 0 .O— 10.- CU U_ ,,- 0 — CU > . D . (n CD W E L_ 0) -Il CU 2-0 11- C:)- = � — cia -0 'R . = _+­0 (n Cn C:)- I 4 Z Z W mi CENERAI NOTES- 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, — 8 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2-1-) am, M - SKAMLiK) EMING WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BIONIND SUCH PANELS ,_iB,P1W/IO, 2W/10, 3W/10. 4W/10. +6/5 I STORM PANEL 940M ON THIS PRODUCT EVALUATION DOCUMENT (P ED) PAS KEN VERIFIED FOR MWIPUAmm IN ANCHORAGE SMALL BE AS MENTIONED IN 9.1) APID IN 61). ____ - - - - - __ - _ -----. . I5,1Wrt0TALVR43rH)-- --- - _ - __ - - P-5W/10. GWIII & 7W/11 ACCORDANCE WITH THE 202D (Ith EDITION) OF TME FLORIDA BUILDING CODE TO Mau - __________ __ __ 12.500I EFFECTIVE 01m). , - - - - - __ ____ - - ----- ---- IS1W(T0YALWWM)- - , ­ __ - 1/4-9 TAPCOM AMCNORS, AS WNUFACTLIRED BY I I W SUILDICIL INC 3' MAX AKHM: MR CONCRETE SEE SCHEDULE ON SHEM a 6 9., r L" DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION U1,20 OF THE ABOVE MENTIONED CME. 0 -- , -_ - ____ & 1/�' -­ ­­-­ _­------6.250*_ - ------L --- _ _.- __.- - _ 1 7 -,-- ___7 - FOR : WORD SPEED AS REOLARED BY TIME JUIRSOICTIO14 WHERE THESE SHUTTERS WILL BE "ISTAILUE11 ANG - 14-10 PANEILMAYE FEMALE 10 AND PAINEUMITIF " ANCHOR$ , AS "KNACTURED BY ELM CONSTRUCTION PRODUCTS � I I I* him MR WOOD SEE SECTIONS ON 11HEM 10 Ar 1* Mx FOR D09ECTONOLM FACTOR Ad-0,65. USING ASCE 7-16 AND SHALL NOT EXCEED IMF MAXIMUM (A.Sb) - 1/4's LAG SCREWS PER N D.S. ­ .-'.*W - , - ,.3pw - , N _5GG 1 � � I ..N_R,r I . - VWO Y 5/r WOOD SUSHIM AS OSTROM BY ALL PORT SCREW, BOLT & SPECIALTY GO I 71f- I � � . ,_-I.Xr__.^ 0.011V MON. THICK I 35W - ,�� -I 0 0 0 6 1 OBIGN PRESSURE PATINGS INDICATED ON SHEETS ? tHRU 12. 14. 15, 16, 79 & 70. � I I "� iv� 1� ---.-i ��__ .VA. STEEL Z , ,N� 1� 7-i-171- -I--,-- - . .1 I- -1--I --- ,--I- I -_ ____ - - T_ - - PANELMATE PLUS - - Ilit - , I I , L .'� I I , ____ '--'---:: T __1' "_--`­-7__7_T_`I-_­` I , I t AN ORDER TO ARAI THE ARM . UILTIMAUE "ON WOO LOADS DETERMINED PER am 7-16 . . . I __ D.II .0+ SHALL BE FIRST REMM 70 A-STOOT" C 1) MONAL11A THIMADIED PENETRATION "TO *000 OF TAIPCON ANCHORS SMAILL BE I IIV AND 2* FOR ELCO -. .., . F AM A-9 , _ (�) I _____T I . DES" WIND LOADS By MULTIPLYING TIMM By 0 6 IM ORDER TO ,;�_- ,_ -- 1, " I -_ I i (J'SO�O M40 P4WahiALE FEMALE IM 0436, MW THICK , � I GRAK 50 m i _17 � 7— 1 1 " 2 657' !:_:�__ 2,45r G-80 C41 , I .I� i I' - COMPARE THEM W/ VAX DESIGN PRESSM FtAT*105 INDICAYED ON SHEETS 7 THRU 17, It. 15, WC 19 At 20 1 (9 "W_ r I 4 I "=Fk - 0_(�) @ I 1 ! 1/2' NO "EADED 24 Xr I TYP ASTIM A-M 2.000' ,� I I 0- I I I C.2) MOMMUO THIREADED POIETIRKTION Of LAO SCREW, INTO THE WOW nt4K UNIT SMALL BE I [ -24 �, - TYR I : a IN ORDER TO YERFY THAI ANCHORS ON TIIIS 01 ED #S TESTED WERE NOT Ch" STRESSED. A 3.ft INCREASE IN ALLOOMSUE PENETRATION #00 STUCCO SMALL BE CONSIDERED AS PART Of THE REQUIRED THREADED PENEYRA11ON *� -- -OWED - I y OCIAR. A_' i i 4 % I __1 1 ! : I MM TOP WM LOADS WAS fil USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD 14AS SIMM DMINAWD IN _�V,Mt 0-40 ckv. I I '.= ACCORDANCE WITH N.D.S_ 2018. C 3) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHAU BE AS INDOCATIOD IN THIS DRAWING , .. 1 48S All A 1� , 4816 . IL � ' " 4l `,,,_ -" __ - COW so MINIMUM! DETAIL �T - W ��g STORIA PAMEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED 04 ACCORDANCE WITH SECT*N � - � - - � - - . - - � ------------- I i I � M� �. F, 1626 OF I I � � I ED W :;. '4J ./-, / . I 11 CD THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING 6 TESTING PC. REPORTS 96-569. 96-570 & 26-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE S/8' 1/4' 0-20 SCAM USED SMALL BE 1 1/2' LONG MINIMUM - I.Al 0 1,3id- I- I __,��1i_E1___L__ � I i". _I._ --I J I I 9 FENESTRATION TESTOIC LAB INC, REPORTS 12032 At #2126 . ASIPROTOMS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST AND I' M04MW FOR WALLS WITH NO STUCCO __ - - ­5�2w- - - - -1-3w - __ 'I- '­' - 'I -- - - -- -- _- - � '[ - � --, %_ . t �e MID I - - [ , . I _1__ r- !I , AS WELL AS AMERICAN IEST LAB OF SOLIM FLORIDA REPORT 002 9.01-09, AS PER TAS 201, TAS 202 AND CS) IN CASE THAI PREQW STOME. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING (D JMN PAN (A END UM PANIEL I � i , I I �_J I . I 4, 1 ,-) =_ S YAS 203 STANDARDS. *AU_ ANCHORS SHALL BE LOW ENOUGH To W." THE MAIN STRUCTURE SCHIND SUCH PANDS I . L ALL ALUMINUM D(TIOLISIONS TO ME 9063-T6 ALLOY AND TEMPER- (UNLESS OTHERWISE NOTED) SEE SHEET 2 1 , I __ - '41ilv i I --- - - - - - . 2 ANDHOPACE SMALL BE AS MENTIONED IN C 1) CL2) III C 4) - I L 4 - ­ � . . = - , : , , - , � ! . I I � 1 I . = ­0 �� "o, Y, , ---------- --- ------I - I - -_ � � i i 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY. (D) ANCHORS SMALL BE INSTALLED FOU-011FING ALL OF THE RECOMMENDATIONS AND SPECIFORTIONS OF THE ANCHOR'S AMARAFACTURER 1-1 - i SO. - � � .< -�; = Ll- ,_ . , 2.187* - - 1 1 1 I a - I - ,_ - - - - � - i - - - - A ALL STEEL DIM METAL PANELS 94ALI "AVE SIRLICILRAL QUALITY STEEL ASITM ,_653 GRACE So MINIMUM G_ GO FAMC;_. EPID_�& 0 __ ___ __ - I I I - --I � Zhi- I 9 < I-' .It 'M - //_,__�� , 'h 1112? 1 � _� 1 125' . 1/411-A .1.2.1: -I , * � __ - - - - I I'll . � M = - GALVANIZED STEEL DES`OPATIOM W/ry' 5S.5 PP (AFTER RGUED)L 8 PARIELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TIYROAH 10 (SMEIEM 4 W/ WAMD Main �, . 1.250' 'Aw- %A - - ,-: - !�','.L XIM SUM L440OLIED A � 1, , I SOLTED PANELS W/ 1/40 . .. � _,, I, .. - ADO' R. a 1.125 is sum S.& STUD antrinic - 3W, LS ., I =i BOLT W/ 7/1V . 3/32 ;1 ,,, -W C-4 ,= THROUGH 6) EXCEPT THAI MEADEPS (M III Q SMALL NOT BE USED ,---,,-' 11 I KIM I I (SEE SECTIC LAS � ..x cu = M : To - * - APPLICABLE) I I DIM 50018 W/ 50 NIP YIELD STRENGTH AM 90 ku IIENSILE STRENGTH III SMALL COMPLY W/ FLORIDA WADING CM - - - I "" . 093' - 12 Ile a. 11� CTtONS AS APPLICABLE SECTION ,.It 3.14 ATTACHED TO WSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRM BLOCK OR WOOD FRAME - , , I..., TOO'l IT BUILDINGS �--`� - �� ver 2_,�M 500, I.. . - 'L ' _I I - I 11 A Jt i -Zt - a: - I 1- -, - L - L__1 - 1. f I I _L] . a-= W 5 BUTS TO BE ASTM A-307 GALVANIZED SrCE3- OR ASI 304 SERIES STAINLESS STEEL WITH 35 ft MINIMUM YIELD _1 ..� sm __ I. I �� T - - - - I IT - --I- . SW A OW ON SHEETS li, IT & 12 AIESPECTIAUY�. SMALL HA%T A LECAkE AM WADI VISIBLE MW94G ONSTRUCTIIAG 004ER OR =.­ - 1 � 1 -1 - , � I I ED I CL, p :5 = I ANCICIRS TO WALL 94OU BE AS FOLLOWS TVNAkT'T0 SECURE PANELS WIN APPLICABLE REINFORCEMENT MINING PERIODS OF HURINCANE WARN1104 �_ I ". I I rx CJ . - .,A: -1 . A ,L WMA. I I - - , I - 1 1 1 �t IT; STRENGTH 10. EACH REG" STORM PANEL WITH LENGTHS OVER 11I THROUGH 12'-4*. AS PER SECTIONS 6. OL 9 & 10 AND ALTERMTIVES 501. .. - ft �: - 75. i - , ,-: I- I T 3; E = .M. r— Z C'14 - .M. 5 ALL SCREWS TO Of STAAMLM STEEL 304 OR 315 AIM SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER MYc.r - .M I , 'a I I. SE . EA. OVERLAP 0 -, 9 IT SMALL K THE RESPORSOUTY OF THE CONTRACTOR 10 YERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLYiER IS TO BE , _� I I ) "'I- ,;�*..._ 11 17, - 51- , �� I 1. I , i . 1,000- - I - I - I __ - - I � ­ _� ,r� I - 3 1 :1 , "'N"Ek, 2 U15.- ; �'. C --- It a 1 31_75�5 I- : -9 (A) - ­71 I - I - .- i I I T I d3 4) = (V/1. - i I -,�; J i,_ ULMOMWIPOUSED WWAM It TIME INSTALLATION CONTIRACAW IS WO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT TATM t . I FMIA R. V M. - --t.sw - I ! i I I I '1114*0 TAPCON MICHORS AS MANUFACTURED BY IT.* OUILDEX. INC (Wo f*­�1172 P, I) IKE BUILDING TO PREVENT WONO/RAIM INTRUSION ISOMETRIC VIEW DETAIL A , I-2.0.00. SIT. I ­2AO0' -3v � i I . , 5: Ili W _ ' --- - � I .5 i/4..#,.,7/r CAUR-01 ANCHORS. AS MANUFACTURED BY DONALT INC. MIN, f'­33000 p.-,.) It D. M.. @. @, C4).+ @ - - �� I __ �4 1 ___ , � - -_ --- -_ � I .!= = = _ - /4* SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. BOLT & SPECIALTY CC 12 STORM PANEL INSTALLAX101% SMALL COMPLY WITH SPECS OOCATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING RECLRATIONS ROUNDED CDRNER 0 ENDS OF PANECS 1Z 1 4J � I , D-L . 4i I - i - - � - I (I C-3000 P...i.) PROVIDED BY THE JIARSOCTION 04ME PERMIT IS APPLIED TO M UP W/ HEIMED EDGE. .I-- -1 I ii, t _�, I I - - 'I , ,4 0 '01 :.- & ,!! Z., - III-10 -MATE PLUS ANCHORS AS MQNUFACTURED BY 11.00 COkSYRMrWN PRODUM (I,LT.S) Cg) "ll HEADE (�) RUN HEADER (�) AMU (R ANGLE wffH stup @ Am= wrrN - to -a - ,.PANEUMATIE FEMALE 0 & PAMIA 13 (P) THIS PRODUCT EVALUATION DOCUMENT [P I 0 ) PREPARED SYL THIS ENCOMEER IS GENEINC AND DOM NOT PROVIDE OWOWATOR @+@.&@. ��- 31 = E (MIN -33W p. i.) FOR A SITE SPECIAK PROJECT, I * WHERE TIME UK CONDITIONS DC4WM FROM 141i P.E.D REVERSE STU r MAX - - - 1/4-0 j TAP-GAMP ANCHORS, AS MANUFACTURED fff TRI CORPORATION (f'­31600 P-) I __ - ---I MARC - - I' IRAN 1/4. 2/4, 3/4, 4/4, 5/5. 7/5. - 1. MON - .3 0 (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND PiStALLATION INCLUDING LIFE SAFM OF THIS PRODUCT , SEE GET, ` iW/10, 2W/10. 3W/10, 4W/10. /5 1 C%_ L.; _.`� '0� - `- � 7 I 1 1 - cl-TI �\\ I - t �tl_ 1 5 A 1) NARMUM EMBEDMENT OF TAPCON AND40AS INTO POURED CONCRETE SMALL BE 1 ,�/4^: 2' 'OR PAMEIMATE FEMA41 54WO ON THIS P.E.C. PF40VIDED HE/SHE GOES NOT DEVIATE rROM THE CONDITIONS DETAILED ON THIS, DOCILMANT _ = _ f__A 1114 A 2/14 .374' � ]� a - ID AND PANEMAI PLUS AND 1 1/4- MR CF TAPL-(=P ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTIRACTOR'S RE$Pok$�MM T I 11-344' ;;P TOP EDC9 ow 37V � 75W -- SW/10, SW/11 At 7W/i I I- - 8! - Lf, - -DID' I i PANEL r A I - Iftl- I L, 125' '/.'0-206 304 SERNS __ - - - ___ ___ - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 5, N 9 - A.2) CALM-01 A, WLID-50 ANCt /a- wro THE POLIAM COACRETE. "a EMBEDMENT INTO L 4 __ ?4­74�_"_ _: 4- _111! FOR WOIDO SEIE SECTIONS ON SHEETS 10 A - - - - __ - __ � W THIS PRODUCT EVALUATION DOCUMENT WU BE CONSIDERED NVALAD W MODIFIED � - ,jiaii,� ` I , Lsjr,amrn to - W-20 SCREWS USED SMALL BE 1 1/2- LONG MN&RM SHOULD STUCCO EXIST, i 1.407-10 ,375' ,3- F_ - I .04MV . !2 Ilr 64, 4 "'L BE EMBEDDED 7 ..I .- STUCCO SHAII SE PERMITTED I/SK D .625 . - , I -* r -- -8-1 071 'a ;;- - 1 -:�-4_1 No J� TOMPALKA FOR WALLS VAT� No SrLICCG� AND MAY BE gCRM OR ALL THWADIED SCR W/o HE HEADED EMS AD. (d) SrTE SPECFIC PROJECTS SMALL K PREPARED fff A FLORIDA REGISTERED ENOWEER OR ARCHITECT WHICH WILL BECOME THE I I. � BUT WITH kOM Mips. ENGINEER Of RECORD (E 0-9.) FOR THE PROJECT AND WHO WILL K RIESPONSW FOR THE I.- -1 -- - �590` I M I 1 Ur 'a .. '. I I.SOVlI � --�.. PROPER USE CA THE P � [D� ENGINEER OF' RECORD. ACTING AS A OELE)GATED ENGNNECR TO THE _._M's HOLE MR -_ - I . 093, . I Ow. � %. I air I A 9 ELEVATION A 3) IM CAN THAT PRECAST STOME- PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON YIN P.EZ ENGINEER, SHALL S~ TO THIS LATIt* THE SITE SPECIFIC DRNOAICS MR RrAEW . I � .1 . I L i__ - --- I I EXISTING WALL OR FLOOR ANCHM SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAN111 0~ JI? - -t I r_ L PANELS ANCHORAGE $KILL BE AS IMENTIO"M IN A I) AND IN AL2) (o) THIS P ED SMALL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL WAUXAJION .I I . W. ____ -_ 2.000'-- - .084" 1 I ­ NT.S. ENGINEER Oi RECORD THAT PREPARED IT (�) KEY HOLE WASHER .an,# - _T".) (0) !O, N. f��� 7.000' CF * ONCHORS AS MANUFACTURED BY I 7 IN SUILM, INC FACTU 1/4* M... GAP M121 (�) 'E" BACK A @1 3X *r TRACK T FLAT PLATED 2.67' T .: IAPDM 14 SHUTTER VAMU RER'S LAIRE1 SMALL BE LOCATED ON A, READILV VISIBLE LOCATION AT STORM / PANEL SHUTTER IN ACCORDANCE VAIN SECTION 1700.9.3 Or FLORIDA RADOM CODE. ONE LABEI. � -.06V W" - I, 4 , 7/ - CALX-01 ANCHORS, AS MANUFACTURED BY DEWALT INC (MIM. 1`�1500 p...,) SMALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY *Y114 SEcnom i?".9.7 OF THE 0. - - D"- WITH STUD (MAN. Dow -1 *W MALLM _ I/. .1 % 3/4-8;XSET ANCHORS. AS OSTROM BY ALL POINT SCREW, BOLT a SPECIALTY rO FLORIDA BUILDING. CODE c4r.*.11= - .3wo MUNN - ____ (MIN #'-1SDD P.J.) � - - I I h. --A L --;Ml ; is. IV wMa. I - #14­0 PANELMAN FENAVE ID AND PAIYELMATIE PLUS ANCHORS. AS ~ACTLAM BY LLCO CONSTRUCTION ONLY . :. I - .. ­* ... 77S�' 7-S 7 010 OINTAMN PIERI 94 THE SMTE , .,. I �� - I PROI (MW f4"2071 0 , 1) 101111 I "I'm M"m SN`U` I - .,. alilsi%% % ,/4. 1 ..._/ 11__/ 0 I \--/ 40 7. t t; . 14" 0 CF YAP-GAIP ANCOORS. AS MANUFACTURED By TRU-FAS1 CORPORATION -,VR A( .375*0 ., 3rO.81V# - .. '- WX GAP 1_� N__'/ + , I .... - : " -, . ­.. FLORIDA SUILDING CODE I % :­ . . ;, .. 11 L - 8+ "167 , ...% ... . .... 8 1) MINIMUM EMBaUM OF TAPCON ANCHORS. ELCO PANafflATES AND CF tAP-GW ANCMQP� MID THE A - - (14119h vollocRy 1I one Zone) . � .1;v - . No. .. .- - ' --,O� 0, " 0 A L[ .,�", -,,-., 'L - 8___,_-,L � /,� .,.) ,!,� 1�r, -,�,t! ,��� . - w F : ---- ,f,g % I - , -le, _- I .. __ __ * * _� ... " 'LORIDA . BLOCK MIT SHAU K 1 1/4 . - I Tir -. FLORIDA BUILDING COOE (Wgh Velocity INNU can* Zms)l � . EN -. . High vetocf*fy MIA cons Zone) .i PaIPI, MYox, Me to - ___J I z � IF BUILDING CODE ( . .. 20 CAGE GALVAMiZED STM STM PAMa _.- � �R L ,J) � W. _.. - JAMAC MCM BOTTOM Z .. . 1 44161 _ __ T �_ ' Alra r. or Pme, % ... LPAT&E. 4, � - Plan Tknm M STORM PA111111 rP . rA _' � NUM W. 20 GAGE GALVANIM STM STORM PAWL rp 9.2) CALK-rN Ar SOUD-SET ANCHORS SHALL BE EMBEDDED 7/V KID THE CONCRETE BLOCK UNIT NO NO. 167 It INVON W — . Oar_ . , � . . . E I-- ==_2i. 125-- -11-373" W"Gow L 2 20 MU GALVAMM STEEL I - ti� ? � INTO STUCCO MITTED 114- 0-20 SCREWS USED SMALL BE I i/2- LONC MINIMUM SHOU - (�� -1 � 11, '. , �t7 ONM &I, : N 44167 - I DOWN W� .90" BE PER , - GLOBAL MTECTION PRODUCT5. U.C. " -I - . b - 01to ... C - I - - - - - - - . - EXIST, mo I MINIMUM f0ft WALLS WITH NO StUCCO Q_tl�_ � - ..., -2.000' , - " �6 .. - /TILME—CO... \ 11111, __-�, .. — PON. I 1AII. O --l- GLOBAL PROTECTION SECTION A -At *' L- GLOBAL PROTECTION PRODUCTS, I.I.C. "' - I 1 I.. 0 E - ;; . Rl� . � �_, ..j . �', - 41NIM IT. 51 ,"Ilit' - AT PAN Nz�� _. - -_ - _,,W4�1 P11110, ". a snw sl-.. OF 4�_�L_ E4.; �; 10 _ , mmcm U.C. `clwom" N.TS. AXE �F_ IMUE . 7 (,),.-*, 20-176 - 1�_. Me. a" ". 51 STREET - - 0AMPON; - . Z`fl - - A, DARL IL =I- I& b�,-. OR 20-176 - PHONE T1MM)NW­`SAI` I- 0 2'V*X11A' W "WE OXN,)B9,4, , . '1� - atmL III- xiau - P-r-I.- - PAN, __ 4n3mTfvn�Y. USE WAIC MUT W/Ouff C, / 11 - - =`I=_.W= � W.)�M4% FAX' 20-176 POR.. - � ON, M - `PANXIL . - ANI Co")W�isw r", W)m�� � !�Ifi ___­ ION ALUMINUM ANGLE MONOUTIMIC WASHER W/ ADDITIONAL - ....... �4 ... ONLYIP . oj�_It_ � ­ P" ­. "I���i " . "�7�� am -� - � am ­. %I .... ot'.... -. — --,-- , I 11L ECO, _ I - . ff Z. L —..zr.- � I . , - ... - 9013, I a " - O.-ComI9 WOMAN, NO, q___ . �. .�� 1 - le. - - owatiNs fts I _�0.Pt__1_1__ ""' - �Z;�;� - - - r�o I - FLORM A I - [ - I . — I - v !tli = . , .. I I - I ?Irft3lxr SNINER MAINUESS L . - ;;MA1PP____ mcm k TLUT SrM 01! MIND. PLATED STUD). n1i M M __ "-MOI.I., 1. I I I I � . ; , - 2 W U I I F09 if - I J I INUALLATION DETAILS FOR REGULAR PANELS a tNTO EXISTING POURED CONCRETE OR CON RETE BLOCK STRUCTURES cwcmm Aoc"= 0111 - 0, CONCAM .1cm - � , Tw=AAXN o) CSEE sc,w 0. I lliiia� " I cwcmm ANCHONS SHIMIS 6 I.Wuow a) \ �_ r V.- CONCRETE ANCHOR& , � "' - , ism SMKNU ON- - - 'L EXISTING POURED .. �� " Oil , n MR SOMIXIM ON __% , -(a4) \ - 4 , EXISTING SMECIi, 4 ?MCI*. AIT �\ I I � CONCRETE ftvunm� - � � - -� j �amlw ­4! 1 1 . 64,,, R'j" ' ,n-� �'.W­ .. I - - �' -/_ *_ I - 4 i ,/1. -' _�_'\ . I - MIN- - I �:,_= , -_ I ,� � emn 1/2-1 73`* ��4,��-111-11��ll,�,�ll,�ill��'llix��- I/. UE: -I r Joint; rt:: -11 I - 41�6' 1 . � � _-, I/V � : I * I -i _`� __0 I 1 � =10,M ED. , I V I 11 a i I <�) I ... f\ 0_� , � =&_X._ E*0, fN I ED ., , ,4) ,� � a .11 � Nit QP` I 0 F , wzkmw i 1 2 : . �1$ I I -1 , I QPOL 1 1i -,�,'��f* �.,,�. ,Z�' . 44 -:: I � I L� i i - I - \11* 4,'�,11 "I A= 9 -,�', ',.It%;; . ,� i I - R I A A 11� � � � W 9.40" I I DIM III ; I 12 I/r ac : q) g in-tm-WIM - ; -.(D i � -&-wr IV .1m I : SIX =411" SONAPPRIN - 't`PA . PLYN, i : %= �­_.="— IMRIOPI , I -.-*-.J' [ I 1 M - I . tOAML .- , I I " GLAWIL 1 - T - - I , � --- -- , I i 9 � ; r I I " -, 9 =__� I . =.-it I i � : : I f�l I - V'L i ; .1 ; I : - - : : i I I ; i 0 1 : : I ; (k 1 i i : !I OPA , I I : \\�i�l '�L� I I � ; .9 I- 1`1 _� AM,% - ! " I r I I OMPAO I , I.. E. � D. '. I ! "_,�_ IT __ =-.VW. i , - I � '� I , - - W" sna, 0 3 , i ,2 'Ir IUI . � i ; I f L ,I � A I =&M1% a IA 1 .2 Ilr = E-O 'L� =PCU$mk LO -.11. m ", I icw.r i I ;_ 1=710 11 ! - - I ON I . i CONCRETE SLOCKI I , CONCRETE BUOOK I I CONCRETE 8110" , , : I3 'Ir at "I'll I vow STAII 0 - � RMAMED , , ; tIiw]1__ - - - I . � - ;1 . __ 11EQUIIIIED � r - - I � ­­ .1­ , 1-114.1 I/r .1 I i _U7:: ­ � , - ­: ,, .\�,',� ,-�:fL,�-, t C: � / T I 1�� "Ill'., 41, , , *1, I E , / - I* MI, , - : , "I �' , I* UkL , 9"", ., , j EXXIMINIS POURED, . L A I I - .-i 4VT , VARY BRAD 0 I 12 Ilr QC I I (a) 1, - - , ___ CONCRETE - REQUIRED COMIXOt ANCHORS �, � W ,� - 1 13/41- . I I - " W , V. I I = 1, , , 0. - -(a) 70*.P`i - I I I y � , PAR �) __ STAO"w W/ Sne -4-PO(l)- co""E" ANCHM fl CONDIM AIMMON 'S� I (SW 90IM" ON � (SM 104OXULE ON - � �z , , - ........... - TIRE SCMIODUI.E GM1_ , L giw.� t" III lux SCICDVLL ON *Rrm a ,,Mnavom #) �, SAM a TNKRM. 91 steris a "MUM4 0) \1 \ , SHEETS a namUcH 0) W"_ WING %M,j CEILING MOUNT111110 BUILD Afifin ,,,, 1,111.,. M IMIOUNITING Is%; ALTERNATE . 0 IiIIOUMM ,10,1W SCALE 3 J* I--- __ - __ - I -------- I I IF : = *Mau i ­�-_,—MuRot - 1 ­(D I I QtAN, I 8 i I I : ah. 1-4m.11 -, . I E, ' - 1 '2 ""' " 01 1 '��:' & : _.Pe0%_A"*b'I . �POUKP,_j5,e , ,., L, REQUIRED. =�----ro - - ,'� - =-.=-. , SHEETS 8 THROUGH 9) pmma ANR W" ug"Mmi .. SECT110111111 7A $cAd 3/0*1- E.D. -(�r Si=E I SHEETS 8 & :9)� CTKM, I I ': == CAN BE COMBINED IN ANY WAY TO SUIT ANY INVAULATION FLORNDA BUILDM CODE (Mah Wsioctiliv aw . ,. 'a. I I __ I ­61 04 P%NEAAT[ FEMALE ID, PLUS OR CIF TAP�OW coucKu ANCHOIS '� iu*;�__ i ... scHEDLAE am owT 8 6 s) (SEI: So- ON Stam 1, . ;-\� ) ," - ,,, . - I - ­ -1 . � I "-, __ - - , . L .10 I . -,;,2- i , I �� I I r � "I 'L "Lf . I . .. =i.7OA`P � I i I E. � ': - , 11 L. 11 (1� i PURNPUP :: �, I I � I - I � I � :: 1 -D ,�, !!! 'f", : I : _\��,�Z" , I ,\,:','.%"L:�� 11: � : I , ­� I-, ..." ­ '�'. \ i W 4 : : V , . - . I : 10 R Zzmll ! I i : cowff= am 5 REOUBIED. : I : i I i i i I ,� : I I I : - - �,'-- - ------- ; I L__L_ I y.I.Inur " _41IRAW a a 9 -.-.,, I I i .-I - i MoA� LI, I i I � - Ik I DO ! .4 I WIYAAA It MY 1 I : 111 WINCIMA -ft. t, I '! I , t . IIINS. -. I i . :,- w" [-(a) : I : 1 1 . " �,:'tli�_��!T�,�; 7.17 1 i i i I i r^. 1�7' i ., , I , ! I I , ;� , ��, " 7�7 � i T 7 7 771, , I I I I I ­ _�__ PC, 111194. - I 0- - - � "' Po II (�) 11 I rl== [*0 r. . ­ .1 � .1 L-Z-a "I., Jr- '. . .� Motes I . r - - L r I R 121".&IZA,, I b,/r I Y"_ - , _7 Hr3 (a) 5 .. _r_ . - _i. - - _j MIS I aw I !_ 4� - ..;-, ir PY __ SE� `ti­ - .612 I CASE 2 fPLAN) � _, ./r scAAE 3116.1- I ,Jr wolPffir = TO I ti - %R%M­.4_._­*`1 " 1. (i) I Ir.- I L___ AMM, (D-0 I w­ I _\ w _�] -.6ra I A=== -, --/; I "_ \� TOOO�- I �, I/.;,- - . \ "I EXISTING POURED ED �,�, 'I'L - CONCRETE on :, I ' 11 9- : tax CONCRETE am , tJDL " -Way�ML EXISTING POURED "" - ; "M Gm 0 It I CONCACTE OR - , " __ - - I SCALE 3/15-V - CONCAM BLOCK � I � *COUAM � ?/2' � I..- 4'" = I---- % - 1-1 0 I, i; Qj�v ANN, - NNOON. ,W . ...." ,� � - A. - , "'r A I V a :NNINAIN. - ' __ _ - "I'll 4 PAR *V0 ­ ...." . - -2 ," IS ��., . -I' - I' ' - '" "I 9.1% to ON M1,001 =4*4=6 I ` " �,"�� - L , L\�L "'��',�_,] I � on OF TAFL_GW CONCRETE NIC1401131 , (1) _ � . al ME I PLUS ON OF TAP-0,W , __ I L' .. - - 0113: SCHEME ON 'f . an 900UUO5 ON 4. 03 �, `PO4. SHEETS 6 4, 0) U-) $HISTS I THOM 1? I N3 WISECHHORN96- , BUILD = , IAA - I SCALE 3/5.1' SCAM 3/111-1- aMmuo, WMAL- \, &IBM "Im -1 . ,�q) -C1"AP6 / !M =I- III C111" OF CIOSYM F D. - EDGE DWAKE _-A.M.) (SEE SCHEDULE ON , --, - - EXIST" STUCCO/ P 7 WOOD PLATE SPACER SHEETS 8 & 2) i - . I - WOOD &AND, I _"WN 611,1041,11,00 * NEW V W= . VARIES . I1W -0-6 - I THICK M.UM r,M OR I' I J - , Q`�P#0` __� * NEW I' WIDE , VARIES It 1/8' � i - (J) I 1; f - - ALUM. TUBE OR I' I VARIES :;, t l I P I WOOD PLATr SPACER . I . I I avow TRACK ; I TOP III BOTTOM MOUNTINCIS CAN BE a ­_ . I I COMBINED IN ANY WAY TO SLAT ANY " . CDMCMM AKID40M / I YI . . mu SCHICIDULL M " INISTALLATION. QL_9 I __ ft) i LL:� IINEVIII I IWO" 9)� ill -� i _DIACK CW* C_ hiz ..%, — epcom __ - I &2*i�- 4�. I - — . . A, -�YBIPOMK '. . - FLORIDA BUILDING - . N A'. �` - (SM == � 7,( r MW MsNixt.&I) 3 MIN, Ea. OR GRIPIN - CONCRETE BLOCK �'J REOUIRED, MI MOP,,. .* "M rLTM "c .. ' 20 GAA GALVA : No 44167 %. I- X6 - -- * 1 : * (�--)Zooz C - - *. ,--- III - I- -> SCALE 3/e� I __ , . . GLOBAL PROTE 1I ___ - - . O� Z . - - , DETAIL FOR SPACERS REGUIRED AT IM Olt - - .�� �� Riot, - -�-�7 ANY xf% BOTTOM TRAM ADJACENT TO =CO/WOGD BANDS . - - - M.1i.1--a 12TNM_M�11!", P. ..: .. . ......." - INSTALLATION DETAILS FOR RE9ULAR eANELSd & W1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK S RUCTURES ___ ANI rW CONCRETE SEE SCHEDULE ON 94W 9 - _____ � __TIREO TOE. MR WOOD SEE SECTIONS ON SHEET 12 _. CaNiar ­41K.O.W9. 3 V M-1 _71011.1=01K a I: M.. .. ,,,,,2.er I REQUIRED CONCRETE ANCHORS 4EDURM FIGURED - MIN, _!q WHOLE WILLLY) .-bit,& I it ftu I' It.- --- NEE 504MLLE ON - ?-01"-M=0.* I i ==." SHM 9) Dim 9) L I "V 9) I - lka I Ff""" ! _--f -I I ,�� " I x , 7 * ,;Oil o� :0 � I - - __l - I- � I . -, ____ � I ! \, J -1 " I . I f 1!, � , _i.i! I I L V: ­' , I 1 I I C_ --1E ;�� i :� P: ; I -',,� 0 i i ! : - , - �SL, 1 1 I! � I I \ : ! I ,�" : � , . , � 1 i T I I 1 Sail .,� ; : 1, ; 1 , i I - � OF 'L' - .� �L I i � I � , , ! : . � I . MAX I i If I � I , E-1, . � , I I I I : � � I I - . - -1 ­ i ­ ­. __ ­ I - �', i - (3) ! ! I I(D 1'� -3 - �11 ­ ­­_ - ­ , I ----- 7-- ­1 I 1, ., . I _Ii`�.�%­`.,_, -, ,,, - - . - I 'S, ; . : �', : � �, I 7 I I - , I I ! " , � I -A ,-, � -\J�,�, - � - - ��L_� I . I L I I . , I � - � I .ii � L � � _� I I � I -�v i i I ,- I I W.AIIII L � ! , - ! I I � I __ - .1 16 i- SOMMOWN I � ,- 1 : I 2 1 IN, . . , : I'll i ., I a -.1. � ; ,,, Is : #1 . . V . . LIMMIL I.. - I , I .� �_ (W WN,,.A - ! . i. j W. I ! Z i ; i I , - ,'I I �� L i; I I I i ON -.0 ; ; � wr ; I : I R ; : � : .. I _ i . I I . � � 11 11 i i I . . I - '! I ' 1 1 I I � - I . I �� * I R �� -1 , - I I . ' � L I 1 Sm 1 bt I 1. - ?, 0 � I I 1 , I �, - ',- I - . - I - IT- I - or .1. �5 � I ,.-2IIP** : 1, i I , : ;/ " t 9XTS V/ L -+ ! : ! I � I MAX - I I ` � ,5 ii�l . 3 :__ I � I L L - , : I : '**.=' � : , ! : , jjj�� �'; L -J 1. g 1;'a --- I . -, 1 i - i '11 � I � : 1 1 !ovvIiLAo I :=" . `%ft 0 MON I i 9 I 0,1111111UP, - _ � I i I I � I I �- --- I I i I i T -.1i I . � ____ . �� --- I I I I I L I - ---- _ __`LL__ r- --- __ - , e � ____ - __ _: - - I . i : :_ 9 I . I : - : . , :_ 11 . . I I I � ; I I I � �,-�1111 -1 I I : I . : - : 5OX : ; , - - *V 3 -;...- �_= . wiLl §,- � , - or % =11� 10% K M-1 LM-8 CR 0 4111.1-1I 1: MI I � ! 3 OF IL : : a VAX I ; OF "L, I - ... . VM I "If , - 1�'r'�-J,Z - � MAIL __ __ ANCHORS- MR CONCRETE SEE SCHEDIAL ON SHEET 2 - - - - 4 1. 1, ,`.,"� I � �.'. i ! : 7 � 777 , I L ., I FOR WOOD SEE SECTIONS ON SHEET 12 , , ., , , " � 7 'r, I '� I . I , ��, � - (D . EL ,." I � � = " ! LD _�, ; , Maw I ,,� I - "I 0 1 1 , � REGULAR STOW W��,.�,O& Q ELEVATION 1-1 I I . - "I , 11 I �,, , � T L :: F ,;- ..., - I I I : : :�, rL " , L ,-: �A � 1/4' MAX. CAP -1 I I I .SW I #'TJ : � I 2.67* 1 - - .1", !;g-j-: V41- i ; -1 L - I Oft OMIAIILA� _ ,,,,, - M­ I _Y41-1-20,13/4' S.S. BOLT _-I WHOLE UNAM - - i-P . I W/ 7/r.3/32- "kG W I 'IT— -7---- �----�� ---­7�--z-----7 --4 o 12 "'. D.C. CONCRETE AMICHORS . CONCRETE *AIC#Oft WZ40DULE ON ,/4' MtX3��__ � ���z - - 90NORIETE .400ft StACM" . - (W SDCW ON � 3 W/ STUD (SCE SC$emu ON sw 1) Dow ITT _� _____� ,UVE Oil SECTION A -_A anQ --ameaNOM" 10 NIONARID 2LGGR`E an owatom SCALE 3/32'-I' "COLO" DIRECT NQ WQ ., PUNTING DIRECT AMD W&6 MOUNTING DIRECT MQUND IN15IALLAIM INSTALLATION I QH SMEDEF IMNKRY M-11:71ION-1 0 SCALE 3/8-1. 9LAM.E 3/aol- SCALE-111i I ED- -(M=.. TOP & BOTTOM MOUNTINIGS CAN OF SHM 9) COMBINED IN ANY WAY TO SUIT ANY WALLATION . ...... I U) .4., (D CD (D = _+__J 41-al U) =3 M :> 0 L_ C/) 0- C.P. < (1) _11­­­­1l` 0 classe =3 0 M 0 L_ n- o a) L. U) M " M =3 LLJ M Z Z < _J a_ SHEET NO. SH 1,0 mix s aVxN '. a Y, wand roam tT>rtwAE w _rs aPP~n �{ IEa.wu 1 wii'¢a { 1 1 1 1 1 mADE,r rDNgY C= Aamum ON .•0) WALL AND FLOOR MOUNTING INSTALLATION FOR ImD,:'Da""YWP SPOT PANELS � , � • a \ xls r+n,Nw-r 11rlIrR'-e• _ .?.-T `: tr�Io.�.Ynmtcuev� I -, �._ preo-Mwq[�111 •'�'�'�r' - (r,P mr s &DOOM) 'i' C 1,• Irw tv s 9DNM _ _ _ .. _ _ i i t•• •• . w�peY �/ Vt ./ ♦ tom` �A i•G �teDtttMDN Nro a• \ t• e/,OY trcoN Y~A11q, •j. 2/ L rA.m LW wan r o 1At iNo e "00� Olt d1 Otan P \ SCALE: 1 4 ,• ) 4. t � 1 t �: 1 DETAIL i t ) �/OSaIR. • r ac � aDClial Nwm1AN M�Y.D � D •4L -7E0 M.i Di SORT t • 9. YI_ V \ /�r0 (TIP i0P ELENVATIM 4011E t/4'-1' m9[ a DETAIL 2 YB..i IAA L'0 "IOq MULLION SCHEDULE Mod. MULLION REOL ED YET. SPAN (R) • TUBE MULLION •• 4 4'1 2'. 3'. 1/8' a 6'-10` To 1 2' . C . I/r ° ,SSYNLL BF OOKN m SECTION T VNMlLEl 70 IENOiM SCALE 3/1 401 MULLION CAN AM BE NSTALLED W/o SIONY PANELS ON TOP OR eOnON So TINT IT 6 LOOMED AT TOP 01 BOTTOM OF OPENING. (ONE Ni OPOW W/ TUBE TOP it BOTTOM) iNSTALLAT1d1 - ALTERNATIVE 1 W SG/LE: 1/4' - 1• w[ a t ��---�. CyLON • Is IWIeN[ Cw RED YY.O ';FOIL t ,: 2 i_ • •-1 �:: �- MWOK 9MN niw Y41lON J 1 SECTION Y-Y \ SPLIT STORY PANEL ELEVATIOfi SGIF 1/.•-t' , -F rRac+"•]] SOME t/r.t• INSTALLATION DETAILS FOR REGULAR PANELS(-ti & LiA INTO EXISTING WOOD STRUCTURES 9s=A"t"aWn - - t i'OwNo +oa" e�"eiwalLmalLPir -.. ,I' 'M/y w NrWrLP riaYY�iPI _ _� _ _ II +/1' 2 ( �i0 bww wm IIMYNL Si /,70, I�.. I lq• III I �� �/•••�/��•Ua _ + M IDar P r Le _ Itj �� a awuc -J4 ANMt � 1 IN OW r 1 T )WALL MOUMnW 1 LNSTALLAT110i1 - ALTERNATIVE 3W BOLE: IN` - ,• wr (f WALL RiSTtILTiON - ALTERNATIVE 2W WAi �K 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DE54GN LOADS UP TO 455.5. -72.0 p.s.(. AND PANEL'S LENGTH UP TO Iii 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINATION OF SECTIONS: TOP tr BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Hurricane GELLING t FLOOR MOUINM G WALL t FLOOR MOUNTING INSTALLTN]N - ALTERNAttyE AW IWALLATKINS - ALTERNATIVE 3111 (SECTION AT TOP IS UWITED TO +35.5-67.0 MO. SCALE' 1/4- . 1- A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4 . 1' 1 rr ww Nnx 6 as wwNm i r.rl n.•r - - /r Y. PV • •-.. I'�rl."YI"li'oaDSIYP NROG FL.QOfl MOUNTING 1NSTALLAT�N - SECTION WAIL, I - 1' CONCRETE AHNORS cokvm E A CHM FOR CONVIM ANCHM $ SCHEDULE ON w1QT 14; (SEE 6CIN➢INE ON ($SE fnGmUlE ON-Va. r scram SEE SECTION ON $Him 10 sHEEr 1p� IqSIP, 11 21 h Iw/15 " 1/4, 2/4. 211A 3/4 OT 4/4 1, 2 ,t 1W/15 -- w1AKD wNc,ER 1•A•V - •-1• wn. f \ .500- low J.ISO" Ali POURED CONCRETE •• T-._. _ _ _ ,EAtARm \ I I r 1 rT T rTrPOW �� r W-DOVILE�riTi� (bem To aim snD . ,: ,/may D.C.y3 Si1D • i] 1/E' CAL I i T i ,Ira,• woWE ,y ,• To sP(i0"LnE SAI s/r A.. (CASE sC46 Vts 5&! r YW trA9[ O( ro yp•'17 EV tm oET ,/u) l q p I AT EID PKr�9) (•9Q2/"OETAIi 1/14 �� -. j: � M � � i•LKRN'LR LOGIOIN oR I I Y DD PANLIB) i 1/,A POO= CaN[RETE At j/I4�MS I . d°d1,E,a,WwmA` I r L10-1r /4t 2/4 21/4 3/4 OR 4/4 1, 2 k hW/15 1, 3 1W/15 ATEIIMTE LOCATION -•) ON LIFE SAFETY PANEL L AREA w/r10 LIE SAFETYPANQ,S NOTE 1BFUAY) IA REOUIM PAN[LS W/ ql,!E_ SAFETY _. _R[R jv W/0 REGUWN TRACKS- A,ADORa r •f- (SEE NOTE 1 '•"�7•T-lT - BELOM ' LAS! PN1E1 TO BE_M7ALLED AS , (sLx scltEDlu a/ ..1 Ems, slolwl FLU, WTI/°NiM'WEND�FD SICri, ,4) PoLi m cwrCRTE-J (/ IU, LM"W' E COIL Rm+wROGO 1 Of BED OR REE/°VED TROY IN90E SD*MU ON smart ,., ELEVATION WALL YOUN_TLNG INSTALLATION L ATION WALL AND FLAOR YtxINTING INSTAt1ATION SCALE 3/32--1- - SECTION I SCAT 3/6• . 1 - SECTION 2 SCALE: 3/8• - ,' -1/4 M" PAP 60.2 1 ' L ' 1/r a .. OAP NOTES ON Lr% SAi STORY PANE_ STSTEM INSTALLATION L) I. LIFE SHEET' STORY PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEOR AS AN INTERIOR PANE)i �' PANEL UOCATKU, IN BETWEN OK 6ULAR Nett ,) pwgus Ar LIFE SAFETY PANELS MAY OR MAY NOT BE INSIAALLED ADJACENT TOANY PANELS 0 ► s (W/ OR W/o REG" TRACKS.) 2. LANE SAFETY sroltu PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORY PANEL AS SECTION B-B PER COMPONE SHEET 2 OF DRAWNNG, SCALE 3/32•-l' THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE ,NrIN11N11NH .!. LIFE SAFELY P REQUIRES TOP TRACK TO BE COMPONENT(DA BOTTOM TRACK TO TI BE COMPONEj(TAS PER SMET I OF THIS 0R/AYINO. y P p;;•,/T�� COMPONEMSSi®®NEQETTY BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I A V ' i, 2 ON THIS AS WELL AS DETALS I w 2 ON SHEET 14, . J�tENS�r •. _ FLORIDA BUILDING CODE (High Velocity Hurricam Zone ' 4. Min. LENGTH FOR COYPONEM 0 6 IS'. ? NO' tmm a+aa..Ne Ma. ANCHOR SPACING FOR ANCHORAGE AT BOTTOM GIVEN CAN - rP. SCHEDULES a 2. SHM 14. ® 6 ORM PANEL OR.EN On ;• Tk 20 GAGE GALVAND STEEL ST s * COMPONETNTbMAY BE PERMANENT OR REMOVABLE Tlr __.._ is a/zv2 m 8. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET VS. 'S'�• Oa+Q� •' GLOBAL MN.mzl.PROTEC�TM MktU.C. DOE a� '7•!J 6 SEE SHEET4 FOR DETAL APPLICABLE TO THE NECESSITY FOR THE INSTALATION OF �, `J OIAC Rib, MI SON A`• f Al Atom R i i,s •.R•It P. Dtw R,ac M4),w-TEAL FAX (EM).w-a9r 2Q-176 SPACERS AT 7RACK$ INSTALLED ADJACE])1 AND BEYOND TO 57UCCD/wD00 BANGS. NtNr +... KaR W+-,m r.. Nm-,aD H{LMW-U Kaq PL SEAL/WON.nAEIO.,E G-000Ei11 rY ,w WALi{R A /EN 1, Pl I•-W tr• MAXIMUM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH OIL" SCHEDULE (,WA ONLY FOR li #wALATON9 At PER silmo s 1 TNU IQ am SHEETS 4. S ! a) THEM MAXIMUM A.S.D. • METED r/ t/4Y-2•It• SS US & WWO n A WOVP • WUMN a PANG_ DESIGN PRESSURE RATING (p.a.tA1 AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n1 A (� INSTILL! INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (TYLID ONLY FOR PNELS (Da @ misTAUA110N6 As PER sticnaNS I lnM 7, ON $HEM 4 a e) ATIONS ANWAU TO NINNNy�r A: 3L;''��CENSF'•"� FLORIDA BUILDING CODE (High VelocityHYrrfcone Zom No. 4167 . a n D0 "c 20 GAGE GALVANIZED STEEL STORM PANEL e w * -F- GLOBAL PROTECT" PRODUCTS. LLC. .K. OS+ tL E C O Ln°. • ° wc'ii'nT+i c ` R.., PYB e:-,r r�i �°�m-�w,",w hDK M•Mw-7s.4 rAt: p04).w-Or7 20-176 Wtr•NNN L 4MJ70WilM./WTE "DOD" aw trr 4rrw.w r OYrD NA NATO A TAX 0_ PE, "I ,>-,u _ _ tORt e A >r IMiYIG U+r.) /9FIT016�N �m K^.' OOIDnDN I.D � WYBILOION ,sea, -Ito ?,-Sr a LLSB x 1/a• OiOLRD , TAW, a s T .sas. -na »'-s• ro r-r w.. 2 ]/4' IAwplTm t ,I.lu s • 7 .Si -71A >r-r TO „'-2' MNP. 7 1/7' •O11�11 .43d -460 t2'-4' OR lffi ] ,/2• ' D O14AMd N S. 9 • ,OLz AI4IONN AS.D. DESD11 FPKyS1DE aT.D ID+i) Ygwl{Y ANage 1'Mg4 FOR CO. - ] 1/]' » S[LDw6 / ! ANN COIImW10N a 1MT]I INIA.)Y PANEL LEMON 1' (nJ TARDN Cr TN-W CILM-41 PI/E,LI:a[ PBYt[ D IAr+aMDE 0.a ro CONCM[ 10 COWAKK rpald4TC TD CDrrIILTE � A OOrIOKR . m cONCRTE iE t' WA N/A WA r rN/A r N:A °' WA 0' S' N/A WA Y r 6' r 6' 6' t (BOrTOrI) .' WA N/A WA 6- WA .' W4 r N/A 7 n0P) r N/A N/� WA r M/A S' N/A r WA I (t1Dnn0 .BELL -T]D r WA WA N/A e' N/A 6• N/A r NN ] t 4 (LOP) 7'-e' OR tE33 M LESS r 5• N/A N/A 6' T r e' r e• ] Ieantm) e• NN WA WA 0' M/A •' WA e• M/A T �) IF e' Ww N/A Ir ♦ t 7 (Ronda N/A 11/A lD 1/2• 6 IN' ,2 1/7' a 1N• 0 1/4• . ,/•' a ,/a- 0 ,/a• S (1DP/tlDnall) BIx w+aTa to • t I to AItQ10GK TYPE a 1vwe.D MR PIsrMLADrs 4Nro .D00 rstLE wxDw. IW..A MEJat SPACOIDS AND Ybw..l CODE DISTANCE AN •pG1ED ON 116 StlEOLLL POR [LI L6b Tr1tn .aC111m DN 9OEDIAE RlDIDE ANC+IOI wMplD br IRAt1ILTN0 eP1DA1a SnNWx On .OROULL 6Y RNE FULLOWrD nC1O19, roll ire OPERATOM ro R PDORbtC RmUCiD tiAOID OBOAED trNO FACTOR lrMil NOT .E TES irMN YAANN ePAaD INDICATED Pa Fi,Llt rICU1011 ITPc At AMGgRS IEOOIIO. MIOIR t7R 1/1'A 91PDw- 1/P4 OLI.-.. 1N'4 PAs;Y1 C♦- t/sTr AM�-Al�aE //11 -yy,� t/4'r ,pD-tT Yw ANWa tPAow IN ] a a a , ITT ] Aalw. 4 aBlt 10Q� Rlalla - _ ,,4 LID.. S/•• LOW BRAY.] KSWC W/ 1NY-2Od' 14. ME • a ,/4. O.C, roe f PANEL LEMM LIP ro W-W AD a 1/4' OX P I roR Lamm LIP 10 &'-W YP. ON �la-,0 PANUMA'K FFYgE D a PAEL V AR PLUS • h. ,: 1 • 0. C. WON I Ijr Yh TI•EAOm mm 10 IEIM FOR ALL Loam IA r-r Ma. SEE -1 1+ � .I 1 1 I 1 Ir 1 1 1 1 1 1 1 1 I I I 1 1 I rSCHEDULE Ir B r EON 1 I roL- 1 I'. 1/4' LID.. S/r LONG &BASS wosma W/ 1/4'P-20W SS Y.S. • 6 1/4' D.0 i FOR PAIQ LOCRa IP ro 3•-0' AND 4 ,/4• D.C. no um" IP m r-r ,tom. i 1 a fl4-to maLtim HOWL D a r� MNOmm PLUS W 17 '/1- a G Orm t t/7• MA NKI&CD P09WA DN Ai YDNOTN SE caw" "M RATE M. ALL LED" up ro si A. DIRECT j?Wi SCALE 3/1 I�TE9: i• INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-6' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I)0'FE FOR COIIB19Md10tl OF SECTIONS' TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. sum • EVERY OVERLAP (12 1/2- D.L.) TQ HOLD PANEL INSTALLATION DETAILS FOR REGULAR PANELS al t1a INTO EXISTING W000 STRUCTURES I 1/O lade • 4' DL • Il I'. I //2]•` YY. 1rrW/0� 1 A D16,K tlepp rldOat :•' .11 ' EO{ _ r EO S. 1 F _ I I I ALTERNATIVE 1W � SCALE 3/s-,• souE J/B-t• -���NN�I. LL9s�rMn�w e ro olwss I �� � ' I Ei�ilr +ah4 Dc r j EON_ EO (. I Eaf _ I -i Tlr� e•ae PIAK I. --� i/7•UOiI. n'O1fiWADmr °PWiNw'�a ALTERNATIVE 1W ALTERNATIVE AW a'.a• PLATE • tmeN a rLAn SCALE 3/e-1' SCALE ]/&-,' REKNym : 1 R1A, I�QQ Fp CON�T NCR ��I�L{�jQN4 It untt un t�ct.t G Attwu PITE SN1UTiER TRACKS Nor SIgsN t GIRL 1�' - =ii�i1■L:��G��C•71�1 ��������� .�. • All. .7. •L • . e _.- STUDS �� PN(BEiIWL M iIPLON a TM -OOP DWA-11t NYNara[ rOWC D PNEYWE PUIs i MVtMw PANEL IDDIN l' (N) ro COMroO[ ro WIICRiR To E II.00Y m � m �E m TO SE/ WaNAn°N ISNrdnG 4 2 ®MO BOOR YOt»Ir CONDITd6 AT BOTTOM Wi Ems. - ! 1/2• ART I YAMNASS P1�IRE PA1rD .Ar. (f11,0 • •/B• r. POI 10► a MILL) CI< I (END W Y YA na 1V a AAiO APPLICAINIE TO ! COieDIW,LT10 OF THEM YADMUM PANEL LENGiII 'L' (R) - :::!m!Ei TO - ro To +49.2 -61.5 J• 3• a 1/Y 4 , 2' 2 (BOTTOM) T-6. OR LESS +SI.D -66.0 3' J' s• a' I (BOTTOM) T-6' OR NABS +55_0 -72.0 1 1/I' 2 1/2' t' ' 3 t/Y 2 (BOTTOM) T-6" OR LESS +55:0 -72.0 2 1/2" 2 1/2" N/A N/A 2 (80ROM) +55.0 -72.0 N/A N/A 3' J" 2 (60TTOM) r-r ro e•-e• Hurricane ALTERNATE II SCHEDULE I� I INTERIOR PANEL END PANEL -3`- /2 FOR - rt FORr-- �sPu]Nc N's`wcl 1"-3• Yln. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) sCALE; J/Lr - I - MAXIMUM A.S.D. DESIGN PRESSURE STING (psi) AND CORRESPONDING OWN 11 MAXIMUM PANEL LENGTH "L" SCHEDULE IAPPLN'.a-_.tad. n�SErTlnuc , r 2 Nldcnn rrn Iss SAFEIY nrnu Purr a ON SNECI I3) ttaw.A wad a�li To Yw. Pwn Lawn, rlo•.W AU.w WPJ t• (n) (R 1EC'ODeI ,MA, >oARwa 10 9IA>s rrta mNWNaN .sad. -T]D r-r 2 u•• ,Arn,tD 1Q !QT /0 rDR AKp10A. 1,R t SWGW NOR .ISTNaA1Dt6 MO WOOD iMIE BtAD.4 1wMY ANCr1011 lPACIDf ANp YNYW LTNE 0•TIMC[ AN r10.]1R0 ON 1M! 9I]�IAL- fa [A t134 i11AM eDEATED dl SrXOYE RmLCE ANC11011 wAYfIO m YLLIWLY.p SPADING S/I011'N ON lulmlxE BY THE rOILOtKD rACro1K. TOP 7Nm OPQYTIOI 10 H P0.♦>� R[DIK1O) YAL71G OBTAINED L®D PACTd1 BrY4l NAt E 1iS9 TliI,N tIPwP1A/ wMCOD eDGCllim FOR p:C1G ANCIDR TYPE A7 AMCIDRB LLOE/10. 1M,OOl o Ilwie� ^�- • rw�K aNN-W YR AMC/wr w'A0.0 (LETS ! ! ] ] 1 1/2 •w..wa DIJ ] ! ] ! ] AIt1Ye. ra � LIILtITI� RlelaE tm No.44167 *; * • (ODE (VALID ONLY FOR PANELS Gia %1 INsrALL1TIONs As PER SECTIONS t TNRU 10. ON SHEETS 4. b ! 61 PANEL IIAItl1Al11 Y1IYY ANONOIe >rAL'NO FOR Ed. - 3 1/2' - ASO OFBDII TAPCON R TAP -OW C,IN-IN P'I/ILLIMn fE]MIE D PAIELANTE PLUS BOLO SET m SUTIONS ro ro ro ro ro m Al" aGNeIY6TwN Ln�ian, SEE BIEETs IQ I, AND 12 MR Axu,oRe TYPE t SPACING FOR IISTALLAtI0N5 1Nro wao t1tAE Blnana NrI11UY ANDAR SPWCNOS AND 1111111NtM EDGE p6TA1Q ARE MDIG7III ON 7N5 SCHEDULE. FOR Ea tffi TMMI PNORSLTED ON SCIFOI.AE tEDtRi AMCIDR SPACING BE YLAIPLTNq SPACING SIDWII ON SCMOULC BI THE PaLLDWR10 FKTOSL colt THIS OPQAitON ro BE Poas•LE. IKDtICm Srrlcla O6WNE0 USING 1AC10A SMALL M0I BE LESS THAN LD.IFIA1 SPACING CNOGIED roll fKN AMCIDII TYPE AT AIICmORB .EOi1p, AIOER HK 'N'a Tway +A•r a TIIP-OAP _ ,/r. •�•'� _t/r. °i�� ,fr. 9AK-N ,/4•Y aOUD-CAT NaomAra or...Y OJ ] ] ] a a a ,n R•,rrl olvNr ems (w ! ]to . a ,n A0R E2.��" IA.CTOR INSTALLATION DETAILS FOR REGULAR PANELS n � INTO EXISTING WOOD STRUCTURES Ili I' 14-10 PANpANTE PLUS 14-10 PANFIAMR PLUS PANfFWTE INSTALLATION DETAILS FOR OPTION ^W W VJ VJ U N N U- � W O U O U '�'^ LLJ = Q Z Z Q J SHEET N0. SH 1.1 ANCHORS (SEE SECTIONS ON 94EETS 17, Ift, 19 IT 20) -- -- 3 WX SA/i7. u/17. SA/sIL 3w7. 41/17. MAIL 3* MAX' 1: MIN, It &W/to. marps a "W/20 awle. "m/10 a W/20 I' MIN. 03A.Is, 4 0 0 MAX SA us PANEL LENGTH He - -f OMTS "/Vo ------- CSEE SCHEDULE) We NUT WAS� "Traw commums 41VI7.,W L I' VAX same/111, TAW/ ge IIW/20 W/1%. 7w/ 9 &'a#/20 im. ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 6 20�- OPTION J2 FOR LIFE SAFETY STORM PANEL(I ELEVATION SCALE 3/16--1- Sir oft W" q) 7- 7,4 SECTION A -A SCALE I ! LVA MIJ! W-W-11111mil *4 Eel ZmJz4**i1R4 a 0A 1I1k1mf-WxmN1 1, A@jX4*z1;01z1 61MM M"1AI!L1j!m;r_1 ILI 9 m I AZ lei 4 1111111 MAXIMUM A.S.D. Mc.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.m.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION 1 +55.0. -72.0 W-5, 2 3/4- UNBOLTED T01EDC=RlETE_ cor BLOCK REQUNED I som IN W4' TAPOON ANCHORS r O.C� INSTALLATION DEWLS FOR OPTION #2 FOR UFJE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 14' TAPCON ANCHORS TAPCON AN04M IZ4; TAPOON ANCHORS 0 9. 0 O-C, 0 9 CC O.C. POURED POURED CONCRETE POURED OMMORETnE. a DOMMINEM ON CONCRETE OR gm�Ncmm KOCK BLOCK REQUIRED OLD KIEDUIRW 1/4 1/4' 11/4 M_ LAM. mow. "EVARED ED.. f 0.0 LOA -3 CLAM Q Q In 41 f DA E.D.- EA- OR WASHER 4.0-204 N.S. W/ /a 013��3214WANJF; mJT WASH" 3/32- nic wit 1/2 Ox (BEYOND) * 12 1/2. ex 1/4- TAPODNI NCHORS _�/4' TAPCON ANCHORS TAPCON AN ---V4* i/r D.C. OHM 0 4 1/2, 0C MMOGDU Q/ STUD) 4 1/2. O.C. (STAGODRED W/ STUD) 4 4 1/2' O.0 IOURED CONCRETE 001 CONCRETE BLOCK REOLWM I DWALLATION POURED CDNCRM OR CONCRETE BUOCA REOURM WALL maugnma INSTALLATION WALL _FOURW CONCRETE OR CONCRETE KOCK REQUIRED At LATION WALL Wmiff -POURED CONCRETE OR CONCRETE BLOCK f� WOUMNO LLATION 2- REGUIAP, MEL SCALE SCALE 3/8--1 a it LAK -EMU SCALE 3A*.I" X�Irm Uff SAFETY PA SCALE 3/r-l' UX ow to & 20 "a Amm" TYPE a ANN= I" SPACWC fm OdT^AATMB ATO ISM W "am wage 0.3 WAS OULDW WOWAIM ANCHOR SrACNQS AM UMAN Isse- 3 SOMILE FOR ED, UMS TOM VC"MV "well wo sc.mm HER" ANCHOR s-,MXC of VULTIN."Ic SFPCM Do" ON SCHEDULE Amm L26 Ow womce mom W PAT FOUAMC FXFORS. FOR THIS 0KNOTION TO ME P=ftE NEDUCED 'Ir JIM SPAM ONVACO USM FACTOR SWAL NOT I/r K LESS THAN No"" so"Coa momialoo FOR EACH 44CKM TYPE 04 THIS SCHIEDUM 140 /r INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAMY STORM PANEL SYSTEM INTO EXISTING POURED WCON ANCHORS CONCRETE OR CONCRETE BLOCK STRUCTURES 1.,(4* TAPCOR AN04M 1, OC 9* cc. POURED Ell OR GWXf0oUok OR MAE Ocic REOtAm Nor REoUIPED 1/4" mor. I =Ar. set' To m LD* T.17'­` 114-10 0 PANEUMATE PLUS W/ . 3/U* WINO 40 WASHER 0 8 1/.- ot EOURED CONCRETE OR CONCRETE BLOCK REQUIRED WAU MMIUM lhm�?Jkl LATUDIII =E%L-M 0 REM PANEL SCALE 3/5--1- SEE MOM It & 20 MR ANCHORS INK AMM m Immama To "VALLMOO WM wm _00ow, ift AMM 00 3 3 FIRM INULDIND, MINIMUM ANCHOR VACINGS AM NNWN ma covin ARE MOCKIED ON THIS �Zft* 3 3'/2 soma FOR ED LLIS IN", town ON SCHEDULE Rm;cE lNCHOR Spmso m MULT11ruvell IF.Cm sow 0. SCHIMULA W.- W AMM LAL ORK NINO to" ITY THE FM4== FACIORS. All THIS OPOWON TO K POSMOLL REDUCED MIAMI; ONE -Am usm FACTOR SHALL MOT WE LCIS 114001 WO" SPACM WINCITIM FOR VZR ANCHOR TYPE ON THIS SCHEDULE ____r Im 'ft Im 3 lIr T--- ----- I wart o) L0.0 4):;10'f PANDAATE PLUS el 313r WING MIT WASHER BLOM REOUW40D WALL MIOUNTM INSTALLATION M RM58MEL SCALE 3/er-i' -0 > 0 -c= 0 =3 CL CL 0 0 L_ Cu ­0 4- CL Q) =3 -0 M 0 -cu U) 0 C L_ 0 5- _C) q: 0 3: Cu = 0 0 = CU u- i*_ 0 - ICU > Cn -0 a) Cn E " a) -4-0 CU 0 a- CU -0 40 C .0-5 C/) z z W mi INSTALLATION DETAILS FOR OPTION jJ2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM -KXM: VALID F-Z MAW STDRIM PA-40M gfsmd INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLD.) HAS BEEN VERIFIED FOR COMPLIANCE IN a 0) WWAWM EMBIEGMW OF TAPCON ANCHORS AND PANEL"lf FEMALE to & PMELMATE PLUS wo Comcwt ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA WILDING CODE. 4 BLOCK SHALL. BE I I/ 7, T1 CALK DESIGN WING LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE CODE. 9.2) MINIMUM EUBMUENT Of 1/4 X 7/8 -IN ANCHORS SHALL BE 15 7/8- INTO CONCRETE. FOR A WIND SPEED AS REQUIRED ITT THE "ISOICTION WHERE INESE SHUTTERS WILL BE INSTALLED AND POO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 0-20 SS SIDEWALK BOLTS USED SHALL K LOW ENmGU%KSWUUo ANY NIATERL 0 To "LOW FOR A DIRECTOR41TY FACTOR 0.0.85, USING ASIDE 7- 10 AND SHALL N07 EXCEED THE WJDMUM (A.S.D.) -cow RED 1/4 FINISH AL UST) 1/4-. TOWN 0 or D.C. DESIGN PRESSURE RATINCIS INDICATED ON SHEETS 25 & 26. ENGAGE 31,V INTO ANCHORS. C - r G.0 4., TK�Tm 1/4*0 IAPCOW 0 41' O.C� 11HREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE OEM WIND LOADS DETERMINED PER ASCIE 7-16 I I/V ow, 'I"IRAGED WOOD 94AU IN FIRST REDUCED TO AS.D. DES" WIND LEADS By MULTIPLYING THEM BY 0.5 IN ORDER To &3) AN CASE THAT PRECAST STONE, OR PRECAST COKRErT PANELS BE FOUND ON THE DTSnNG WALL, a 114-0 T!!Cq! 0 Or D.C. /1 1/2 1=CED cl� Z. non,wow WOOD HEADER TO COMPARE THESE W/ MAX. OILS 0) DCS*N PRESSURE RATINGS NOWATED ON SHEETS 25 & 25. ANCHORS SHALL BE LONG 04OUGM TO REACH THE MAIN STRUCTURE K-�W S" PANELS. "HORACE C= THREADED I '� I , I , " HEADER HEADDR MIADER W-40101 SHALL BE AS MENTIONED IN BA) AND 04 0.2). I IN ORDER TO VERIFY THAT COMPONENTS A140 ANCHORS ON rWS P.E.D. AS TESTED WERE NOT OAR STRESSED, A JaX INCREASE 1/2- A .6 W1111161i IN ALLOWABLE STRESS FOR WIND LOADS WAS fiM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS SEEN IN- CZ C14 DETIEFINAMED IN ACCORDANCE WITH N.D.S_ 2015. (C) AJOCHORS SHALL BE PiSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF ANCKWS U >< -9-- 1 i , I , 2' CL_ r WOOD HEADER 5 0 OF WOOD HEADER STORM PANEVS ADEDUACY FOR IMPACT AND FATIGUE RESISTANCE HAS DUN VERIFIM IN ACCORDANCE WITH SECTION 1 2 "LIM Mon. REQUIRED : C14 J THE ABOVE MEWIONEO CODE AS PER FENESTRATION TMTINC LABORATORY. INC. REPORT 0 2032, AS PROTOCOLS TAS-201, 11 rf SHALL BE THE RESPONSOLITY Of THE CONTRACTOR TO VERIFY TK SOUNDNESS OF THE STRUCTURE WHERE SWITER TAS-202 ARID TAS-203. I HORACE L 13 TO IN ATTACHED TO NS M PROPER AMC THIS SHUTTER SHALL ONLY BE ATTACHED M CONCRETL BLOCK C= cu 2. THIS SYSTEM HAS RUN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE G CD IW5101E W/O THE USE OF A LAW" OR LJ`TL THIS APPLICATION IS VALID OWN WALLATION IS INI"ITED TO BE PERFORMED 12 THE &MALLATION CONTRACTOR IS TO SEkJCAULK ALL SHUFFER COMPONENT EDGZS WHICH REMAIN IN CONTINUOUS 3" _0 FROM TW IMSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WRND/RAN1 INTRUSION CAULK AND SEAL S140TER TRACKS ALL AROUND FULL ,7 L EXISTING To CLAM 'L, To SAM; GLASS GLASS 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINOCAVS WHEN MWALLATION IS REQUIRED 10 BE LENGTH' Off (SM Door $001mummE PERFORMED FROM THE INSIDE Of STRUCTURE, I., STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND IONIAIC PANEL LENGTH ow HO,` TV 'L, M­ PAW. LENOM To mar, '40 �ww, -:1: SEE Non I BELOW) PANEL LENGTH (Sa Non I Balm REGULATM PROVIDED 9Y THE A)RGW*N IMHERIE PERMIT IS APPLIED To. C= PMEL LENGTH 4- SERIES 200D WALLATION 6 APPLICABLE 10 SM= AND DOU13LE HUNC AM ROW Al SUDERS WH KISTWG urr. `1" Mr.. STFUE WNDOWS EN OU (SEE NOTE I SROW) T, AM (SEE "Off I snow) TO ft� - INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE- OW 14 AFFINUM WINDOWS AND DOORS, INC_ E - Z H" STORM PANEL SYS IS pe pENOW PANEL LDIOTH V7 - PANEL LENGTH TEIA. m 1 1 LASS I cas: mramix W nJ1 0, mm to) TIT SHEET ON sev 'a) (SEE NOTE I BELOW) (SIR NOTE I Sam) && Vs ir 1/4.'*- 1;- 5. ALL ALUMI" EXTRUSIONS TO BE 603-15 AUM AND TEMPEA. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION JZ Cm S.S f, =ENT&D.), PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE p Cr 7/8*0 7 3/32 7 rNrORMAIION FOR A SITE lr� WHERE 114E SITE CONDITIONS OEIAATE FROM ?HE P-E-0 WAD or fl� ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL HAVE 3105-"14 AUM. -L'- v" - Nur 6 -r METAL PANELS SOMLL 0AYE STRU OU ASTIA A-653 G 50 Min., GALVANIZED STEEL CONTRACTOR ID BE RESPONSIM FOR THE SELECTION, PURCmk% AND INSTALLATION INCLUDING Lim SAFETY OF E 7. ALL STEEL SHEL CTURAL AUTY STE11- RADE THIS PRODUCT BASED ON THIS PLO. PROWITIED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON I e4c 58.5 Kil (AFTER ROLLED) DESIGINITION W/Fy THIS DOCUMENT COfWRuCTIOJN SAFETY AT " IS THE CONIIIACTORS RESPONmm, w wo o PENETRATION 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 346 AISI SERIES OR CORROSION RESISTANT COATED CARBON STM AS PER DIN W I" PRODUCT EVAUATION DOCUMEW WILL BE CONSIDERED &VALID IF MODIFIED, MIDWON Of LT,' 5wis W/ 50 kit YIELD SM040TH AND 90 k* TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (d) SITE SPECIM PROJECTS SHALL K PREPARED UY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WWH WILL BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 36 kai MINIMUM YIELD STRENGTH. BECOME THE P,413,o FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROPER _3 I ME101:6 "Or IIIEW ACTING AS A DELEGATED ENGINEER TO THE P-E.D. ENGINEER, SHALL 10. ANCHO115 TO WALL SHAILL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (0) 0 (A) 1m, L (4) THIS PEA), SHALL ENEAR THE DATE AND ORIGINAL SEAL AND SKWATURIE OF 'THE PROFESSIONAL ENGINEER OF EQ. & t/00 TAPCON ANCHORS AS WJIUFACTURED BY ITW. IMALDEX. INC. (MIN. I'c*3122 P&i.) RECORD THAT PREPARED 11 Lt- - I - 1 1/4- 0 K 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DCWALT INC. (MIN. I'c.3WG P.&�) v_-L v.S. IS STORM PANEL MANUFACTURER'S LABEL &-ALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN W, ED. = SS 014-10 PAWUAk1f FEMALE tD & PANITINKTIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRMFION PRODUCTS ACCORDANCE WITH SECTION 1702.9.3 OF FLORIDA BUILDING COM, ONE LABEL SmAUL BE PLACED FOR EVERY OPENING, !7jB-. 3/32' WING WO 2/9*0 . 3/32, WIND WISHER 0 12 1/2, ac mimm, (aEyowD) EQ ED (V-3350 PKA) LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE, WASHER 0 �2 I/r O.0 NUT WASHER (SEVOIND) L L coh, 4, a' cc -0 T4.com 0 6. ox. AND 2- FOR PANEWATE A: "TAPOt.,fSte O.C� 061) MOMMUM EMBEDMENT OF TAPCO14 ANCHORS O(TO POURED CONCRETE SHALL BE 1 3/4 LID; ,;r THREADED AT Maod)TO 2-.4- WOOD PLATE 7/6'0 . 3/32* WM NVI 2.4' WOOD PLATE �7/8`0 . 3/32' WING NUT FEMALE ID & PANELMATE PLUS. O.C. WASHER 0 (BEYOND) A"/WnT THREADED Or PLATE REOLOtED TOM AT UVMVM j ANDWN)TH REOUIRED WASHER 9 6 1/4 -9 1 7/8' CALX-IN ITS 94 BE IS 7/0- INTO C NO 0A INTO OF PLATE Of PLATE _Jjg;j� PLATE PLATE 014-10 PMUMATE KA 014-10 �:m A2) MINIMUM DAINEXIEW OF 1/4 ANCKO ALL ONGRETE KEMENT 0 Cc ANY FINISH MATERLAL SHALL K PERMITTED PLATE PLATE 0 5 1/4* O.C. a 1/4 0­20 SS SIDEWALK BOLTS USED SHALL BE LONG EMOUIPI(SHOULD ANY F94H MATERIAL EXIST) TO ENOWA 3/4- WALL ATM . THREADED MIN. THIN 1/4 WALL Ma NQ INISILMIATM hARUPAMEL SMERMAINF7=21 AT WNDWIDTH OF PLATE AT WOW J W11O ANCHORS. WAILL IJOUNYM WEAUAM AL�� R&W SCALE 41 LIFE SAFETY PANEL A.43) IN CASE TMT PRECAST STIDNE PRECAST CONCRETE PAWLS, OR PAYERS BE FOUND 014 T-KE EXISMNG WALL OR WALL IdQUtMNQ I FLOOR. ANCHORS SHALi BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS- ANCHORAGE SHAU r BB WJLm - PANEL 0 MEOW MPANFIL SCALE 3/8-.1 WALL IUNnW WMAUAIM NMALLATION EN SC&LE 3/5 SCALE 3/81. 1' BE AS MENTIWD IN A. 1) AND IN A,2). ALTERNATNE RAW A 00"441"Hun, as , i� 0 PANEL No. 44167 r4* . .......... '1. (9) TO EXISTING CONCRETE WN K TAU SCALE 3 ENSe SCALE 3/8*- 1' z FLORIDA BUILDING CODE (High Viloolty mu carml zone)[ 4C FLORIDA BUILDNIG CODE (M19h Velocity Hu cane Zone) 1/4- & TAPCON A4014M AS WMFACYURED BY IT W BUILDEX. INC FLORIDA BUILDING CODE (High valcmf�fy OKWU Core Zone) �,WfA�TJONS ARE ONLY VALID MR LOINGS WIN A.LO. DEMON LOAN To -53,5, -72.0 PSF AND PMELSWLEWTH Lip To W-r samic nocco, file Ono TLIM I/. ' IP X 7/8' CALX-fN ANCHORS, AS MANUFACTURED BY DEWALT INC (f*­1500 Wo STORM PAWL rp LATIORS WITH &S.b. DESIGN LOADS 2. FOR NEW WOOD FRAUE CONgrkCtIM WOOD MEMBERS 70 BE SOLITHERN TIT PRODUCTS (f'ml-2071 p�wl) % IIAL 97/"/3= ov/s/2= Up To .55.5. -72.0 P9 AND PAWLS LENGTH up To 6 -8 GUMAL PROTECTION % S GLOM MxCmN PRODUCTS. LLC. DATE, 51 IILIECO.me MOML PROTEOM 'ATE - - *4 1- 20 GM GALVANITUD STEEL STORM PAWL 2 S 20 CAGE GALVANM STEEL STORM PANEL -0 "0.4 Fp No, 44167 rp. Op� In: 4 20 WE GALVANIZED STEEL Pill NO. 2. W/ SPECIFIC DENS" OF 0.55 OR EGIAL 1. INSTAL ARE ONLY VALID FOR auuwas -10 PANELVATE FEMALE 0 AND PAMMMATE PLUS AKICMORS. AS MANUFACTURED BY ELCO CONSTRUCTION BY $1 PRODUCTS. 11C. DATE, am- PRODUCTS. I.I.C. 2. MR NEW WOOD IFRAW CONSTRUCTM: WOOD MEMBERS TO K SOUTHERN srmm 4 i� 4= 1. 61 sow PNE NO 2. W/ SPECIFIC DENSITY OF O�55 OR MUAL A. 333, Dow- n. =I. T" bNff- FL 3W14 To, ln.)-mr 20-176 ftoc. 0"00-"W f" OUNNO-SM 20-176 1. mom m: "N"-M 20-176 JIN momwo - mor, 2, ar is TIALM I I.L Jr. C."exiKu"n am a" I- W&M l. TILLY 4'.. P.E. sm 4 of ill now, I&M ;60 0=1 all *a, 4V P" . 1 j 1 COM ONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 - - ---15.196" (TOTAL WIVH)-- -- 12.500- (EFFECTIVE WIDM- 1/4' -1,350 .075, I" 2.244* O&VANGIVED STEEL EDGE zow ASIW A­6W EDGE GRAM 50 WNSAW DETAIL MAIL A N 48ff G-40 ONLY. t----------- - ----------- T) --Z,70' REVEIMED -he TRACK PANO:S _" UP W/ HENIMED EDGE+ J`OOa* .01 t- J,2� 3,750' ISOMETRIC VIEW DETAIL A TOOD' ROUNDED CORNER 0 ENDS OF PAWLS US - END UP W1 "DARED EDGE. .750- (N.T.S) I - 'I RX) -f TRACK Pq$,_WR 125" 8061-16 Nunn. ALLOY (Typ.) -A TIT: * .44167 FILE z YATE OF VWX ltmm m 3' Mo..- ORI 3"'W(Max.) ALUM, ANQU STOP BAR I I" LONG Win GM-75 Alum. MAW swe =---W7-71 C. *owl* I`= XI "447, 1- -2.591'- 9-1 REVERSED 'U' TRACK 12!: 2.060* M. /24 6-0 0=0 V/24 4'/2 4 R/ Olt - 0 - 0 BELON) 3' Was 2'/24 b- 1 '/24 W (M mm 3 Sao*) e ENCH FOR CO.. AN.- SM 11 LOW, CONCRETE amoca or SOM" OR "m zk fm wm will* 25 Iff SECTIONS ON low 26 ONSE SCHODULE cm 1413111 j I' Ian, M. I I* Suez IACR END OF +____ 11V lIr H F ___r _vr_ 4 nil I I I r I I Ir I I T-7-1. I J_ I I Ga I -L- me Wft-40 wil" PANEL) twrmm Iffaw PANEW (DO PAWJ sm .17111: L & 4 in MM IL 3, MOuft A BUD. Boom "MS X/ i i4 i i H i H �i HH H H i I TJ_ I 1I I 7 �3­ SM NOTE 4 aa�oo 3- FAINELMATE CrypL) MR CONCRETE ANDOWS, SEE TID ON SW 25; FOR 11001) III/ OR -/OQ (2) PM%S TO BE MWALLED AT EACH AT EACH LAST 70 K INSTALLED 004 ALMM K PR&VOED W/ OPO, No SHALL ALWAYS HE FAX&M=111011 TYP"L ELM7TION FOR S RE 124MUAT! IW1AWA=EV0'0K 'm HANDLE TO FACILTIATC TYPICAL EUMION FOR I E-2 HANG STQRM&A��Lftm 11 TO K FWALUED FROM E-Z HANG STORM MNE-RUSY-SREW INSIDE Or SnkcTtML fRINCE OF STRUCTURE GAP CAP 1/4. ft. GAP -q 7 -it / \ 7 \ 7 7 7 _7 \ 7 \_/ --/ \��t \--/. -4 (r-TWOR-1).0 'j. 11-g SECTION Do PAT am BMW -I - (1) DEFINITION OF SMIN 1000, E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL molts TRACKS AT TOP & PAtIELIAXTE PLUS OR IS- LONG (IrIf BOTTOM W/ PANELMATIES. 0). RES POOD. E - 7 K" STORM PANEL SYSTEM CONSIn, NG OF PANEL - C-1 TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONINE (2) (rDS=LKSSlKL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR PAWLMXTES OR, F USED &.r WALL - - PAWLS PROVIDED AT TOP OF SUCH PAWLS, SHALL K wta- TO WING WIT ON O�/ (3) IF END PMELS ARE CO SHALL CONSIST OF DESCRIBED ON (3) 1 OW) T=e kcs, Kft TWJMOSCREW BOTTOM IT EITHER OF TWO (3) FOR CASES WHEN END PAWIS ARE j:M JOi AT END PANELS ARE WIT STOP EXTERIOR FLAT FLANGES OF END PAWL BAR r-I)IN. PROVIDED AT TOP OF (4) IN CASE THAT END PANELS ARE NOT CONNECTED 70 BOTTOM IS ONLY TRACK Cla. A STOP BAR (4). FOR IMSTALLATIONS WHEN DO PANELS AND SOME INTERIOR "IMS ARE DIRECTLY USED AT TOP) AT LEAST TWO PANELS SHALL K CCAIMECTEII) TO 9OTTOM1 TRACK MOUNTED TO E= USING SPECS 00CATED ON WIT (3) AINNE IN SUCH CASE. CONWECT*N Of PAWLS Y TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION MAY BE USED M I =AT %'TT=M10%LALL :(.r#10 PANELK40M F SHOWN ON ELEVATION AND TIT (5) SEE SECTION 1', 3' 4- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25� In EDGE DISTANCE. 00!# N07 NEED TO BE C002F.- MR- I=, OWE iNSEALLIED SUCH THAT ADJACENT PANELS LEFT & RIGHT SIDE OF PANEL) PAVE THEIR OVERLAPS RETAINED BY FLORIDA BUILDING CODE (High Velocity Hu can* Zone)[ TILT= No. 4 167 .9m W_ 20 GAGE O&VANIZED STEEL STORM PANEL rip Poor W. TIT: ST OF GLORAL PROTECTION PRODUCTS, I.I.C. ColL IL 3WI. Aft 20-176 A Me.)n, _eM 2 r" *OC WOW C.-ODMIs I i --m . I - 0= 41' PX f RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM E01 INTO POURED CONCRETE OR CONCRETE BLOCK tome-, 4 SIM, 4 sm no ..Wm %" VW. 5 Q4j Sam Q or ;an =, I r �1' of ifor SCHEDULT MIX Ow ill L v Rom mr, scroll Is. ITT CLAM To aum rom OVERLAP rVIERY aluto & eva pe IT 11w, - n6 v or L L L wes W_ I - I r0oll, I ;,. -Clowns" .1io0ft ramit I SCA" m of WHOMLE wol WALL 'erclIft wN.L.e.,R ow sHoor 2" 0 IF ODOM= F ANO DIRECT jTMNQQ I WAILL AX11M9Q INST, 0 FLOOR TO CERIW MIOUNMQ INST, BUILD -OUT mmdam IN WALE 3/8-1- -L SCALE 3/8-" Smo. to Vnzffcmm "Lwaon mm Moto, TV Kr To. 'a re mj To -40 4 malo Ow Ion m "MULA"c" n MOL z 0 To. a 11101mm mm#ffm Go at FLORIDA BUILDING CODE Colin= N ANY � To mr an, TLRm M 20 OWTAUAMK STATE OF GAGE CALVAMM DUAL 1 ir,rr, nj Gux" PROTECTION SCKL. vww IW 10- - I ,4 I wilon 5 IV I I www". oe" cc (D -C= U) 0 0 0 ot m z SHEET NO. SH 1,2. - I I - I I I - U - I I - - I I'[ I - I I LI I I I - - - . - - ! __11___j_I1 11 III 11111- - VAKARA 443", IIERAD V`;; =_[ AEARAA�mmn- ___T_ PANEL I APPUCABLE TO m EE comonmk SECTIONS .6so. -75-3 1 70, OR LESS 1 2 911IF 1 - A - V. 1'. 3'. 1 '", I 2`0 a 31W .68-0. -75.3 70* Opt LESS 1 2 TIM. 1 - - I A. - - __ A 2=1,Z09W�'ILS ILS III WIPICALF" AT QVICRAIR Ar 4OX OF PANEL LENGTH PANID. M, r.%:. IV !I!' W�1111-1 '3111111i lki!,� " 04;i *�-!Ij.;,w JA Ii ,��fff'WNRW-7:1-m-�.::;.i*,�;.:"I.:[""R,�,"-.4i'�l;"W-I"��o::.;�= � --):�-m,!,'.'I(-x-7-1',:Ai, 9-'-iAl.lvlll�-11111�; I W-ii.�.qf�,�,�wl-�:i:q.:Iiloa.;�m�,,�,ifill�NI - __ 71412".. ��� , m ='I MAX` M6 *kV" ANCHORS SPACING FOR C_ 0. � 3 I/?- AA NwLr-mu TO svrnm It * ANY COMNMT*N THEM - "a LENGTH V (h) 1�.sz PRESSURE RATING (P.-T) TAPCM CALA-Ft AINCUMATIE rDvu 0 1 FED - I'D 1mL=""1 To CONCRETE - 70 CONCRETE o� To CONCRETE To CONCRETE SLOCK I to CONCRETE IF- BUICK 12' NIA I!:_ N/A 12* N/A 17, N/A V III 2' (TOP) - III` 3. A, IV 3. '. 4. 5' 4- W 4 S� +66.0. -75-3 12* - 3. 12' __ 5' - 1. - V - 1. r 1' (BOTTOM) ISERIES 1000 .. 7V OR LESS N/A N/A N/A N/A M/A N/A 12 t/2- it" 1 2- (BOTTOM) 7' 1 N/A __ I 6 i/2- N/A 4 112- N/A 4 1/2- Av. 1 - 3* (TOP) �2 . i !LA�12- N/A 9 1/2- 1 N/A I 2 1/2- M/A 3. (ODITOM) - 1. 1 12' . N/A - 12- 1 NIA 1 12- N/A _ A' (TOP) - 12' 1 -, I , 2' 9 1/2' i2' I it- 1 _ 12,_ it* 4' (BOTTOM) IF LIMITED To IWLO W.0 &S.D. DESIGN PACSSUFE RATING A SEE SWEET 24 FOR ANCHORS WIFE k SPACING FOR OWNAArO" OTC WOOD rwm 11KNA)m "M MOM SPAM" AM MINIMUM EDGE DISTANCE ARE ORACATTo ON THIS SCHIMULE. FOR ILD. LESS THAN MC90 0 SCHODULL PM" ANCHOR SPACING By MAPPLYING SPACING SHOWN OR SCHEDULE IN THE FOLLOWING FACTORS FDA DO OPERATION TO BE POSSIBLE. XMICED SPACING OBTAINED UNC FACTOR SHALL. LOT ME LESS IN* TAIWAN SPACING WICATED FOR EACH ANCIMOR TYPE AT MCHM-Loom 1 1/4'. 1 I *. An� ME _1/4'. MA.w _ I t�Ift - mI - ­Ghlx� - Aw. malaw stwoms On) 3 3 3 2 L/2 AA FAR, ! j 3 A R,= != t OIL) I i , ,/2 - 3 t/2 - 4 M& FA "K ONNO I, FA I W - -16 I 3 I/r - I - �_ i Il - 1 140 1 w - I 2 I/r I - I I= I - I Im F/I_v� + iMOUM Max. DISTANCE BETWEEW BOTTOM OF -1 -a". " 0 to BE ,/I!* ry --- IV. F/I 11�_o ++ ACQUIRES M.A. DISTANCE Klwm BOTTOM OF PAWL : AND Q TO BE 31ir I 3/is v " Hurricane GULAR, UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 112- 1 -) - - ____ __ . -15AW (TOTAL WIDTH) ___ __ - - - -.- - ___ - - 7 ---2-lar- - - ____ _- - -_ '­ - 12,SW (EFrECIAE WIDTH --- '- ­ - -- - ___ I z,t1___ -lar I 1/4-0-20,3/4' 1 ) i f -T- - 750-Ss. STUD FIRM CL r ,.250 ­ __ 6 I/IV IIYFI __ ,,. F_ _374;- .123 .- - ., To MOLE 0 6 V., i � - , - .. 10 11 r " - 1 _3SO- - 1.3- . - , . I 1.250' - -)Do- . I I , I. BE -vm-i � ,�� I - - I - - CBS - , . , ____ 7jo W II _jL to I I 1. �I. Sco. 1 j _-, �-;,-�-L _- --+-\ I." - x I I r - .2w, * � t,, 3.375' ow - - -`AO - �' 0.024' M. THICK , . __J1 1,67t' 1, I �� - '1� I I -jr , . , ,.,� I 11 OKVANam SIM - .W,. _ _ DOW. ,;4 - I , CIS. �_ Ina, __j ASDA `B__ TYR I /,l:, '. . L -- - CRAM N 2.125, _ _ __� C-60 C&V. DGE - I Op* I. w__j � I - I ` � .- __ .A 41F 1 -15. -- Elms, ) (TYP ) - - -------- ---- _ I I - I-- - 000� L-1 I S,I, (1) STORM PANEL I.- - I'm. - TAAL A- - - - I- - - - 2. __ .il ftmas 94AU BE 01FIRLUED ALWAYS - 2.3gr --- - "" LEFT TO mart W/ 1/2- I= (�) ATr TRACK (�) Amu waH STUD 01 END AT LEFT WE OF PANEL (��) I Or PAWL ,,<`�, . , TYP TOP ma 0.024- (minj AVOI s END LIP r. GALVANIZED STEEL "I -1 .3�5' `P27O 1 W/ wimmm nmr ,,,,� � I � A, , ,- 1__� -ar to.05, I - PANEL I - - 1 '33" 0 270' - - I � - I -1 - ` ' 1 `2' ' - ' I ,- , I " - *-.,� C-375 - 0.250"O __ . . , 4 , L I -I 10 � 1w ---' 407- 1 I ..BZ_1- . . - a MALVIN, .1 - 2 Wl* - --- - . IIDI� - - , . I _ _ PANEL � -g OR (YO ­ - 2.250' - ISOMETRIC VIEW DETAIL A ,___ - .,. . . a: I ;,.-j1w-I ". . RDUNDED CORNER 0 ENDS OF PANELS I - "k .00' I -I,;: 13711" - - END UP W/ HEMMED EDGF_ L , (M.T�S) 375 . r C� YFA. mormu PAUMA . zsw I- _EOGE OF PANEL 3,750. - .057' (�),KEY "OLE WASHER (�) K" R= AT PANEL - LM. - 072' ( -) m 105-HIS4 ALUM. ALLOY � f] 'I I- I vSIE[ SHEET 4 FOR ADDITIONAL - I L124' 09'. - +750, - ...' UMrTATXM IF SLITAE LOOM 6 I III'. i2S' L_ ONLY VAUD FOR INSTALLATIONS 0110 - - 1.250* I - - 371- (�) S1 EIEVE 2 1 IIII- L I A. Imr_ WOW STRUCTURED; � . ' - - I Ma. Lomm t =.[ ­ A -2.ODD* - - ,.0oV '.. 1.750' !-' -.193- __ I 12!* -- -- I - -2-5411- I. ".10 I.-- I _ . (ryp,), : 'So. . 'N' '11' �* - (2) REV, HEADER (�) HEADER - I I_ To S" M...-- - - - - I* UK (&SLEEVE J" MAX, - 2.00D'- -- -_ j LENGTH 0 @ ANGLE (B -jAA TRACK @ PANEL HANG 'AAWWWN,NAW,A, - - - 3,000- 60111-1111 ALLOY It ", ,�4' 384- � .%N A T1 (i I Z4* WIDE) I - . ��_�_, .- �, (USE ONLY FOR E-Z HANG STORM PANEL 1. I- T-A IT. - -.�- I L_ -275' .wr AA ii� .��3 SYSTEM) 6063-TO ALUM, ALLOY 1, I . 7 II11", �K7. -, MIN -I- 1. " .N * -9, I .- - I - I - - f : - 4;�:= 1.1 T_ . .. z NO.44157 I I FLORIDA BUILDING CODE (Mon High Velocity NWhu one Zone) 571. 2. - . I I� 'P:�. -j�� �",*() 2 L * IN t * � TO. . I. * ,6. ,__lANI 1. TLYmm, Ac. 123" t A-_ - 24 GAGE GALVANIZED STEEL STORM PANEL 7. *� t. .-I .m ORMAR W, 1 (TYP I 1,�`_. STATI I _T� V - . I I ..f 250* _ ,DF - 2DW,--- - SEE SECTORS - - - - - ". , � L L- L-- ' L A. MIN _ C O.... GILOBAL. PROTECTION PRODUCTSI, LLC_ . - ��;N.. .. "'T"'We" S.W. 61 snw _'oA. A .m ,/�, , l, .----a-- OAR. FIL SM14 20-175 @BUILD -OUT "FAA (R BUILD -OUT -F- TRACK @ k @0 WASHERED VUNGNUT , . - PAR= - 00 . I)IM�7M& I-- ")=P-WW PANAMA - C.-~,o WN M., 1 - 1 - . TRACK ANOU CZAAAAC 3 ALLOY) - - A`= aLog ,a, AL I I . I I am amisl I I CONCRETE ANCHOIRIS (SEE SO4MME ON- _' 94EM 9 THROUGH lot EXISTING POURED _ I CONCRETE REDURM � IT � NI-9. I a IL I I IF I I I . - IT .vzm. TO GLASS, i(SEE SCHEDUL ON SHEET 3) 6 : q) I : : 1TST.7777 EXISTING POLM �t,�t�.��',:..�,,,�,,-,�-." !E�!m ,\ I, � - � �­ _7 5/4* CONIC IE ANC�fORS T�I�_ _ CSEE SHEETS 9 =0 to) ----ID,- -, SCALE 3/8-1- INTO INSTALI POURED CONCRETE OR CONCRETE B=K STRUCTURES ALTERNATE CONCRETE - ANCHORS LOCATION -(SEE SCHEDULE ON EXISTING POURED CONCRETE, SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED, . I I IERMTE LED , LOCATION - 1�1.mmlll� I- . . . . . . - " - % - .I.,. to WASHER READ , /A- I - - . I --- � . __44 VJLDD WX SCREW am ,/. , 3�w slL - A/ Aur Mo. __ __ __T__ - I CONCRETE ANCHORS - ____ , I - -, - I 0 ; = (SEE SCHEOLU ON - ___ - __ swum a THROUGH 10) I I CA) 1 , ; ; i _QXR�'.,vallm; . I/., : , 0 EA a-- , . I . _�) EALO I , i =.%= .1 ,I* M_ -A MASS I (SEE SCHEDUTO ON I LE 4 PANEL LEMON I I - - 3) - . AV v .Z-*.%a�-o FOR 'L* M... ZIN i (SEE SCHEDULE ON SHEET 3) I _, I jo ffw I 0=-n PANEL LENGTH (SEE SCHEDULE I - T =11� L___ A— i � _� ON SHEET 3) 5ox r - ___ _jIv1_____ I - EXISTING POURED CONCRETE- _ OR CONCRETE 9LOCX REOURCEL '/ CONCRI (SEE 3 TH�fiq - a= A ,o2 SHEETS 2 ��,�_ � _�-�'� I ____ - I -1 L D.. i i III-T . i Ic M". I I PANEL LEMM (SET SCHEDULE win. I SEPARATION ' - (1) I ME? 1 TO GLASS. f ON SHEETS; ( SEE SCHEDULE ON SAW 3) : , �,'.';a�- 0 9 6 ,oar SPACEII ___ __,i`1 * r ("no� " r-c i of . I I I OF V 1'11­�, " ­ I'll, I 1-1.) OF V ", ;�i,l , . J." ��', VIM, , , , - - 0 _�L- " �� I I At". ,.- , �.; ' i - q) I - - ,� 7�1 - �zll­ � , LO ., . : . � ,,, � "�.- 50111 - : .;. .- ��. " is e w �_ _11-1 a;� - I -L, 12 1/2- (It 1, , , , I - - L I ) OF , I L . . . . . wrr I Mo I I I -1 - I C :=z: ) ! _ - - I.,- V , at ::: : - I . CONCRETE AWWORS __ I .. W :�,-_ CONCRETE ANCHORS ::::;; , i I , � I I (SEE SCHEDULE ON , 1, �' . (SEE SCHEDULE ON .. ; - � SHEETS 0 THROUGH IQ) _�/. 11 - �������������������������������������� EDGE OF WALL OR SLAB xz", 6 SHIM 9 THROUGH ,O) I, ���� , 1 2 $/a- LONG MAIL ALLIONUM SPACERS 0 !� IL4- O.0 , VALID FOR 75ALT. CONDITION) �/,�09 ..,:Z-7 - NrCTIONNGCPOURED CONCRETE ALL OCSION AND BLOCK "WING POURED CONCRETE UEWFTHS PER 94UT 3. 1 - OR CONCRETE BLOCK * J* MAX, LONG ALUMPALIM �, RIOURED. REJXNRED � SPACERS 0 , 12 1/2- 0 C. (SEE TABLE I I ON smirrs 9 A, 10) RUILD-IS It!VNITING WALL MOUNTING /DIR WSPACERS (M OR '6"' SECTION 5 -W SCALE 3/w, %M SCALE 3/3-1- FLORIDA BUILDING CODE ED. - EDGE DISTANCE NOTE FOR CDMBINADON OF SFCTJO ; (SEE SCHEDULE ON TOP & BOTTOM MDUNTfNGS CAN BE SHEETS 9 AT 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -1 INSTALLATION DETAILS FOR SERIES 2000 A 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - � ,7,t , -, :/4'0 L40 SCREWS 0 §* O�C */ I . - - I 1/2* .. THREADED PENNETRATION i 2'.' WOOD 11 �,__ - �, �� �./.'* LAG SCREWS 0 6, O C. IF/ . - .�_ - ; -it EmSnNC 0= wpm I zz' - I � - ; �; � `� .- I -, /2- mI, TwxAQTD PDWWT . i I FLAT OR 1ENDID"GE � . __ -_ I Emim WCCO .EADCP I . � ; I� 1 ) -_(�)cAn, I,..,- S..'s. jj � I L I . I 0 EA CAC OF Q I � z ; � . I .1 ) -OcAn.. #,*,,* SLAIL , �.uni . = 1­_, I . , 11 I 0 U Two of 4K) 1, r 5 ;, -9 �, a In I 1; 1 � I I 11* t 1� I i . 14 I ; , j -ol I , � . , , I li, - . I I , I i 1, , 4 jr.r (SU avAn- 112. A , ,,, I� I i I I . ) J1 Mqmt. RE"DW) . - __ --- , w ! -- If v �, - fw�_ jimiz; , J_ . I - . 11 i 9 =,&- I I __ - IF - , - - - ! ­0 : 3/11' AII,- POP RNETO IF mowu� OF EVERY CTYP ) - - 2 9/16' Amn, 1 2 ./,a* w. - I "1.,.i12w1.* � w 170PICLUAS"L ' .S� . - SEPARATION - I ;(."`Awp�1011.�,._ 9 1/0-.;W?' , IQ CLASS "A', UI I a ,/,�l "m HUT ZI., 5 .. INLRY Owl - - I I I "O" I , _ 4 i i I ; - - __" I ! I p I ; I i . I I . � - gg - - � �_ I : A it( e * I LA I J .. � Ii �_ e 11 .. : ! J. ,I 1 ! I Q. 2 [ft: - -, 1� 1 2 - I - , �_ I 0 [-- ---- - I - ,-- I - ,, [_ - , � , & , F � %=- - - -.;i - I A. I. ..�� III# PLUS A/ I IA WILDR) I I 1 I , _i - 'CRETIM."O's READED 11 �� fi 12 I/2' O.0 I , v!/'v%,=.- A;,�/.N IF _ZWOU Trl 7X: OF PLATE AT SERIES 26io CIA FLAT OR ON "'CURD" � P�A_, a PANEUMATE A W EDGE SIX 0 PENETRATION 0 1210 WALL JSS3�MG =,Wl' ALTERNATIVE 2'*w 6 me "I aft OR EDGE WA� el SCALE 1/4-.1- ALTERNATIVE I N - I I I I SCALE 1/1'­" 7 , I M11113, -_ 1. �_ , " I I INSTALLATCHS ARE ONLY VAUD FOR 8IL4.OPAcS VIM kSD DESIGN LOADS - � I� - -,-- LIP 70 4-690, -75.3 mf AND PANEL'S LIONCTIM UP TO V-10' 2 I . � 4 - - � . 1 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD VELOM TO BE SOLIWAu �[ ': PW ft 2. W/ SPECIFIC ODISITY OF 0,55 00 EQUAL I - �! . . - . I I I � 1, I =t_�_ / SEE TSTW ATE: ILI: = I = WELL COI .:�,:� % . ,�% OR QA= 0. - z I ,ODO 0. � JFP.�� AT TOP AS I :F=& !:� , IUD= j "A 0 I MY to sur, W, INSTALLATION - - - ANY I . SHLUTO-MAE" . . I. WIS NOT SHOW top CLARITY . SIM= PAMEILSQ MEMNAMM ALI TOP Olt VATH TRACKS M Ott it * MAXIMUM NIEL LENGTH "L+' OR *L-" (ft.) 0 1 MAX*" A.S-D, DESIGN PRESSURE RATING (P.0.) _(+ w, -) * WRXO I INSTALLATIONS t -L+ I , 2aO 12,-G, 12*-O* 250 W-0, I ?'-a' - jaO I I 1_#* to'-$' J" rolj!!�_ 10--o- 4do W-I, #*_41 .I g.-S. e.-S. - - Sao I.- 1. 8,-4* - $&a - - a,- r a'-D* - ___ 600 W.-0--, __ jl� J, - sb_�;;_ _____._ r-7* _r_e 70.0 I...,. r-al - 75.0 71-51 #*_ to, 00.0 r-2- 6�7- no r-1. � fi�s* W.-a -6,-,. 6--2- 010 6,-R, s*-O' Folio 6'-S' - $'-If* 1 rolo C-3, S'_9* r_11aO � 5--_�;_ 1 1 ISO - S'-d* �X!l 2 9?,$* AA,,, SCAAMIX1. to CLASS D+C AL.) ;/.;;LmScWEwS 0 6. ox A/ * nattAm Fm O ERSTAKI WCCQ ICADER 11 CWL �14T WING K. 1w SCRIVAS 0 6, Mc. V I r I /9 4 C� 114." s- /Z* -, THREADED KNIETRATON I I ill L - Ett END 0, Q) EXISTING WOOD HEADER I 'Id . . I I r.-, , (IREE DETAIL 1/24 A �-�C*"` #I",- 51's I I I I I I ___ I , 0 E, DO OF 0 . , .� - . , � I , , / , - ..k� r" I= DETAIL ,/g. A, � I 5 NOTE ,A KLCW) �1111 ___ ____ - I I r! I POW HEADER REQUIRED ! 5 1 :! � � I - I :1 -, 2 '/a- - r- I - III w�T" - 5 1/--It-20.3/4- - TO CLASS '/4 / , ,., IF 9 :2S?1_.w/ � 7 32 /I EVERY OVE140 ____ - 0 1 1 9 41 __ - - + - ____ - I P I -- a: p I I I I I I L H ! 1 4 ; �, 0 , I i . I 1 17 3 Cw I , p 0 1 : u ! - 1 IIf I I I , . 11 1 ;-. I _1 � , - I I - I ! _z . � _,��] - � - al L, , -1 V--IF-20.31.- ICS __ _1111 - I - - - L L '- , -- : L , , , , / 7 - I - , II * M` ;�=`._zw/., ;/4: v4- At ­ , I. ,g*ft1/32' WING , / , 1, i 2 "GrE 'A " - , ' ­ , , A 6z.; CA - -'V I I .I, �� 4 W, S , I mum NOTE " EELO" 11 1, I � � ,4 g��2Wd`A; WIS. W/ 7/8*4.3/32' 1 1 j 0/4". LAD I cc _;/4'0.1jIG SCAM a 6 / I I I . I ...., IF .. ., W/ THREADED F�� FIRE TOR 'ECE, =, ,/7 W THRIADED 1. (2�j4l' I 'I Id RED 4 j;A IHREADED PENETRATION - ,on 2'... REOL 01 PLATE LAIE Aftu"Mm FLAT, FLAT OR OR EDGE BUJI.b�ING ma ALTERNATM 4"W SOME ,/.--I- CODE TING 1R.s.f.) AND CORRESPONDING 2/A 1/4. 3/4, 4/5. 5/5 A 6/5 CNEDULE ONLY FOR REGULAR STORM IW/6. 21111I 3W/7 & 4W/7 ANCHORS (SEE SCHEDULE ON 3' MAX- RETE. CONCRETE BLOCK & WOOD (t) - 3* MAX SHEETS 9. 10 611) ------- - . . - �- - - - -1 I, MIN. SW= 1FANrLSnI 2nf&UNM At EACH , I* mEN7_ __ - .. .- DID WITH TRAM a) - Q4) - () k 0 OR 6 a - . a a I_EAC&1w* D.M.-O. (1), (�), r-T-i- I -1 -­T--­-r­-r I- -,-r--r_T . -- ' �- r--7-7-r--r--I--­t-r-_I- -1 - � F-i . . . LL T � MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.O. OCSIGN PRESSURE RATING (P. 0 (. . -) CONCRETE & WOOD FWALLITIoNs t - L+ I L,­ 2ao rt,�, � W-0, _ 210 la'-,o' w-r 1 .311" ,,,-a, to,-7* 35.0 to' -to' p'-s' AGO q'-d* #'-2* 450 ,.- 1. 8.-r - 500 &'-7* 81-2* - S&O r-Jr - ?*-*' - ORO J'_O1 i40-- @IQ ?I--#, ;1-2, Mo 71-il #,-It* 7so ?'-I* It'-d' 80.0 11-1. o'-S* - 1110 ,..V d'-3' POD 6,-O, C-1, 05-0 r- I S'_10' --- to" dr-j" S'_ r loao - - 6.- I I 0.0 �w ?ISO MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 ..p.I, WIND SPEED > 170 -P.I, (in) LAIRESTRAINEED1 RESTIRNAILD LNOWSTRANED1 RESEWAwa. 30 OR LESS I . I. 6. I 5 1/4- .33 TO 90 I. I. ___ _ 7 1/2- _____�_A 7 1/2- _ _ 11 11 Ali ! * 1 ' 1 1/2 7 1/2 __I I �'. ED 'i _ I. - - I' I - , 1 1 1/2. 1 MINIMUM PANEL LENM fin) FOR A GIVEN MOUNTING CONDITION __� W�rrom TOF` � � DIRECT - 1. ME -DR .U. W -Am I.SIX115" STUD ANGLE *r - `X"� -r TRICK mw W/m CUT Y. TIMOR � ft" G= I - I DIRECT MOUNT 4r 32* 1. .,. 1. 50* 1 w, 4 _ 1,5'Xi.5' STUD ANGLE SS. 32' 32' 32" 42* W' 1. 3 'r TRACK St. W 32' 42' - 11 .- Z7�r' 11110I MOLE :� --5.O-* 32" 32' 3sr Be fiiji I wwzApsimAAT1r , 32' 32" 1. .. W. U or qS I It - � I - I - � , , : LI HI i - j I , - i I - t i I j I . ��, I L - I j , - - I - - - ___ I - ,_ L � ­ - ­ - . ' - - , - - ' I - __ - ' - ' I"/ - 6 1 1 __ 212, � . I - I - I - I I " ,- 1 4@� - _ " -1 11___]� ;_ 14�: - - __ --j - - �- -- Id PAM" W1 -1- - - - - It Ia"-g*" UNBOLTED PANELS 1 :,. I i - - Ks M.S. EICET W/ III I (SEE SECTIONS AS r I I , (SEE SECTIONS AS APPLICABLE) L i 1 'I I 1 1 1 ! , i � I � I , I I i I i I I I I I . .� i , , , 0 I , i 1 - " I I � I I I I . - , I I . i I , - - - - - III - ,4 I - I - - _`��l D.M..O. O.- --I- L_ -.1 I 1, I .1,J 4 -1-01 4 J 11 - , i - - __1_1 @.,@ ­ 37 VAX - L _ -3- - T* MIN 4 1/4. 3/4. 4/5. 5/5 k Gj5 I' LAIN. i 1.10,2/4 i [*IW/6, 2W/6, 3W/7 A 4W/7 j - --ANCHORS (SEE SCHEDULE ON SHEM 9. 10 &it)- - -- -1 REGULAR STORM PANEL In ELEVATION I z.ar N.I.S. /A- !I!!- GAP 04% male __1 Atm VALLEY) I I I q IN MAX. GAP _r_�D I - - - 7- SECTION A -A 11 N.T.S. 10 NOTES, (1) L.; MvEmAmm ALLOWABLE PANEL LENGTH FOR A CAROL POSITIVE A.SA DES" LOW L­ MAX ALLM4W PANEL LENGTH TOM A GIVEN NEGATIVE KS.D, DESIGN LOAD. (2) PROCEDURE 70 WMWA4E MARIANA PANEL LONION, CIVEN A POSITIVE &So DESIGN LOW DETERMINE MAXIMUM PANEL UENOTH 'L.* FROM SCHIMULL. GIVEN A NEGIATIVE &S.D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LEMETTH "L-* FROM SCHMLXL FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL 10 THE AM" DETIONMINED PANEL UCNM BETWIECH 'L+' AND "L-'. (3) SEE SCHEDULE BELOW FOR MIN. PANEL UNION FOR POROSITY OL�. . MISTAILIATIONS *(TO WOOD ARE UMnTD 10 I 05 wiLt MAX A.SIL DESIGN PRESSURE RATING I ------- I 7af AAE*~ 0, 10 & I I FOR MAX, AJ&D. OEM LOADS At VAX. PANEL LENGTHS FOR IF -..* UCIv.R'-..-vj FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) , - - - - -_ - . : I . I D. 44167 ' m Pm I%LTlm INC, 24 GAGE GALVANIZED STEEL STORM PANEL T.P * : : -*.... - ` * . * 1�� TM OF �_ 111LIECOm.. �� DrANN W+ GLOBAL PROTECTION PRODUCTS, U.C. ol/V/XM bm. � 0,:,.. -s <T,- I .;Cu�;, --- - .. ,.,.,.njj�'v I 1'7_� NARALARRA.R.-m- Amci ". III samm, IWAK. IL 3301. . 20-175 ; I / - - AMA*- )�7M& JIM, (04)MM� M-1 I AAR !-.! - - CA-GMIIS "*m_&.!1I1 t_. -P E A - - - I . p5mm. A I . - ;;:7.% INSTALLATION DETAILS FOR REGULAR PANEL (1) 11� � - - , -_ - - _ INTO WOOD STRUCTURES ,.�_ - - . 11 -_ ­ ­ - -7 ----------,T,- -.I----- I --- __# I . . . . . ; I SEPARATION 11 : - T I , .1 - - � �', WOOD ANCHORS '.. 1. 7 k I- - . (SEE SCHEDULE - To oLms, - 1 "I -fsff i�il F �, SCHEDULE ON "I . �j r ' ' � 1/,-�,;�. - . ON SHEET 3) 1 Ir . � I ,., SHEET I 1) (�) I ,�a6- : 1 1 - � I . . I , .. :�,!-.-� , _ � I ___ - - - --- FOR MAIL ­1A -_ , _�_ w ':, i - �! ,+ I I LOCH am ­4`7 I � 1. . I . I , I � i � 1 1 -_ __.. - - - . . - I V MRA. - `X_­_1 / - , ; .1 I; I -_ - - - -_ I PANEL LEMON � WOOD __ I . . . �! . I I � 1 REOUIRED 4) WOOD ANCHORS - �__ �; - I I (SEE SCHEDULE '. I � � I . I. 1/4' (SEE SCHEDULE ON ' ' , , =� 0 1 %_______ I �_ , - __ __., -_ ON - le . - ) ,0= robwo m 1-i,/,. -. SHEET I 1) � I C abow � - : SPACER �Q I , I . I _ SPACER -_ 0 0, IL I." !� _j I T� : . . . . . LENGTH � . , . . At". I - - , 1 2' 1 i WOOD HEADER - 1� � I i. ; 1 ro " - -_ _1 , -_ I � _. . � I REQUWE0 , : .- I �; �� .. .­ / I I Min I I! � - - . 'Inn. - ---:::_ ; I I - CE: 4�� __:- � / % , _1 ,. �� I - I I- I' -_ . ".., I......_..i .........I..........i 6. ! � (a) ED --� t , - ! � � - � ; I ''. I F___7LL._ i r�l � - ­ --I- -_ i : MAX- LONG ALUMINUM SPACERS 0 t2 1/2* Dii I . � � i ; -.@I* : Lxlu- : . I �I, O.C. (SEE TABLE 11 ON SHEET 11.) i I Aft. - �, I � I � j SEE NOTE -- BELOW FOR LIMITATIONS FOR � I i 01 11 EPAPATION I :f: I S V MAX, � � I : IL7 MAX i *, 4 I I 1/2' LONG SLEEVES to CLASS, I-- I PANEL LENGTH PANEL LENGTH .. , I I : I (SEE SCHEDULE i (SEE ScHum" - I ON SHEET 3) : (SEE SCWDUUF I I . -PANEL MATE FEMALE TO 00 PANEL MATE ON SWEET 3) 1 1 I ON SHEET 3) � � j I . PLUS (SEE SO4EDLU ON SHEET I 1) ", 1 ! zz��. � - I . � � I 1 A I It I I � J I M.. I i , , , I I =M-0 EXISTING 11 SEPARATION I 2mx4a WOOD' - - I _, TO GLASS. ! I -1"� =*I I . - GLASS - PLATE REOUTRIED I 1 4 r­(SEE SCHEDULE - --(!) � I 04 SHEET 3) 1 DIRECT MOUNT Wj SPACEjR a I - - I I * I - I-- - ALTIERNkTIVE 2W' 1. It V - _0 , F-1 - C I I I : 5* SCALE 3/8.1" I I 1 50% 1 - I . I i 0 12 1/2- O.C. SEE TA LIE SHEET I I FOR MAX. PANEL LENGTHS & ODNESIGN I ; FOR THIS - MASX Alto LOADS INSTALLATION. I OF . I: ED 7 - : , : -0 MCA - 1C=zq__ o I � 7 nrl --.-Irl f 0 12 1/2' 0,C �16 I I 't-L-1 I I . f- - __T� I __ ED I I ; . I . i - �. WOOD ANCHORS * * NM. - --"*=Qo I I . I � - I - I � I . - __ ­ --t- --I ,i STAGGERED W/ STUD �.- I ( - '. � ; ; : . . I (SEE SC ON SPACEP 5A IMY WE I I Ir LONG IF, I � ! . JHEDULE .1 � - ­1 � I� SHEET 1) (1) IGIWADM IS LORD To A WE Imm MADOW mm HT-V I ��i 4 2'.4* WOOD I *=M I I � I MAX MEAN WW MOORE MO 13 A ="=M Fift ANY ' PLATE REQUIFIE5 � - - I amms "Baff apsomy mammallat a" vw It). 1, � *Mo ANCHORS ! I ,�� _ SEPARATION TO 91.420 OCXAM : . - 2".4' WOOD . STUD 1 - � % .1 I-, I . ?TAGGERED W1 - Me` tax= ., M :_ 1, ON smw 3 %;&Lw * PLATE REOURED GO =: ".1=ff0.?`ew.4 =1=1 I I , (SEE SCHEDULE ON WHO AS IK Dem C"I�;,As _ 1-1 - PAA .j r SHEET , 1) cowum wim I MIS IS A MMMCMU VIREIM It! llr O.C. SPACING MIDWED ON (1) NORMAN AID OMM 04111 10- 'I .. ARM a .00. -0 s-t. (3) W 3A Oft PAML WORK 6 UNITED TO 86' 9 An OPENING J - - , . =08 A OMMM MAW LANKA PANEL LOWM ALUND ON DID wAkw smm Fma uxm 4 WALL MOU IRECT MOUNT VEL SHEET III. ". mm I 0 i ALTEREATIVE 2W (431 1/2 LONG WAM CMPWW 111A NOU KIAR POWO ON WALL MOUI!mNG n (3) SMW FARM OOMLOW 4 Y at. INSTALLATION, a I SCALE 3/a-i' ow I ;a LONG Wow fro COLT Rao AN Doom Wm TRAM WALL IF WILD IN WIND Mn . 2 3 AN OVENO BY Alft ALTERNATIVE 1 i THE 2= � SCALE 3/8-1- (4) OBIULAnM WAS ONLY FOR WIND I [-,ON =ADM om CPO ED"00 or THE norim I j &^am ONE zom 1.2&3mmmr I I '096-lIs, A. i I . �: ...... .. .. .... . . . NOTES., . �Gai ... .. ' FLOWIRf BUILDING CODE (Man High VWpleecity HIM cone Zone) WTE FOR COMBINATION OF SECMN : 1, INSTALLATION ARE ONLY VALID FOR MICK. A.S.D. - : No. 44167 `. tiz Came!) TRUILCO, mc- 24 GAGE "LVANIZEO SIM STORM PANEL .0. DESIGN PRESSURE RATING (p.s. I) AND PANEL LENGTHS !*' : - DAIWA, W. 1. * * E `­ TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z . AA - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W`) S,'5p"-. STATE 0 . IC__ - - L PROTECTION PRODUCTS, U.C. '"'"'"o _ � -_ / 111LIECO.N.. \ GME. INSTALLATION, MOD S... 61 sfpm . "IORID __ . . �.- __.. J - � ww_ FL. =I. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD - , , I - ******** _100, 1 =�gW7 Maw 00.)N�7-51 F­ (14,A)"It-9mr? 20-173 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S/ 'A" - - 1 .* F� - - IW OF - 1 DENSITY OF 0.55 OR EGUAL. tw"n - -1. I !!.! 'Itlin'*4416f?" ! I I " MEET I I I 6 Or to I - I I I QFNERAI NOTES (C) 19 ���Iglj.;!�m A��� ItTAFACON D'OMMOENT (P ED.) WAS SM VERIFIED FOR COMPLIANCE W ACCORDANCE 1"11=. ANCHORS, AS WAAKAACIU4Y%�111 �11 WMBUILDEX, INC WIN THE 2020 (7th EVITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL 94ALL NOT BE INSTALLED AT HIGH _ 014_1 0 PANCUAATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIAMIL-DAIDE / OROWARD COUNTIES). - 1/4-0 LAC SCREWS PER N,D.S DESIGN *1NO LOADS SHALL BE DETERMINED AS PER SECTION MO OF 74 ABOVE MENTIONED CODE FOR A BkW WORD - 7/i V* A 5/B' WOOD ewo". As DisTRIBLITED ITT ALL POINT so". wxT & SPECIALTY ro SPEED AS REQUIRED BY THE A)FISCOCTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTIONALITY FACTOR KD-Oe3, LrING ASCE 7- 15 AND SHALL NO EXCEED THE MAXIMUM (PIS 0) DESIGN PRESSURE PAPHOS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112- AND 2- FOR ELCO PANEUMATE PLUS 3. 9 THRIJ 12 AT 17, ia AND PANELMALE FEMALE to IN ON" To V(qW THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FEW REDUCED TO A.S 0 DESIGN PRESSURE RATING BY MULTIPLYING THEM In 0 6 IN ORDER TO COMPARE 74M W/ VAX (A.!S 0 3 C2) MINIMUM THREADED PENETRATION OF LAC SCREW, IWO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED DESIGN PRESSURE RATY40S INOICAIED DR SHEETS 3. 9 THRU 1 2 k 17. 18 PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART Of THE REDUORED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS PCD. AS TESTED WERE HOT OVER STRIESSCID, A 33Z INCREASE IN ALLOWASIA STRESS FOR LAW LOADS WAS = USED IN THOR ANALYSIS FASTENERS SPACING TO WOOD HAS eg orrERkw" IN C 3) MINIMUM EDCt INSTANCE OF LAG WREWS, AITO WOOD SHALL BE AS INDICATED W THIS ORAWM ACCORDANCE WITH N.D�S. 2015 STORM PANEL . S ADEQUACY FOR *PACT AND "No RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE *IN SECTION %602.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/6" 1/4' 0-20 SCREWS USED SKML BE 1 1/2* LONG, MINIMUM NE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REFORM 10 1 4 01 -01 AND 0219 02-09, AS SHOULD STUCCO EXIST. AND I' MURMUR FOR WALLS WITH W SIUCX:o PER SSID 1 2-91 III, ASTIA E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT If 1 123 01 - I 0 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ISM OF THE C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SrUCCID OR WOOD BOARDS BE FOUND ON THE Clorl"O FLORIDA BUILDM CODE WAU- ANCHORS 94ALL BE LONG ENOUGH TO REACH THE MAIN SrRLCTUAE BEHIND SUCH PANELS. ANCHORAGE SHAU BE AS MENTIONED IN C 1)� C 2) k C,4) 2 ALL ALUMINUM EXTRUSIONS 70 HE WEI ALLOY AND TEMPER (UNLESS OTHERWISE NOTIED) SEE SHEET 2 (0) ANCHORS SHM4 Of INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPE,"CLATIONS OF THE ANCHOR'S MANUFACTURER 3 41 ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVIE 3105-HI4 ALLOY a PAWLS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4 ALL STEEL SHEET METAL PAWLS SHALL MAW STRLK`nJRAI. QUALITY SFEE1_ ASIR A-15" GRAM SO MINIMUM. C-60 GALVANIZED THROUGH 5) EXCEFn THAT HEAOCRSQ III() SHALL NOT 13E USED. SIEU DESIGNATION W/FY- 922 lFAI (MIER ROLLED). 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE 5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY ISE ATTACHED TO CONCFCTIL BLOCK OR WOOD FRAME PER DIN BUILDINGS. 50� 8, W1 50 k.i YIELD STRENGTH AND 90 A. TENSILE STRENGTH AND SHALL COMPLY A/ FUDRLDA BUILDING CODE SECTION 2.1 . 3.4 10 EACH REGULAR STORM PANEI WrI4 LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4. S. 6 AND ALTERHATIAES IW, 3W & 4W ON SHEETS 4, S. 6 III 7 AESPECTIVELY; SHALL HAVE A LECIOLE AMID READILY VISIBLE MASHING INSTRUCTIFIC OWNER OR TENANT TO 6 BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AM -1404 SERIES 57-A"ASS STEEL. WIN 36 k2i MINIMUM IIELO STRENGTH SECURE PAWLS WIN APPLICABLE REINFORCEMENT DURING, PERIODS OF HURRICANE WARNING 7 AAC"M TO *41 SHALL BE AS FOLLOWS 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAIAX ALL SHUTTER COMFICHEM EDGES WHICH REMAIN IN CONTINUOUS CONTACT WnH THE BUILDING to PREVENT WM/TLkNi INTRUSION (AJ TO DILISTING egURED&IIISKME - 1/4-0 TAPCON ANCWOFtS AS MANUFACTURED By IT*, WLDEX. IK (Min C-3192 PA.,) 12 STORM PAP41 INSTALLATION SHALL COMPLY WEN SPECS INDICATED IN THIS ORAARNG PLUS ANY BUILDING AND ZONAI REGULATIONS :/44:*%x.j7/!* CNLX-IN ANCHORS, AS MANUFACTURED BY OEWALf 04C PROVIDED BY THE ARSOiCTION WHERE POW IS APPLIED TO : / /4 SOUO-SET ANCHORIS. AS D61RMUTM BY ALL PONT SCREW. EFOLT & SPECIALTY CO (MI, r'.3000 P.. 13 (a) THIS PRODUCT EVALUATION DOCUMENT' (FED) PREPARED BY THIS ENGINEER IS GENERIC AMC DOES NOT PROVIDE INFORMATION I - jt4-IO PANELMAT I E ID & PANELIMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECInC PROVECT. 'LIL WHERE. THE SIM CONDITIONS DEVIATE FROM THE FED E 'EMAL _ I /4'0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY DEWALT. INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SEIMION. PURCHASE AND INSTALLATION MICLUDING LIFE SAFETY OF NIS PRODUCT IMSID ON THIS PEO, PROVIDED HE/SW DOES NOT DEVIATE FROM IKE CONDITIONS DETAILED ON THIS DOCUMENT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHALL BE 1 3/4'. 2' FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE DOWITACTOR'S RESPONSIBUirl I 3/4* FOR ZAMK IRMLIN ANCHORS, (c) THIS PRODUCT CVALtJATION DOCUMENT WALL BE CONSIDERED MAUD IF MODIFIED AL 2j CALX-,N a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE W EMBEDMENT INTO STUCCO SHALL BE PERMITTED 114- #-20 SCREWS USED SHALL BE 1 i/2- LONG MINIMUM SHOULD STUCCO EXISI, (d) SITE SPECIFIC PRCI SHALL BE PREPARED In A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIC4 WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL "WED SCREWS */O HEAD, ENGINEER OF RECORD (EO.Ft) FOR THE PAQUECT AND WHO WILL BE RESPONSIBLE FOR THE OUT WIN WING NUTS PROPER USE OF THE P EO ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINE" TO NE RED ENGINEER. SHALL SUBMIT TO IWIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVNIN� ") IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAYM, STUCCO OR *ODD BOARDS BE FOUND ON THE Extsnml; WALL an FLOOR, ANCHORS SHALL BIE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (e) THIS P.E.O. SHALL BEAR THE DATE AM ORIGINAL SEAL AND SK;NAIURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENROWU IN A I) AND IN A2). ENGINEER OF RECORD THAT PREPARED I (8) �� CONCS� ASTU C-RO, 14. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 0 PAWL SHUTTER IN ACCORDANCE WITH SECTION 17029.2 OF FLORIDA BUILDING CODE ONE LABEL - 1/4' TAFACON UFACTUIIED BY I T W EFLRUDEX, INC. SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION tIO92.3 OF THE - 1/4' A CA"_IN A 7/!* ANCHORS, AS MANUFACTURED BY DEWALT. INC FLORIDA BUILDING CODE _ A 3 /4 SOUD-SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SCREW 0 , BOLT & SPECIALTY CO _ ;/4 13 ,4:,., PANELMAIT FEMALE to AND PAWLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PROgwisiIIIIIIIIIIIIA, � _. A - ,,,4 ZAMAC NAILIN ANCHORS. AS MANUFACTURED BY DCWALI. INC T11 Ok A.. ��j L I ....., ... ... . - . . . . A . v I) ummum EMBEDMENT OF TAPCON ANCHORS. ELCID PAHEUMATICS AND ZAAAAC NAAUIR AKHOR. INTO THE . \�CEN ..�. . . FLORI BUILDING CODE (Non High V41"Ity, cone Zone) AM SHALL BE 1 I/4' BLOCK UNIT 3 : .- _ ____ . ' -WANT mKoP. PA, 9,2) CALK - IN & SOLO-SP ANCHORS SHALL BE EIASECOM 7/0- IN70 THE C04CRETE BLOCK UNIT. NO E&,j.,Rm 7 '-. 1 24 GAGE GALVANIM STEEL STORW PANEL III, ..Z . STUCCO SHALL BE PERMITTED, 1/4- P-20 SCREWS USED SHALL BE I i/2- LONG MINIMUM $WOULD ITUCtO . `74mlf_.:�7�� I AND I' MINIMUM FOR WALLS WITH NO StLCCO 1 .01. . -/"A= / GLOBAL PROTECTION PRODUCTS. LLC. -p 1% I L E C a INC � ,, _ B..3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS ISE F I .�:-` -, Tica, Rc,YtAi_. .. .. --l- - pAw ... .. I& .A,� man-, - - - 11 Id6P.)", -175 EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE IMIN STRUCTURE BEHIND SUXCm " .. , , - PAR -IAAA - TRAI ­%r. vIamic Lmmtow-rlm, ,- 20 ANCHORAGE SMALL BE PIS MENTIONED IN 8.1) AND IN 112) - - -_ 'IMPT71. - 1 - 1 - .. M-1 AML * " " ! I to" In I -E st,Iilemwou TOLL � MAO .A;y1j, - KNOTT I Ar 0 - - om . A I f5a?49 1 I I I I INSTALLATION DETAILS FOR REGULAR PANEL In INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ IG CONCRETE _9".14.0r..9""rT` � 9110CWTOCK ;"." REOU'RED REOUIRED. CONCRETE ANCHORS CONCRETE ANCHORS I _ (SEE SCHEDULE ON . (SEE SCHEDULE ON , 10) I EXISTING POURED SHEETS 2 THROUGH .- 4) SHEETS I THANOUGH 0) - 4) CONCRETE OR I -1 CONCRETE BLOCK '^�M,- - 1/4* I- 11/2' 11/4* REQUIRED. (�) __ &, AVHIM) 11,005 , a 4/4. cc ____ __ I - I 1 M _wLi __ -.------.- I CONCRETE ANCHORS - I I (SEE SCHEDULE ON - - IE��V � E.D e'�.�� I SHEETS 9 THROUGH I - C , . I - ­ ,� 1 , � ��., I . '1'1-�,.� " ­* �, '. , ­;--,-�'..��.�,,�,,,­�-, i ! V_ ­­ �-,- ,� .. 1.�­ ,, , i I I 1 .� M .. ... �� ""., ,a) � A�D : I - T ; i I i : I __ __ - ]L-- ./.�aw- L_ - 11 ­, I , , ­ __ ___ __ ­ ' i - - Z�- ,to- - T__ .. IT- - -_ 6D. ; , ��O . : -1-Is , I - �� 01., ! I , _0�- ;"%., , ,' I SEPARATION , T a w MA, It SEPARATION I WMANAL . , � : F -- TO CLASS. - i Elammat -1 To = I uWamI a" r-0) ulawn, 000 r-n I (SEE SCHEDULE I 1 4 I 'L' M" I (SEE 5 I � : ON SHEET 3) I =9 � I ON SHEET 3) I PANEL LENGTH I I W. SEPARAT (SEE scwm I V MRA. I V M. I 11 I : ON SHEET 3) : PANEL LENGTH TO GLAI PANE LENGTH - I -1 (SEE SCHEDULE ' (SEEL COwjtrTE ANCHORS 1, I t SCHEDULE - IF, (SEE SCHEDULE : it, I ON SHEET 3) (SCE SCHEDULE ON I 1. I ON 94M 3) 1 -ON _" _!�_ , _ - - - SHEETS a THROUGH al i - 01 i I � T . -1 - - 11 IT . owl : . =M� ! :�� 1, .1 "..", i F `L =9 01 I ... i 11�1 ,I�I�l - I MAX 5011 . , - , ,�'.'­ _'�'11 W I . _ _jL4*P-rp:;D "'; `�,'.,'�?.��! OF v � i __01 i . . . . . ,�,,,,'. ,, - LD - "; . .. . .... 11,-,, .�""­� eMP VAX ,I �', �,' I If _1�11. � �_�`,i",."-�� " I . .I 111) w4pe a "le It.. .11 � I �,,',,T,',�,,.�,,,�,';'�,,'.-�---, I � . I - 5'.. ��m I -,,.1,,�`.',,'. . . I , I ; 'I Co. I - m� I I _,�:-_11�a� I ��-.�,� " I I i E,O. ;,"';' ED. 'I",,* ',�` , ,, ­`� 11 - �,� i -11 ��; r. I 11. I ___ 1I I I I- ;��',- I') - @ � �s- �& ,1 - ", - - 1111, 11 � I :�, . EXISTING POURED ; . I ',. ­q CONCRETE OR -_ ,.,:,.,, 12 llr CUI , ­ I (AS APIPUCAOUIJ 0,11" - . a � ., e.�.,: I 7 - ;g= twamm READ CONCRETE BLOCK I :' CONCRETE ANCHORS 1 �;..� , @__ lot � am - 1"/�?., 0 I - j REGUISEED. 1 (SEE SCHEIEKILE ON . Nw __40 -to- 'le -me ILL .It W/ *ft ;V�l --t - - � I., 11 � SHEII 9 THROUGH 10) /-f, 0 12 /r mt ;��, I .. - 1. Min - I .� X., 1 ALTERNATE j Z.. I , � - ME! ONLY WHEN SOLID CALX-IN ANCHORS . ,� , LEG LOCATION . I I , , , ... ��_. ARE USED III WHEN EXISTING POURED CONCRETE , (�) OFT CONCRETE BILM Z2 ALTERNATE CONCRETE _ F.A. -DUSTING POURED CDNCAIEIE CONCRETE ANCH13106 ARE USED. REQUIRED. ANCHORS OR CONCRETE BLOCK REOVAED, STAINICIRED W/ "_ (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SWEETS B THROUGH 10) BUILD9H ONTING NG WALL MOUhWbj I DIPM MOUNT AGILM-L "Um SECTION 3 WALE 3/8-l' SCALE 3/8-i' SCALE 3/8-1" I " 11. I F.!.. ... . ... . . . A. . . At . A. . . . . FLORIDA BUILDING CODE (Mon High Velocity Nu come Zons)j . - : ' WOW, TAIRIM - IA I. 1 z .* 24 GAGE GALVANIZED STEEL STORM PANEL DAIWA Of * . - z : .44167 . COMBINATION: SECTIONS z : 1*1 - 07/v/swo ED. AA EDGE DISTANCE z . . - - GLOBAL PROTECTION PRODUCM C BOTTOM .. I =Z:�__ -_ -- � so. 5 VFW LLC. ORIL SEE SCHEDULE, ON TOP Bk�: CAN BE ,.. Z.VaL SHEM 9 & 0) COM "'ED IN ANMOWUARTTO SUIT ANY S, - 'tomw, ... RRA.. RAL. -�-�. a.. I INSTALLATION. ........... ,V40 ZA., - am A`_nAA AIA I ORK, .__I " (,)Ww,.-%L A. 3331* ?Sms. - (-Xims-mmit, 20-175 - - MARANO ft. CA-40011"If I - I - . 01,110 Mn= IN t4`1 P L I= MANY A w LA - I INSTALLATION DETAILS _77- -,.,.r-- ; , . , � I . . r FOR REGULAR PANEL . (1-) INTO WOO ALTERNATE LEG . 4 . 'a . (Min.) 0 p . SCAM Kvum��� � - � . I . . I I . - , - - I I I ___EOrAT1ON , 7 -117 - I . I ADEOU06CY OF EXISTING WOOD �, 1� . I BEAM TO BE CERTIFICED BY ­,40-4- Es -,' 7 REGISTERED ENGINEER OR It , 1 ..�, - I- - -- � . _. I I - @ ARCHITECT PRIOR TO SHUTTER " r , - I " . ­_ I � '. i, INSTALLATION. I r I . I , 4 WOOD ANCHORS , ALTERNATE WOOD ANCHODS - � . � .. - I � o - 1. min. - r L . . wa,o .m . L � (SEE SCHEDULE ON j (SEE SCHEDU , UE - I I. I -ED-4-EO- ;g 0 - - - = X =W/ I , . , SHEET I 1) I . ") : . .J� _;*l - _. =--- ,,, � 1 112- . � -­ . i/v-z;I,,* wv� * .2 I/.- 0. _IA ��,. I v, "� , . I -, I Mo. I . WOOD HEADER . - 1 . I/7- -_ _____ - - -_ I - - ,_ - - - - -1 I (�) ,, � -- REGLARM .i. 5=4=�� . , I I , I ___ I ; 1 I tWl �Tllvv =--q i I ] I Wow mxlmm � I . � ____ - I i � 1. t U", I w : I . 11SEPARATION To - (a) (SEE SCHEDULE ON I- vim I 1) I �" Win . � : , t I - -11, i GLASS,(SFF . A L =1z: I i SCHEDULE I "I, = 0 iON SHEET 3) 1 At 1. E�- I ....,.,.2' - i i 'L, - . I . . w.r1_,,n r i Lsa soqmuu ow SHEET 3) J. I/...- MAX 114� PANE[ LENGTH 4 Ata�_ 0 0 14 v MAX - I - _____ __1 PAN& LENGTH I 1 (SEE SCWMAE EX I I tsnNG ! I %Ass�_, - ; ' - Al, I A - - AT &K IN TWQ (SEE SCHEDULE UPON om r'n ON SHEET 3) - - --I I ON SIM 3) I- $ i- --IT I I ,_ -_ I I _ - - , __ --- - ----_ _', , -_ - - ', - 11 I I I wx I : @ or v I - - OF V i 0 MAX , I : MAX, 1 D4- 11 I I I I 0 12 1/2- O.C_ I ^ - I ED "I I- NO F*85H I I i , - I ./.*._,bAI1 ALLOWED I- : I I I _ _? I I !L_ - - - ED I � . I - I I I I -00 amn . 'Ar - IELC , 6 q. 9) , - - - - __ . - 2, X6- WOOD . - REOUIRED - - -- -i DECIL I . I I 2'.4' PLAT - __ I RIEWRWED" A14CHORS WODD ANCHORS r _'. , rOID I SEE SCHEDULE ON (SEE SCHEDULE ON - - - - . I SHEET I I) ��_ SHEET I 1) - __ ___ . ---- 2* Mln� - - - . - - , . __ � - �_ CEIUNG AND UME MOUNTING ALTERNATIVIE 3W SONLE 3/8-l' gui&-m gauNTING ALTERNATAM _ 4W S1 ,-!, SCALE 3/8.1- , 0,0"Olossoth V!�L t I! �n��P:rlr N 40, I .... %)iUi, . se % � NCITES- . . I * . ' NOTE FOR COMERNA7)ON OF SECTIONS: . -_ 1 . NO. 44167 I *: : FLORIDA BUILDING CODE (Mon High Vat ocity, Hut cone Zone). 1. INSTALLATION ARE ONLY VAUD FOR MAX. A-SM ; - .1 * I I AMOR ILnm mc, I.P. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.xt!) AND PANEL LENGTHS COMBINED IN AM WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 '. % *. - STATE OF ..�� I 24 GAGE GALVANIZED STEEL STORM PANEL - " INSTALLATION 2. FOR REV WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC . 'I . , - - . ' -- , .' .�R' .-�t`�- / 1111RIECOomc, I � GLOUL PRMCTION PRODUCTS, LLC. - "'""I" am DENSITY OF 0.55 OR EQUAL AL ALE �� � � tM mm. ow S.W. 51 WPM ..... HHos", I I . ___.WAWA I - ow-_WAA GRAL Ft- 31`111,w" AWMAN, (�)�n.c FIR, 20-175 . - PC Ka,vatonw,limt C4-omvlo !!.! ORDER & ran M.. FIX IT - vmFwMA 1 m 1 - I A IF". I OPAW" Iw - I CA Is I - . I _6­0 0 a) C_ Cn ­0 -Cu > a) = -0-- -s-, = Ld) a) 2 CD- C 0 _0 0 QD = 0- cu AA0 L_ a- - - m 15 .2 0 a) -IIIIIIIIII" C a) = -0 0 CU 0 0 - CU -0 - Cn _0 C 0 L_ c- C = 0 a) ?�: c CU = 0 -0 m E %+- 0 m > . Cn . Cn _0 a) w E ZO w -#.-, CU 0 2 Cx C- llIII m -0 . C _&A-0 (n a - < 0! 4 z z w mi m C%%j C= - - 0 9 CD A . - La :` RIAIIIIIIII LAJ - .5 C= = L" r- = < = C...) C`41 = >< LZ It .;- . V) C14 .= I cm CD cc .< 3: C14 �2 w .2 :5 GO = w I�s C= .-X -ra .- 3: I%; w .= A . (i A) - = Cm �� . 0 L --- -� .= E CD L, - CD U) _ii.., " (1) CD (2) C_ -+-a :3 m > 0 L_ U) CL CL < a) 0 C- =3 -0 CIO 0 L_ 0- 0 a) m " Cl) m L. m =3 w 2 < a z < ._j a_ I SHEET NO. SH 1.3. END CLOURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAF & E-Z HANG STORM PANEL 1' ) SYSTEMS OR 9: % f TOM. 2* 3' A .0113 3105 H-14-op :r.4* WOOD FIMME ODO-16 ALLOY . ALIAI. ,.4 ANGLE WITH I/.*# . 1 3/4* "2 TAPOON 0 12' or_ C1 MIYL 4/4*0 3/ REDURED NOOM 0 Iz'*Q.6-' 2 Itz- 2'.4" WOOD REQUIRED` MIRWATE LED LOCATION 0 12' 0,C 2'. 2' A55: 10 UARIE3 2. r m COW. !r Mo. ALUM. Ammf ON w< L c1m AN' M(15�1214 SHEET POURED CONORETE. CONCEIVE r X 4 X or `R`O` M13. ALUAL TEXT PLAT CA 2.4' WOOD FIMME 111FOURED a,. A sm- ALLOY 2 :. CONT, ALUM. ANGLE - - - - - - J Lt.. CAP t/r ! Nt,'- _4' . 4". .07r 0 12 ac, 310" , OR WTa­ ALLOY W/410MUT C-4- Al ANILE CASE A (PLAN) CASE 8 (PLAW CASE C (PLAN) CASE D (PLAN) SCALE 1/4'.1' SCALE 1/4--1- SCALE 1/4--l- SCALE 114--l- OR 0.00 MAU a OR ir=om PANOLIALIT tm - - f ---U �;= 2. Mat-.,,g%,-* OR 2.4' WOW SM OF OPEMNG SCHEDULE (wN. PANEL -VARIES rRAME iwwim AS APPILCARLE 4, 111 & ,.,%" 2*.A' WOOD r 111W OVERLAP BEMW WNMM Dome wim) I.A. COAKIMETE. REQUIRE) OR 2.4, WOOD FRW Rta-410 OR(3Lt.= FRONT VARIES PARALLEL TO X B.O. DISTANCE CASE 9 (PLAW SCALE 1/4*. 1' 10"CEN VAJ_VD FOR DIRECT MOW INStALLATION ONLY III CERTIFIED PANEL INSTALLATION AT WALLS W/ SURFACE LEVEL VARAMONS WrrmN 3/4* No. 44167 A, FLORIDA BUILDING CODE (Won High Velocity Huu catnt Zone) CASE E (PLAN) CASE F (PLAN) 17.5, STATE OF "M TLnm `Wt F.P. 24 WE GALVANIZED STEEL STORM PANEL art^ arl SCALE 1/4--l- SCALE 1/4*-1* 7ilri-c o -. \ GLOBAL PROTECT" PRODIM Lw. 07/0/*M 4WD S.W. 5 SWW IWAE, H. =14 aom.! PHME (MI)SO-7�L FAX M4)At�MT 2.0-175 - ft. MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.s.f.) AND CORRESPONDINfit MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL.CrC INSTALLATIONS INTO WOOD STRUCTUR (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 5 4 7) MAJIL A.S.0, DESIGN PRESSURE RATING (P.0.) MAXNALIM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 Ar 7 APPUC YON!lUE ALTUVINATNEs OF THEM MAXIMUM 00 TAPCON LAID SCRIEN PANELJOATE FEMALE 0 PANEUMATE PLUS WOOD BUSHM 13, 13' 13, IS' Itim Is- is" 13, 13, Is* 1vt (SOrw 1/2- 6 lIr 0 1/2- 2W iiwl 1/4- 12 1/2' a 11C (80TTr' 5 _G­ OR a- TOP) LESS a. a. (BOTTOM) I r Is- 13" is, +40. -45 OR LESS Ir 13' is. is- 0101TOM) 13* ir is, 13" a 112, w (TOP) Ir 13, Is- W r 11, (BOTTOM) 6 1/2 6 1 6 i/2, a 112- 6 1/2- Cw) - a 1/4 12 1/2' a 1/4* (111DR, >5" -0' To 4 1/2� A- 6 1/2- a 1/2- - (TOP) 14'-4- 4 1/2' A 1/2' 71 7- - 31A ii_a� 10 1/2- 9 1/2- 12- 12' 4. 0 (TOP) is* ir r-- Ir /2, - (Sonato. SEE TABLE #1 FOR It A.S.D. DESIGN LOADMS VAX. PANEL U31714S WHEN SPACER (19 IS USED. CORRESPONDING ONLY TO ALTERNATE ZY ON SHEET 6 1 MAX. A.S.0, DESIGN PRESSURE RATIN MMMM ANCHORS SPACING. FOR E.D. - AS SHOWN ON SWEETS 6 & 7 OF THEM momum PANEL LENGTH (ft.) TAPCON LAG SCREW PANELMAITIE FEMALE IT) PAIWEUMAXE PLUS WOOD MUSKM 13, Is- 1W M) 13" 13' 13, 13, a' IS marm) 6 1/2' 6 1/2* 6 1/2" 6 1/2- mF) - 6 1/4- 12 1/2' 6 1/4' WIT.) a--w r 7 112' (TOP) OR LESS 3% cwrw 13* Is- Is- Is, MPI) >+45. -45 TO .75. -73 13' 15' 13' 4111 1101TOM) OVOITOM) 13" Va. 13' to, JW Ir is, la' 6 Ile iw MOTION) 6 1/2' 6 1/2' 6 112- a lIr 6 1/2' 2w (Top) - - 1 /4" 12 1/2* 1 6 i/e 2W OWIT;-) >5'-V 4 1/2' S' 1 1/2- 7 1/2- 3W (TOP) VS. - 3W 13* 5 1/2' 4W M 1: 13' 1 13" 13* 1 to' 4W (BOTTOM) SIEE TABLE #1 FOR WX A.S.D. DESIGN LOADS & WX PA14U LENGTHS WIEN SPACER 0 IS USED, CORRESPONDING ONLY TO X.TERNATE 2W ON SHEET 5 1 DMLJI A A.S.O. DOW LOAD MAJXIIAUM PANEL LEMTH 40 PSF OR LESS s.-S. > 40 PSF TO 50 PSIF 6'-2- > 50 PSF 'TO 60 PSF W-10, :1 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS AkHORS & W/ " !2PA.bfltqQ� 1/2' D.C. MAXIMUM AAD, DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR SJORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(j) INS7ALLATIONS, AS PER SECTIONS I THRUI 6. ON SHEETS 4 & 5) MAX. XSD. DESION PRESSURE RATING MAXIMUM ANCHORS SPACING FOR Met E.D. PER SCHEDULE BELOW Alk xmm PANEL LENGTH v (ft.) MAX, A.S.D. DESIGN PRESSURE RATING (P,.f.) MAMA ANCHORS SPACING FOR MIN L.D. PER SCHEDULE BELOW III - LIM -F S, TAPOON SOLID-SIVIT to PWWEUVMTE - ZANWC­NIQUM CALX-IN A IM, SDLID-WT PAMELMAME FEMALE TO I PANCLAAME ZAMAC_MuUN CAUK-IN Z1, Via 'WISEVE To = 10 00.116 ?a =- TO comxm 3k Comm 0=11 cakeewom mam amomm Oww. coom orw amigmV ammm tw +45. -45 OR LESS Is' Va. 13, 13* 13, IV Ir Ir 13* Ir Is" Ir ("p) OR LESS .4& -45 To w -65 OTAKOMN I r 1 is- Ir Ir Ir Ir 13, Val Ir ir Is- 11 1/2' 1 ITOP) 5,-r OR LESS Is- Is- IY Is- Is' 13- 13' Is- 13' 13'_ IX is' I MOTTOM) i 13* Ir Ir Ir 13, ir tr is* Ir 13' 11 1/2' 1 (BOTTOM) Ir I r Ir I r Is- is- 713* Is- Is- is- 13* Ir Ir 2 MM 13, 13, 13* Ir Ir Ir 13, 13, Ir 13* 13, 11 (mp) Is, Ir Ir Is- 1 at. 1 r 13 courmu)- a. is, Ir is" Ir Ir Ir 13, 13, Ir Ir Is- IT I m) Ir Ir Ir Ir Is' Ir Ir ". 13' Ir Is. Ir 3 (TOP) 13, 13' 13* Ir 13' 13, is" 13' Ir Ir Is- 11 1/2' 3 (TOP) 12 11V12 llr 6 1/4' 9 1/4- 12 1/2-12 1/21 - 6 1/4' 8 1/4' 3 (BOTTOM) 12 1/2 '12 1/2' 6 1/4- & 1/4' 12 1/2-12 I1r - 6 1/4' 5 Ile 3 (SM700 - a- TV- I jr 6- a' r a' a' 7 1/2- � _�OP) IT' 5 1/2' 8' r TV* .6 1/2' a, 7 lIr 5" V 4 (TOP) 4 (EIDITOM) 1. - 13* r - r - r : 4 (BOTTOM) 13, 11' 3 IS* Ir 3 3 5 cw) 13' 13' is' Ir 13' lr Is-- Ir _63Z_ ir 11 1/2' -Ir 13r' ly 13" Is* 13, tr lar 13, 5 (BUTTOWO is* lk- _13�_ Is- Ir Ir Is- Is- �1_ I is, I r ir Ir Ir 13* 1 r 13' 1 r is* Is, 13' 6 CTDP) 13, Is' Ir 13' is* Is- 37 13 1 13� 1 IIV 8 1/4- 6 1/4- 6 1/4- 6 1/4- - 6 1/4" 6 1/4* 16 (8011.-) - - 6 1/4- 0 1/4- 6 1/4' 6 114 - - - i 1/4- -f3 8 1/4- !r 5* Ir 110 1/2' 1 r 7' 1 13' T` 7 1/2 13' A 1/2 11 11-3 w-d" m 14'-4- ir VV. Is' 13" A 1/2* 13* 9 1/2' 9 llr 1 1/7 S 11F I (TOP) TO Ir 7* Ir 3, 13' 9 %/2 ir 9 In m 1/2 -5-1/2 7 t/2 13* r I (Donau) tr 7 11r, is* -is. 13' 13' to'- 1-T T'. it* IF Ir 6 1/2- 1 (BOTTOM) Ir b` 13* 10 1/2' 13' 'r ". 7' ' '/2 5 1/21 Is- 4 1/2- 2 (W) fr 13' Ir I 'Ir 13" 0 lIr 9 11r.6 lIr 13, 5 1/2*_2 (TOP) Ir Ir 13, 13, Ir 9 1/2 is* 9 1/2 10 1/2 7 1/2 13" 5 1/2* 2 (BOTTOM) 13* 7 1/2' 13' Ir 13* Icr is" to * ! - Ir Ir Is fIr 2 W-) IF 7* 13' 13' Ir 9 1/2 ir 9 1/2 10 1/2 7 1/2 *1* 6 1/2' 3 CIOP) 13' 7 1/2" 13* 13, 13' to" ly la- I:. Ir 13, 6 1/2- 3 Cw) - 5 Ile 6 1/4' 12 1/2' 6 '/A- - - 6 1/4- 6 1/4- 3 WOW) - - !2 1/2-12 1/2' 6 1/4' 6 VIC 12 1/2-12 1/2' - - 6 IIV 6 1/4- 3 (BOTTOM) r o $12" 7* 3 1/2, r A. 4 1/2' 3- 6 1/2' r M) 1/2- 3' r r 4- 4 1/2- 3 1/2- 6 1/2- 3- r S" - TV. - IF - 5 112- - 7 112- 4 (Bonow r - r a, 5 1/2- - 7 1/2' - 4 OMTTW 13, 13" 13' 0 1/2' IW 9 1/2-10 1/ 1/2- Is- , pop Ir a I/r is' 13' 3. is. __!_0_ IT a __L3__ 6 1/2 S (TOP _130 13, IID V, I 1 1 1�- �31�r tr Ir 13. 13. to* it' IF 13* a I/v 5 MYTOM) Ir Ir 1/21 7 13* w 1. 13' 13, 'r '5 a 1 .1r 2 I1r 6 1/2 13* 5 1/2' A (TOP) 1 a 16 1/4-111 1�4-16 (80",-)1 /4' 6 1/4' a Ile - t - i - T, 1/4* 6 I/V 6 mor SM: smw I I MR AAMHOAS TYPE A, SPACING m* IWA"104 WHO wm fh" BUILDWW It WWOM ANCHOR SPACOM AND UNNUM WOE DISTANCE AXE "=knD ON THIS SMM" MR ED LESS IYAN 6MICATED OH SCHENALE �= ANCHOR SPACNAT W MULTIPLYING SAACON SHOWN ON SCHEMU BY Ilf FOLLOWINT) FAMOL FOR THIS OPEUXION M BE KSML RMICED 1011000 OBTAINED LOW FACTOR SHALL. NOT BE LESS THAN MINIMUM SPACIM INDAWTO VON EACH ANCHOR TYPE ON THIS immim" AND= TVPE _L/4 TWn1W 1/4-0 1/4.. t/4'0 "K%r It PUB VA%W ANCHOR! woe" 0.) 2,/2- E 31/2 sm 3 a J 'Ir 3 M"Aa Sin a I/r 41 ACIIJIVL MM MWM �EA) FACTOR Yr Wo -I-ad kl_,m Lill 3 112^ Lzy VALJO WHIEN SPACER @ IS USED. SEE MBLE 01 FOR it". X&D. " VM. PANEL LIENGTHS WHEN SWER " is USED. MAX. Laic 4)01(D 0 0 0 0 0 0 -- - --------- - I --- UNLJI a &S.D. DESW LOAD MAXINIUNI PANEL LOOM 40 PSF OR LESS V-S" > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF V-10, A NIAX. PANEL LENGTHS ARE ONZ VALID FOR S, W/ SOLID SET ANCHORS & W/ 0 SPACER At 12 1/2* D.C. MCHM (SEE SECTIONS & 4,11MAIIII.VS ON SHIECTS 13. 14. 15 r*R- A/13, R­U/113, ff-U/1,4, W-1111/13. R-20/13, R-311/114. R­11AW/I& R-2AW/115. R­-UW/I6. r*111-191011/115% R-20W/15. R-30W/16. L/2 '#-�Zoxr &S. WXTS WO MAX USE FOR PANEL LENGTH OVER 7'-G*) PANEL LENGTH �'REGQLAR VOW PANEL RE" STORIM PANEL 0 +40.0, -40,0 pml. (W/ 0411LAP MO "Ime. LENGTH BOLT) J ------------ ------- --------- --------------- - LWE SAFETY TORN PANEL r-s* 9 +5o.c. -34a Pr TW/O mmAp me PANEL Umm Sm 4 A A USE X-11" WN, RVIEL LENGTH 1/4'0-20.1' ------------ 47 AT ALL MDUNTINM AT S SEl, 43�� ----- ---- --------- L9=11 UFAEf SAFETY-4 - PANEL 801170111 CORNERS 0 FW I - _Jf- - i or Ell . LAP- EXTERIOR I -OVERLAP- VIVING NUT AT -am -ma RIGHT PANEL t INSTALLATIONS ONLY VAUO FOR WIND I" MIN. -2A/13. R­3A/K R-19/13. R-n/13, R-30/14, I: MW SPEED UP TO 170 m.p.h. A-2AW/15, R-3AW/16. �R-INW/15. R-211IN/15, R-30W/16. --ANCHORS (SEE SECTIONS & ALTEPWARYIES ON SHEETS 13, 44, IS &16) 1/4* MAIL GAP LIFE SAFETY STORM PANEL 11) ELEVATIObt (t) REGULAR 2.Wr SCALE 1/4--1- REGULAR STORM PANEL (UK O`T�t __1 Otma VALLM STORM PANEL ------------- -------------------- - ------- --aRtill- 6 - - X_ rpj Z. ------------ VAX. GAPv1vXsii' ac ---------- ------ ------- LIFE SAIm PANEL. EXTERIOR SECTION A -A SCALE 1/4'- 1 * MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.af.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR SJORM PANEM INSTALLATIONS 114TO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 1� & 5) MAIL. KSM' DESIGN PRESSURE RATING (P-J) VAXULIM ANCHM SPACING FOR WIN ED Flat SCHEDULE BELOW comitutrom OF THEM MAXIMUM PANEL LEW L 00 WAX� A.S.0 DESIGN PRESSURE f MkV" ANCHOAS SPACING FOR WIN ED PER SCHEDULE BELOW APPLICABLE PANEL TAPeow I Smio-su P PULIS zAmm-Mmum CNX-ik TAFACON SOUD-SIT PANELMATE FEMALE 10 I PANILMATIE ZAAMIAC-IIIIA"M --IM a DWOM, 10 alm'"' it Two in amimm om 9w IT-0, THIM -:6 5k =mm 3k �;ya� TO .75, -75 Is- w Is- Ir Is- Is- is- Ir 172 Va. 1 000) ._r OR LEW +75. -75 To .119.-Iiae 13, r 13' 101/7 13* 0 1/2' Ir 6 1/2' 7 _1/2' 5 I1r 4 1/2' ! (w) ON 13' it' Ir _13�_ W3* IV Ir Ir iK- 12' i r lo" I OIOTTOM) 13' & 1/2' 13* Ir Is' r ly 9, to' 7 1/2' :S- Ir I tsoymm) 13, 13* 13, Ir 13" 13, Ir 13" ir- 13" ic' 2 (TOP) 13' a. Ir 10 IIV 13' 6 1/2" Ir 6 llr 7 t/2- 3 1/2- Is- 4 1/2- 2 (TOP) Ir -11' li- is- is- is- Ir Is- Is- Ir Is- to- 2 Ir r 13* Ir Ir 9 1/2' Ir 9 1/2' 10 1/2- 7 llr Is- TV I/e a (gonlaw) ly ll' 13, 13' Ir Ir Ir Ir 7r -1-2. 12' Is- Tw) 13, 7. 13, Ir 13' 9 1/2' 13' 9 1/2" 10 1/2' 7 1/2' Ir 6* 3 (w) - - 12 1/2-72 112- 6 I/r 6 I/VJI2 1/2' 12 llr - - 6 I11V 5 114' J (BOTTOM) - - 72 1/2-12 1/2- 6 1/4- 6 114V 6 I/r - - 411 1/4- 5 1/4* 3 (WITOM) a' w 0* 6' a, 6 1/2* 71 1. TV- 1 1/2' 4 CW) 7- 31 a, 5 1/2, 71 3 lIr 4'_ 4 llr _�:_ 6 iT _D_cz a- 4 (BOTTOM) r - 6 1/2' r 87 - r 4 (INITTOM) I,- Is- Ir 13, 1 r is- 13* 1 r --LDL- S (TOP) 13, 6 lIr is" Ir Ir ___ 13, __�3 10' Is, 5 trop) 13, it* I _ 13, 13' 13' 13* Ir is, 12" Va. to* 5 (BOTTOM) Ir 1. Is' Ir Tr 9 VF - 1/2- 1 r 6- 5 (BMTOM) Ir 137-- 's. 13* 13* 13� 2� Is- to- 5. 13' 10 1/2' Ir 6 1/2' 13- 6 1/2' 7 1/2' 4 1/2' 5 ITOP) 8 1/*- 413-13* 6 t/4- i i__ 6 I11V 6 1/4- - - - 5 Ile 6 1/0' 6 1/4' 8 1/4' 0 Ile 6 t/4' 6 1/4* 6 1/4' 6 (Wn,-) 137 7 1/2- 13' Is- is- 10' Ir TO- IV- 8- Ir CWP) V-r TO a 11' S' 13' 10 1/2' Ir 0 f�,V 7 - --- rilr 7 '17 517 Ir 4 1/2* 1 (TOP) >V-S' TO 13" 7 1/2' is' 13' 1.3' 10 1/2" Ir 10 1/2'ti llr 8- is, 7- 1 i501TOM) Ir ja lIr 13, ty is, 1 2* 1 Ir q* I to* 7 1/2' 13' 61 1 (9117TIOM) 13* 7 I1:rI Ir 1 13' 13' 10" Is. 'or ". a. Is-- 6 1/2' 2 (TOP)-- Is- 5- Is- 110 1/2' Is- 5 41r Is- 5 1/2' 7 1/2- 5 1/2- ir 4 1/2' 2 (TOn 13' 7 1/2* 1 Is- is* is' 1/21 13, 10 11r., 1 1/2' S* Ir 7' 2 (BOTTOM) - ir r Is, IV 13' 2- TIr 13' _ 9 1/2" 10 1/2" 7 1/2' Ir 6 I1r 2 (1310117010) 13' 7 1/2"1 13' Ir -to is' ID 1/21 is' 10 1/2' 11 1/2' 11' 13' 1 7' 3 (TOP) 23, 1. is" 11. 13' 9 1/2* Ir 9 1/2' to 1/2" 7 1/2- Ir a- 3 (TOP) - 12 Ijrl2 llr 1 1/4- 6 1/4- 12 1/2- 6 ]/A- - - 6 1/4- 4 1/4- 3 (BOTTOM) - - 12 1/2-12 ­S_ 112r 6-1/4' 6 1/4- 12 1/2' 6 t/,v - - 16 1/4* 6 1/4' 3 (BOTTOM) 3-1/2- a- C 7 lIr a- 4 1/2- 5- 3 1/2- 7- 3' CIO,) r -i;- 5 1/2- 7- 3 1/2- Ir 4- 4 1/2- 3' 6 ll:r 2 1/2' 4 (TOP) -1/2- a.- - TV. - r 1. - 1. - 1. ir - 5 1/2- - 1. - a, - 5 1/2- - 7' - 4 (BOTTOM) 7 1/2- 3.1 Ir to lIr Is- 10 1/2-11 1/2- a- Ism Is- a I/r 13* 13' Ir 1. 13' il� le 7 1/2- Is- it, 5 crop) _13� Ir 7 112* _13 13' Ir 13� 10 1/2' 13' 10 1/2' 11 1/2- A- f r Ir- r 13 :Tqj_3Z 1 1/2- Is- 9 1/2- 10 1/2- 7 1/2- Is- G* 5 (Daryom) 13* 7 1/2* is' - 10 1/2'li_l/r 11' Ir Is- IGLI, I r 6 1/2' 1 Ilr a I/r JY 4 1/2' (TOP) I - 6 1/4* 15 114* LIS I sa *W 11 MR AMOM TYPE a w4aw POV 061ALIpa'" wo um "*A Kamm IWAAAA AD" SPACO" AND U*NW EDOE WMAICIT ARE 'NOCATIED ON 711S SCM" fm ED. MOVIS THAN WITIMART) N ScHEaUU KOUCE ANDHOR SPA� 0 WADING 904W ON XwEVAU rr THE FOLLOW#Jo FACTORS, no "a OPERATION TO K POSSIBLE, INDUCEIG "M ONINNUD USING 1AWOR SHALL HV K LOS THAN MAIIMUWI SA04014 OCCOM MR EAW MCHOR TWE am THOV SO.EDULE 1/4*. Ile. t/41.__ A11101110111 NNIENOW mmi . it� PUB _Y�vtl_ zmow-tvm (AU:­Ift mumum AmmHom SpAcm 5 3 3 3 2 'Ir 21/2 00NMEW 01� 3 3 In- r I 'Ir 3 3 1 'Ir 3 vr $0 3 'Ir 4 m It -9 (ED) FACMA vr 4t- lLut - VO IS. UM. SEE 01 FOR MAX A6&D. X. WHEN SPACER rl._USED. %%sW 1/4-11 TAPCOhk_-- - _ __ EXISTING POURED ANCHOR 0 S* O.C� CONCRETE OR BLOCK SEPARAM TO CLASS. E.D.* TAAL& a A&D. DESIGN LOAD MAXNM PANEIL LENGTH 40 PSF OR LESS 6--a- > 40 PSF TO 50 PSF 8'-2* 1> 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON ,�Y VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS At W/ " SPACER AT 12 1/2- D.C. INSTALLATION DETAILS INTO POUREQ CONCRETE FOR LIFE SAFETY 2 NEL(t) OR CONCRETE BLOCK STRUCTURES 1/4-* YA" -0-- g-,�, 1/4-0 IAPODN EXISTING POURSID 1/4-0 TAPCON ED 9W ANCHOR 0 9 .C, BLOCK ANCHOR 0 CONCRETE OR CONCRETE SLOCK ANCHOR 0 V OLC� 0". CONCRETE BUICK REOUNW� M CLASS. v 'Mo., v PANEL LOOM PANEL LENGTH (SEE CLEVAITION 0 1 (SEE ELEVATION ON SHEET 12) TV ON $MEET 12) IT L/2 LOW #1 "/1. TAn O.0 EMSTINIS POURED CONCRETE OR CONCRETE BLOCK REOUIRED. SECTJQN R-JA REGULAR PANELS WALL MOUNTINGS SCALE 3/6- 1 - a vrw _1/4'0 TAPCON ANCHOR 0 9' O.C. EXISTING POURED CONCRETE Oft '_CONCRM BLOCK REQUIRED SEE $HIM 16 k Hk MR ANDONS NO= rmt TYPE A, SPACING FOR INSIAUATIONS INTO MIRIAM NOW WRIONG 0.) 3 OW FMK OULDOM MINIMUM AW�Cft SINVOINGS AND VkW� I-- 'a,- DAI - I . BAW, TW) 3 IDOE DWN� , . . LIX ON SCHOMAX REDUCE ANCHOR SPACPKI 3 In AILILIMILYINS SPPJM SHOWN ON SCHEDULE By THE FOLLOWING FACIIM FOR THE OPOIATM No IR POSSIBLE. Ana 8K farm to FA" W35 RUA= SPACING OVITAIMED USING fACIOR SWU NOT BE LOS THAN MINIMUM SPACING INTICATITO FOR EACH AMCHOFI TYPE ON THIS SCHEDULE. 37 1 3 1/2" 112 TO GLASS. GLASS -L- MAIL PANEL LENGTH 6- PANEL LENGTH T (SEE ELLIATION 0 (SEE ELEVATION 0. SHEET 12) 4 ON SMEFT 12) IT n TO CLAWSS. L/2 77777 LO L. a.. to Ea Ea E. Ea 012 1/4-41 TAPCON __J/4'11 TAPODN 0 1. #(Lc. ANCHOR 111 9' O.0 ANCHOR a r 0 C� DWM POURED CONCRETE OR COST11*3 POURED CONCRETE OR __CONCRETIE BLOCK REOURED _WNCRIETE BLOCK AMPRED WALL !IHHN'.. MOUNT11VIGS SCALE 3/a-il CD a) r- - CU > a) Ld) a) a) 2 CD_ CD_ = 0 0 cu -4--1 0 -0 CD .4, Cn a) .4--p q a) m -0 p im 0 0 -cu -0 0 L_ 0 m 0 ICU CU > .w w Cn E 02 2 C�L CIO -0 1 . c Cf) z z w mi CV- C11. C717 _; - C111 ztH L4,J LZ Cr C14 X- 1= Cq "Ir m w C.) X, ,I, CZ LE E C5 I-, INSTALLAXION DETAILS FOR UFE SAFETY PANEL INSTALLATION OETAILS FOR UFE SAFETY PANEL in INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCREJE BLQCK STRUCTURES INTO WOOD STRUCTURES 7 7 1/4-0 TA" 0 H ANCHOR 0 r Dr_ UWM` CAM OD H. 1/4-0 TAPC*N,L- --Nmr. OUNTED WOOD HEADER CONCRETE BLOCK CONCRETE BLOM 0 MD MED Cn I it 'A" IJ4`41 TAPOON IOIRTAPCOW IS r 0C, ANCHOR 0 9' OX CON O.0 A) t 1 7 f 2 MAX /A- `e W-MOToon `LH I FDA : L/4 f/4* 1/4' 1 /1. 2- 2- T& � / __ It i [", I V MH,. TV I' Win. 111-SWARATION- CIO 0 TO CLASS, 4LN �1 _C1 T *A IT I A > CLAM IT I i 1 1 4 11 VIA V MAIL =41. "It, I R E V Mol. It ;_ I 'L, MAIL. m IAMB 0 PANEL LENGTH 6' PANEL LENGTH mm 1 00 r-In a- PANII LENCTH LENCITH 0 (SEE ELEVATION 's T;. PANEL at:%, I I I - 0 AV 10 -_mT IN %4 0 (51E ELEVATION It - L M.. "L" MAX. L. Mc. (SEE 1 ON SHEET t2jr SHEET 12) 1 i PANEL UNGIII PANEL LENGTH I am "L* MAX. IL PANEL LENGTH 12) SHEET 12) PANEL LENGTH VON H` (SEE ELEVATION Amilaw__ (SEE ELEMMN ON SHEET 12) it !(SEE ELEVATION 1 .11 TO GIASS� ON SHEEI 12) In t ON SHED 12) ON SHEET 12) T" -J I* Ion. "1 .1 SEPNOTIOW I' Wn. to GLASS. L/2 0 C3) I & ---- SEPArATXW Ir 0 IT L/2 .1 GLASS, ILI TV r W-SIEVIARATION-- ED, DUSTING` 0(mwwm It 71 Ilr 7 COWREn OMR ED EG. :Z IV REOUIRED. Oe J� i I , L - I �- - 1 a Ur ot 1 -1 1/2 fe- I _ L Vlim."& - I 0",!?, ED A .. VA"' PLATE 1XVILTIV 0 12 IV., 2.4' WOW 2.4' WOOD 1/4-0 Th" CON REQUIRED 'vo TA 2-.4- WOQO PLATE 4'0 TAP v IS _ C C. PLATE 1/4'e ­5 m ANCHORR 0 12 MAIELL ro O.0 PLATE 4 0 TAPOON REQUIRED -0 PANEL"TE PLUS REQUIRED 1/0-0 P44ELMKTE PLUS Mar STUD REQUO" O.0 A (SET W, D.C. STAGGERED W1 STUD 1/4 ANCHOR Or 12 llr D.C. M04OR 0 12 1/2' O.0 OC WALL 11OUNTINM 1 2 -A *Ow AA R TE T SCALE 3/8 _1 _ � -_ -- t WE 9111115 15 111 11 MR AWHORS TYPE & BROOM FOR REQUIRED ECOREa INITIALLATIONS INTO WOOD FRAWE $Ut"=. M"" ANCHOR SPACIMIS AND 011VIAL EDGE DISIANCE ARE WOOM" ON THIS SCHEDULE. ftft 2_0� LESS THAN VICUTED ON SOIEDULE X[OKX ANCHOR SPAOING By co "Tft"111 SPACOM SO" ON SCHEDULE In THE FOLLOWING FACTOIS. MR TIN OPERATION 111 In POSIMILE, m ItEnt SPACING OWAIMM UWMQ FACTOR SHAU NX K IMF. a HN, LEST THAN AWAMU9 VPACWA WMVM FOR EACH ANCHOR "000HAINN" JALUL51PONFEW AlMvI a iRENGUMLAR PANELS I TYPE ON THIS SCHEDULE & I\. Tit V, WALL MQLMWA WALL 11111OLINTINGS WALL MOLINTINGS V;k A. T14j�'�4�� kA 41, w4w ........ MCHO m 1/4. 1�4. SCALE 318-1* SCALE 3/8-1, SCALE 3/0-1- w Sir ........ v FLORIDA BUILDING CODE (Won Mgh Velocity Hur warmi Zone) WOM AMNON VON 00 FLORIDA BUILDING CODE (Won High Velocity Nu VLO06 Zone) FLORIDA BUiLDIN4 CODE (Ron Nigh Wiocity Hur one Zone) 44167 . 2 .0023 14TEM w_ 24 GAGE GALVANW STEEL STORM PANEL fp. mom* 44167 1 -am W7=ck or_ KI, -M x 24 GAGE GALVANIZED STEEL STORM PANEL 24 CAGE GALVANIZED STEEL STOW PANEL Fl- < I INSTALLATION ARE ONLY VALID FOR A.S.0, DESIGN .*M SIATE OF OPAN ATE N/Vtx= 1 , INSTAUATION ARE ONLY VAUD FOR MAX. A.S.D. z PER ELEVATION ON IL I STATE 0 GLOBAL PROTECTION PRODUM. U.C. 0"L. DESIGN PRESSURE RATINGS (p.s.f) AND PANEL GLOBAL PROTECTION PROD=, LW. 4%. ST PRESSURE RATINGS (p�Esa AND PANEL LENGTHS AS z ____ -Z� 11, - "' 5 GLOBAL PROTECTION PROD=. UZ. S fOR Yr- DUE. 4 LENGTHS AS PER ELEVATION ON SHEET 1Z 4= I^ III STRIMIT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S.W. 61 STREET snw IMME, n_ =1 2. FOR NEW WOOD FRAME CONSTRUCTION! WOOD L 11LIECOm. 011a -Lob NAIL W. m AWINAW. WHAW pHne, ow MWIL Fit. :0314 20-175 IINE No 2, W/ SPIECAFIC Met 1=1IM. .:I" P.Dw 0.0 fl-MA, PHONE (ON-)"�734 em: 10-WI-M MEMBERS TO BE SOUTHERN I 2G-175 20-175 r DENSITY OF 0.55 OR EQUAL. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC W� ame. ft.. I 'Ir DENSITY OF 0.55 OR EQUAL U" < 1 ce- It, H. __j WALM Y_ 1. 01. PX_ SEAL/lowww"twit: it? Aq I P.E NAVISW4910M/Our Stan 1. . 1. 1 is W is r "LL" CL SHEET NO. SH 1.4 EZI/18* EZIW/18 ANCHORS ----(SEX SECTION al I, ALIVINA1114 li ON SKV I No. 1, Min. IS NOTE 2) 0 �­� I/ss*# #4LUM-Vv Orr d T AT 2 PER, PANEL I _T I - OF *L' ([NU PANEL) (INTERCR PANEL) IN R PANEL) �I 1� PANEI) (END PANEL) SEE NOTES 2. 3. 4 SEE NOTES 2, 3. 4 A, "ASEL LENGTH a 40,0 pml -nim P /,M,_ .r i SOLT7 SECS, a I= 1 1.1 L i-I 50% _LL 14,1� 11 __L4 I OF ILI MAX 7T* I -I I]] T-1 1 11' J -1 1 F11 L L L J L �jj 1.1-IL _J_L*i_j111I I _11_L� I-ILi -1 ri J 1 1 _. . , - . SEE NOTE 4- L 'SEE T* Ian To,@ ANCHORS; NOTE 1 - - -(SEE SECTION EZI A, ALTERNATIVE EZIW ON SkEE7 18) EZI/M EZI W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELMSMIEM (t) SCALE: 3/32*-1" 2_6117 *OAK DiERIAP 1/4' Wift. GAP -I View %PAIM 77 777!�. 7 7 7 70`7 7 \ 7`7 / V/ MAX. CAP, SECTION A -A SCALE 3/32'-1" ENGINEEPING E114GINVERIMG EXPRIESSO PRODUCT EVALUALTION REPORT September 15, 2020 Application Number. 17850.1 - R2 FX Firciect Number 20-31543 Product Manufacturer All Arnerican Shutters and Glen Manufacturer Address, 1540 Donria Road Vilead Palm Beach. FL 33409 ProductillarnegDescriptiorr 24ga Galvanized Steel Storma Panels Large Missile Impact Resistant Scope of Evaluation; This Product Evaluation Report is beft husued In accordance wish the requirements of she Florida Deportmord of Business and Prolassionall Regulation (Florsdo Building Commaskim) RL48 Chapter $11 G20-1005, F.kC,, for sunewide aeceptionce per Method ild). The product noted above has been tested andAw evaluated as summarized herein to show complance Willi the Florida Building Code Seveft Edison (2020) and is. for the purpose Intended, at *W equivalent to that required by the Code. R64volustion of Use product shall be re"brod following pertinent Florlds Building Code modifications at revisions. Substairtlating Daft: . PRODILICT EVALUATION DOCLWENTS EX drowing #20-31643 bftd -Age Golvarrited Steel Storm Panels (R" & Non-HVHZ)*, sheets 1 -5, prosparod Int Engineering Express. signed & sealed by Frank Sommudo. RE. is an firrisgral part of 00 Ev"on Report . TEST REPOWTS Uniform static structural performisoce has Dean tossed in acoardenos with TAS 202 lost standards per test repod(s) OBT-ASG-17-M by Blackwater Testing, Inc, Large n"Is, wripact mrstence wild cyclic loading persomiance has Won harlad In accordance with TAS 201 and TAB 203 teststaindardis por W roport(s) #BT.ASC-17-001 by Slaclavater Testing, Inc. - STRUMML ENGINEMING CALCULATKM Struct" anginsemV calculations have been prepared ~ evaluate the product bmW on comparative ancilor national am" to qualk this following design critema: 1- MaximurriAllow"Spons 2, Minimum Allowatile Spent 3. Minimum Gins Separation A. AnalsorSpecks; IfiG SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0 660 1 (066) 396-9999 TEA140ENGIN$FRINGEXPRESS.COM EMGtN6rENINGExPAEss.com 1 4, LAST PANEL(D TO BE INSTALLED At EACH OPENING SHALL ALWAYS OF PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION Ir WITNUD TO BE INSTALLED FROM INSIDE OF STRIJCTURE. I NOTES RANG STORM PANEL SYSTEM M I TRACKS TOP & BOTTOM (2). END PANELS SHALL ALWV BE C01,1NECTED TO BOTTOM TRACK BAR _ OTHERWISE A STOP SHALL . PROVIDED AT TOP OF SUCH PANELS- 0) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNfCTION SHALL CONSIST OF 1/4'0-20.3/4" MS. W/ WiNG NO OR 1/4'0.3/4* Mi.. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCArON Of FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES Of END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i... A STOP BAR IS ONLY USED AT TOF') AT LEAS' TWO PANELS SKAU BE CONNECTED TO BOTTOM MACK UStNG SPECS INDICATED ON NOTE (3) ABOVE. IN SUCVI CASE CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 yn.p.h� I WENGINEERING Page 2 of 2 All American Shutim and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in allowable stnass free been used in the design at this product. Separneson, from glazing Is not required for Installations outside of Wind Zone 4 and essential facilibes. Impact Resistance: Large Impect Resistance has been demonstrated as evidenced In previously load test roporgs), and Is accounted for In the orginsering dersellp of this product. WInd Load R"Istance This product has been designed to tes* wind loads as Indicated in the "an schodule(a) an t1ho respective, Product Evaluation Document fle engineering drowing). Instaftuon This product strall be Installed in Oka Compliance with INS respectate Product Evaluation Document tre engineering drawhig), along wfth all components noted therein. Product components shall be of flie motional specified In that product's respective Product Fvakwbw Document (I.e- engineering drawing). umnstions & condwons of Use: Use of this Product sholl be In strict accordance with Me respective Product Evaluation Document 0.9 engineering drowling) as noted herein, All supporting host structures shall be designed to reand all superimposed Wds MW %hall be ot a material lorted in this product's respective anchor schedule. Host structure condition which am not accounted for in this products respective anchor schedule shall be designed for on a site-apecific bak by a registered professional engineer. Ali components which are permaryor" Installed sholl be prolooled against corrosion. conta~ori. and ~such damage at millimes. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHP, PespedfiAlly, 4�_ Frenk Bcmtaurdo� PE EhroDNEERnia; ExPRES0 bPE0046549 I Cen Audi 9985 160 SW 121" AVENUE SUITE 106, DEARVIELO BEACH, FLO410A 33442 (954) 354-0660 1 (866) 396-9999 TEAM 6EVIGINIERtNGEX0 RESS, CON IENGINIERINGEXPRIESS.COM -S �_'44 Y7., L 2,01 Alw a a�r p 'T 'CHU­rH ro �r -:0 V I I �U. �7. CUL'IlKnooll ROW MR LU ..L- 4 Vl. UP) gig T LU _~6 flit" r4 14) .:4 aill 4'.." -A, WIN W 20-31543 T.' 9 211% 4t!iTl IVA INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRUE BLOCK AND M9D STRUCIURES lit CONCRETIE BLOCK j-14,0 UPCON ANCHOR 11, 11 C, WAUP", 1101 HEX HE 1/4'0 TAMPCON HEX HEAD TEX WOOD AD I& ANCHOR OF 12 0.6� SCREW 0 FROM f EDGE OF =0764" FROM 2. win. R-SEPARKINDIN, Mill"10 CLASS A/ "60 POP ALUMINUM POP ANET I wou is. _O" Ir-O, NIAX PANEL LENGTH I PANEL LENGTH A, E. ii�wl Mir, /4-0-204- 10 TO CLASS. _T= - . i - THUMBSCREW 5M `GLASS We I OF OF 14UMOSCRCW 0 4-0 TAKON ANCHOR V 4-1- 12' 01C. t/4-0 TAPCOM UROI 1 2.4* WOW YE ANCHOR 0 12 O.C, =Wc, LATE CONCRETE ISLOCK REOLM" WALL MOUKnNO SECTID14 EZ1 SCALE 3/8-11" SCALE 3/8-1- FLORIDA BUILDING CODE High Velocity Hwu tGafte, zons) (Won Now PANEL LENGTHI o.44 OEM r1lTDM i'lt 24 GAGE GALVANIZED SIEEL STORM PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. &SD_ DESIGN SHIALL BE 2'-S" PRESSURE RATING +/- 40.0 P.O. AND 6'-0* MAN PANEL LENGTH. STATE 0 CWH" M=111101`11 PRWums, LLC. f Th LTI E C 0. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ANY HIM) sm, %, STRI, �01; XNML PIL Al. MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC 20-175 DENSITY OF 0.55 OR EQUAL ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) I WIDTH UNUMIT.EQ (PIERP. TO PANEL SPAN) - TOP MOUNT (CONN, TYPE AS W-Q'D) SECnTYP. DNS OPTIONALAO-208MCH DM7S, WITH WASHERED =U I S.FASTEN�l D III" SE AIDS APPROPRIATE $PAN TABLE) PLAN VIEW BOTTOM NOW MAYBE AT 0, 3 7.55' OL OOTT t-l-*N TYPICAL VERTICAL MOUNT DMLEVATION k T S, ELEVATION TOP MOUNT (C NTYPE--,,N LITIM AS REQO) (STAN ABOVE BOTTOM OBSTRUCTION) LCoV. TYPE AS REqD) &5T;SiCnON ILOCATION MAY VARY) BOTTOM MOUNT (CONN� \ IT Pr PIS RECI D5 )LOPTIONAL CTION) P411115 MAY BEENCTCHE11115 REQUIRED, MCI Movir DED THAT CONNECTIONS AND i4`20 BOLTS WI WASHERFE ANCHOFS�ARE UMzD 'i"HicHSATISFY � WING NUTS F45TENED I SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS 0 nDSPAN APPROPRIATE�WAPI TAE VERTICAL MOUNT ELEVATION /"2� (NOTCHED PANELS) \a,/ N TS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE, 24 GAUGE PANELS MINIMUM STORM PA44 SEPARATION fROM GLASS (HVK7, WIND DOM t 4 & ESUNTIAl FACR ITUE4) MAXIMUM DESIGN �AUAIWAW PA"S"" � SPAN 11-1 INSIALLATIONS LESS THAN W ABOVE GRACE LLATIONSC WSTA AEATEM IHAH 3VASOVE 64ADE JPSF) i _6 06-1. 1-6 on .140 2-164h 130M.11 6.06. 1! 10 In L30AI. 6.06 1. 1-161h 406 6 in 41 432. 6 09 ; i9l '!!� 6 t 31A in 612'" il 72 1 27.0, &C13 In 2M 0, :iVAIIII �oL�Nr_UUI_r_ NU I r=): 1, TIA SPAN SCHEDULES WITH NEGATIVE DMG14 LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCME"E IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS� 2. "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EMVMNS ('"RACK. STUDDED ANW, ETC) USE 6,'ZS' 0 C' PANEL FASTENER SPACING TABLE VALUES FOR AU'H'- AND'U'VIISAGERS ONCLUMAKS BUILD OUT CONDITIONS), ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. I ENTER SPAN SO4EDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPIENING TO BE PROTECTED. 2. SCHEDULE IS REWIRED FDR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN WADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHS LOAD 3. FOR INSTALLATIONSOUTSIOEOF THEHVHZAMDOUTStDEOF ESSENTIAL FACUTTIES IN ASTM WIND ZONES I THROLIGH 3, THE GLASS SEPARATION ;���=,NEDor MINIMUM SEPARATION FROM THE 0'rilid, M I 0-%VRAUS MAXIMUM ALLOWABLE Flani, DESIGN PRESSURES: Nt. )All. 3 & j 5_sWfrWIN 1*5113NI DESIGN NOTES: I sc"Evu'Es POS D E C E 41SE T Sys M SH BE RNINED PER SEP IN IN ADA WITHTHE VER I D - A I AS CHAPI�ER -V 16M OF DA SU SIS BE LESIS AN OR UAL THE OR E DESIGN i le, .6 25 > I P Rr VAL ES LISTED HEREIN FOR ANY A Y AS 4 ill GENERAL NOTES; $HALL BE AS �gr IN UP&OUIMC DE In )A=1rNV9k7T0r 41= RAY 4AS BEEN USED IN THE PMECT I i's 111ko, W CH 01I ' OR, SM W;r*mu Ili I, 1PANS CD ED 'All CALCULATIONS AS I DOM RCT Po"Woe rrioNs DD*TRIM47 MAIN To FOR USE IN ON MAXIMUM TESTED &R-i- 1AD" UNLESS "*"-a 11- DA OTHERWISE UMNITIM=22 CAI CODES, LU LUM�KSX, UM ALLOT. HANGEDASFIPLO :k RILCALLY OR TE APIDSH00 KTrs'l t A ma%a= EYiL) Ti D rr w ES om ADDITIONAL Do T-0114"S DDCUMoRT OPTION 4 A MINIMUM OF W LABEL 20-31543.1 I. 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G.1y, lz a2v IN 1�1 H ANCHOR NOTES: 11 ANC14ORSCHEOULIE APPLIES TO ALL PRODUCTS Cal, FIED HEREIN, allT ONLY PROVIDES MA)UFIU ALLOWABLEANCHC115PACING, MAKIMUM ALWWASUESPANS AND PRESSURES INDICATED Z ENTER ANCHOR SCHEDULE RASEOON PANEL FASTENER SPACING, THE "ISTrm STAU_RE MATERIAL, & ANCHOR TYPE- SELE�7 DWGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOA15 ON SHUTTER erS, ERSPANISFUCt THAN OR EQUAL TO SHUrT :VES LLJ Pt D N AP"==TI5R CONNECTION TY MOUNTING CONDITION (SEE MOUNTING DETATLI. ON SHEET 2 FOR IDENTIFICATION I 1. PANEL FASTENEW ARE STUD LISFDINCONIUNCTIONWITH MOUNTING D(TRUSIONS rF'-rm(x, S71JUDIED ANGLE, CrC) USE C35"O-C PANEL FASFENER SPACING TABLE VALUES FOR ALL'H'- ANO'U'�HtADERS (TNCLUC1NG�SUf_DC1JT CONDITIONS) 4 ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTLI IUM'RECCMMENOATrDN6 5, HOLLOW &UXX MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK, 6 PAW UM EM ENY SHALL BE AS NOTED IN ANCHOR SCHEDULE. a, coNatETEAwi-4mNWOTtDHFAFJMS�ALLSE SEDDEDTOUN-CRACKEDCONCRETEDINI-Y. 91 WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXIS77NG CONDITIONS MAY VARY, FrELD viRiFy THAT FASTENERS APE iNToADEWATr: WOOD FRAMING MEMBERS, PICT PLYWOOD. FASTENING TO FLYWOOD 15 ACCEPTABLE OPILY FOR SIDE CL09JRE PIECES. 10. WHERE ANCHORS FASTER To NARROW FACE OF STUD FRAKNr, KASTENER SHALL DIE LOCATED IN CENTER OF NOMINAL 2. X 4- (MIN.) WOOD STUD EDGE DISTANCEIS ACMPTASLE FORWOOD FRAMING). WOOD STUD SHALL BE -SOUTHERN .111y. G-045 OR qRi DENSITY, LAO SCREW SHALL PAVE PIC UIPS PAN 14FAD OR HEX HEAD � Us it: REMOVABLE ANCHORS ARE. OEWALT PANELMATE, Al-L-POINTS SOLIO-IRET S, BRASS BUSHING 12 MACHENE 59CREWS SMALL HAVE LP"MINIMUM ENGAGEMENT OF THNISADS INTO THE BASE 20-31! ANCHOR AND MAY HAVE ETTWP A PAN H14ZE TRESS HEAlfR, IT) U NO, . %NG ENCLU T��� 13. M1NIMVM_EM&EDA1FNT Aho EDGE E NISHES. 14-IrDESIGAI ES ANCHOPECOWITIONS WHICH ARE NOT ACCEPTABLE USES. IS LINEAR INTERPOLATION IS NOT ED FOR USE WITH THE ATICHOR SCHEDULES. LISTED ON THISSHEIFF -&-0 CD a) J__ CO > (D =3 2 C�L 0 ­0 0 C:)- cc C =3 CO 0 co -0 Fn 0 0 CU 0 CU LL %,- 0 CU > 0 a Cn CU _0 0 4- . = CU -&-l' Cn a- < Z Z W Mi ID M LOCI '. Cx- M C= C=> CU =L E C, cc CL C3 L.) Cn -+--a C/) 0 L_ CL CL 0 0 CU M LU Z Z SHEET NO. SH 1 5.