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HomeMy WebLinkAbout36454 Flats St3 -v Q N M in C1 C� 0 Q 0 r J is N a I N i M M rn u7 c cn a S J N O 0 c 0 rZ N N ro v 0 V W 0 Zo m 0 V) 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 G611 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 FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GIL 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 SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL 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 LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW 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. Mirror UNO 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 or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. DiverterValve (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/ orw/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PIED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdh. 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. 06.2122 PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150—C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 11-29-21 4.0 ADDED ELEV KLM PER C.M. 07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for F= r*J r*J JX St 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 3326 Al 1 KLM 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. N O ' N, C AO •��—, �GI ate^ "Ci '✓�. i,1 C. i� C9 c0 ram) N GD as g i crj Cqa Q C-8 N r> N ® N f L E !A/, fi t rP� p No ?a• S T ATE ftF r 11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W vE O CM 8 to Coo � IV Ch c: jn OD N LL VI �m0� u a a a N LL 4 N U LPL z t9 zz � o w 5 0 ES Zca y o W p m rCO J 0] o2a,rn W coIL Z � CV Z o w Cl) N LL �n N U h=- O U ❑�❑ Z W o � N o � H M V L a 0a _0 Q Xn c y s V) U i- 1 pEp V alp j o N }9 U) ME mid g W c+-s U- o 3 Z O Z g >N c E 8 E= � pa t— r0 o ? o C:,a. 1 Z Qo a °Z .� L "' Qo a m0 o M m '<w �Z z J° C) ¢ aZ N h m o 2 wF ~ tt ;o v o o =I� b V '-O rn M 00 LO C)LO 4- r- -14 U M m L LO r (n 0 4- 04 0 �( LL N \ CM � LO M T Q i— E ..T+ � M M Z ca Z E O m 'a o� �? E U -J Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. CS CM J NO W) LO v cnv 0 .n 0 0 J rn 0 I N Q PO W) L0 v C Cr 0 0 J CID Cn 0 I N tp ID Q c 3 Q N 0 Ca E a E s g J a •U J a� LZ N 0 M v a 0 N N W 0 0 N c C d 62' A H.B. D S3 TYP @ 1 STORY S3 t J O 25-SH S6 TYP @ 2 STORY - - UA - U I - i Ci SHEARWALL C S3 5-SH s O EQ E 1, FIBERGLASS SURROUND w I STEP o71-i i I � 5 �8' 3'-51 10'-5" r 12'-0" "b o u) cow I 1 - 2668 O". B TH 1 [_ $ - - _ O r z NW "I SUITE Q � 8'-8" C - TILE 1 - /� rn O S4 8'-8" CLG. 2668 _ }_._I I OP N r I21 " TP 8 -^ C CARPET SIM. _ I I - FIBERGLASS I to - FLEX O ao =� - - SURROUND 1 _-­Id'N 1 8 $ CLG. BEDROOM 2 U, M - 60" X 36" j 01.11.1 N I 41 - I C I CARPET _ _ 8'-8" CLG. �M O D3 _ SHOWER , , i ! I 0 I 8'_8" CLG. I I = ..CARPET NO w z w TP m I CARPET =w H3 '90 __ _._'_ 1 1 1 5068 BF O b Z z 068 - T. 3 7 I 6'-4" I 9'-1" 3' 0" 1'-8" 8'-4" r` w Q W S4 PLIFT - I , �^ __ 11 2868 1R.A.GJ L- --- ---------------- -- - HDR AT 8'-0" _ - ---- __ - - - - - --6' R&S HDR AT 8 0" R&S - co o �- tFDR AT 8'-0" PLUMBING LINE TO SECOND FLOOR T 1.0" � _ __ _ _ R I I I CY)r O T 1�JY _ N (3 2x4 #2 SYP S U DS W/ �3� 2x4 #2 SYP _, O N I I N I I H o 0 ,n F` DTT2Z @BASE UDS W/ o d DTT2Z @ BASE !n TILE - - F' C7 I N I ENTRY - I 21'-0" 6'-7" 2'-6" T-4" 17'-0„ 8'-8" CLG AFF LO 00 CD 1 -- G.T. i 3068 A � I - - o o '` o C (-_ S3 53 4 I I -- 5 -- _ SIM./1I/O O o 3 STE� - 1 o I LO ----------- I I GREAT I- I I N- I 11 77 N '� ROOM __ II _.__ Z IIr--� I----- I II __ - �.79 8'-8" CLG. III D.W i _ 1 CARPET ;___._ _ III r___ ---- 2 CAR GARAGE ---- r " 1 1 " 8 -8 CLG AFF I O I 4 SH. A _- I 1 11-12"QEEI? I I s3 , i KITCHEN ' I 1--- - 1 a O I 1 TYP@ 1 STORY '- �L - 8'-8" CLG. TIDE - _SW I - (.3) 2x4 #2 SPF 1 o `� / DTT2Z I Q 1 1 i I I _ 18'-4" ___ ! s�' 4-``,- - --- _r ;- 14 -,� " - eo @ BASE 20'-8" I w co D(3) 2x4 #2 SYP UDS W/ 2 15 a I I- - - - CC I > I I °° � 2" - _ DTT2Z @ BASE - OPT. REF__ 1116 cno --- - 53 I O 1 1 r '' N - -- - ---- 266$ ,nT H1 i i I r- I I O Sim. W/o - PANTRY I --_� __.' - ll 9 ,- _ I STEP ~ `�' CAFE C -5 _ LAU =!-V HOR aT $o' T 7' S I I 1 11 00 Q S3 8'-8" CLG. - - H11 BUILDER TO PROVIDE I i _- 8'-$" CLG -- oo 5 I CARPET SHEARWALL D2 = - TILE cO `o -- _ ____;. N__ ___2868;- .ti 2'-6" APPLIANCE PROTECTION I I 1 E O 8 8" WHEN REQUIRED PER FBC I I rn - OPT.D pI-FLAT CLG.l _ 70w,-t K VERIFY LOCATION i S4S3 -, TILE c) R&S cfl _ N ELECTRICAL PANEL L------------ 3'-0" I i� ;- QH - 12" DEEP SH. N W.H. o 1H ill 11111111110111 CV 111111111HIIIIII1111 ill ill ill im ill 11111111111MIX \- HANSON BOX MT!= A -\-DRYERVTE @ 36" AFF D J VERIFY METER S3 TYP @ 1 STORY S3 S6 BU LDEION WITH TYP @ 2 STORY MH.B,QL� 1,-8„ ,-01 4„ 3'-0" 4'-8" 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 Cali Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 18JX374 S.H. 14 20X501 187'X50 S.H. 15 20 X 63 18 4 X 624 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 � X 50 � 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 � 36 J X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 521 X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 621 S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 he re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 C +28.3 / -30.8 D +28.3 / -37.0 O +26.6 / -29.1 +26.6 / -33.5 GQ SEE SN SHEET D- SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL 171,1717171,171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 I 54'4" T-8" 62'-0" INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST FLOOR PLAN - ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN ELSAT (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4"=1'-0" (GARAGE / LIVING) Cz -a CD W 0 CSc cc C..) �LJ_� <c ® a- y aos a. as as ;CJ �o 3 3 �a e M 0 cv I o PE50 To the best of the Engineer's knowledge, information and belief, the structural plans and specificat ons contained within these drawings comply with the 2020 Florida Building Code - Residential 7lh Edjtion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E N co V UCD (0 C ® •� U" W tl1 �;• LL h i Lu M u a a Q Z ai J LL a W z z o c� 0 m �(0 o W m. Wj Q ¢ do 0 z kW Z LL N M Z o d oao Z W G N m 0 0 � o V1 M Q) C o - +-J 0 �N LU a ��.. U) ,o, J ,-�s , s o o f � w � M z o¢ z z LL �.® zo o� zo zco H ri3 g o 00 a c4 Ep 0 ra w w U.) c 3a m� �¢ U T 02 4 � W F O wd 5 0 r _ � >Lo J L O � J L , J Ile Crr Y U) *- J m Ln T � N M U) u 0 col 04 CV � Li) M Q � j r EN w M o MM W iii Z z E O E N c a U � Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 3 CO l N 0 0 J M CID N M M LO L0 Q 0 CID N I N r[ LO 42 v 01 r O C+ ie 3 N N / a >_ 0 J rl 0 C 0 J LZ N 0 M a 0 CL 0 M 0 W 0 m v r- - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - _. - - - - - - 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 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 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O, CMU (Flange) R.Q. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11.16 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 251 /2 S.H. 23 37 � X 38 � 36 4 X 37 3/4 S.H. 24 37JX50$ 36JX50 S.H. 25 37 J X 63 36 4 X 621 /2 S.H. 26 37 J X 72 36 7 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 a 52 J X 371 S.H. 34 54 X 50 8 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -32.2 +29.7 / -39.7 +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 14.0 MPH NOTE; WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1711111111111 MASONRY HGT.-@ 8'-8" A.F.F. MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL 171 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 37 TOTAL AREA 3816 PATIO 24 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 SECOND FLOOR PLAN EXT FRAME 2 x R-1KRAFT FACED ELEV-Al CONDITIONED CEILING I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: )/4"=1 '-0" (GARAGE / LIVING) M c�a c►a iL3o V r< LL a C-) = cC_.)N Q aLL x eu- ® - CV H O U Q r' N � ze _' W o> Q w�3 co a�i c = E, eo 0 CD M 0 N C?�' ci ° � r o P E 350° tie ; i °h °I { J� �Fr'`a€3eit� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 E S N 8 N 0 # , a J LL U_ a Y 13Z Z O O t6 r- @ 0 Q ```$��� ♦2' _ 5 'm N. ZO m J Q �z m W Warn o p w z N M Z F- z � oao Z W N (h 0 0 W NN O 4 Q C� U v1 0 � U 0 N � � o r '-e C.? 6 to i J '• - E =s 9 o rn d 0 o Who r= o W M J J - Oc`• Z Z G LL mE fl O C', o0<� - z© 00 o E o ¢ o tt 0¢ a? ¢o wz CO C z Q o O � ILL- o� 2 go d Cf.) C, c Q O W H m aW_1 w� >° o Zil d= ° .0 r = LO ai 0 nW� F- ` 00 CIDJ Ill') L t"T Y T r� U J 0 M_ W cor LO I W ¢I 0 � M N O N CMQ d' LO Cn r w M M o 00 j z z E O a m tl E U J a Q c _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 &Z 3 r7 M L0 0 Cr i O 0 J rn CV O N a rr) r) rn L0 v f� 0 00 C5 01 J co 0 I N , L0 v a r/ 0 3 ¢ N N v a W 0 0 0 J 0 •U J N 0 W3 0 0 a N N M 0 U W QZ X ,o 0 +=rN T SIN r —J CONT. HANDRAIL RETURN TO_ WALL DETAIL (:A) SCALE: NTS TAPCONS @ 16"o.c. AND 3" FROM EA. END. STAIR SECTION SCALE: 1 /2"=V-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 314" (16) RISERS AT 7 9/16" 10" TREADS w! 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 3/4" PLYWOOD DECKING in r 00 50 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / W Q > / MEDICINE o CABINET 00 OZ OZ O > CV > Co 04 co M 80 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER 0 CN FIN. FLR. 0 F- MIRROR O. BATH 00 ip milli Ll KITCHEN ISLAND 60 BATH 2 CO O FV O M OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR—��, a ON BATHROOM WALL SHWR. o 0 VALVES W o 00 a:r C° SOAP - CO O 00 o DISH U LO r dr o d- CO r co M TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 00 50 O M O <N F- MIRROR 0 rr 0 60 9 ih 0 BATH 3 IMEM L171, ul-11 I KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP rr 30 H BASE O 00 LO a O 2x T } i. 00 FRAMING '— Ch Cfl 1/2" GYP _C;' BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"= V-0" O r CV CV FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM. N - O N 00 Ckc C1. a �W og e O ... M C �.. N d _ CD �E �v M NO CV cP M �• , v Wit'?, �'✓n s� �,�� �-� STATE sue`, 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. H W cr o Q 0O - U N v , m o6,D 0 11 N # t -° LL (n U' r W LL m LL LL 1 J Z 103 Q �Mr� a Z Co V 0,2 �:5-L-C�, Co Lu 00 99 �o Y. � � Z Z L LL N Cl) Z 01 F- Z V ❑❑ ❑ W M 0 z N (n o g z o � z � N J N c+, N z 0 w � � a U O w o V) r �N Asa �(xf L Lr J E W g o li ��II U Y e o M M J J N ZO w z z G > W Qz to U zo o� z > o z0 oa F— M2, o o r0 < w z 00 0< �� W Z ti 0 C/J o Zm ¢ z 0� �m m O 0� ¢w a� s�QZ �z Z m as az aLL w =� o w¢ �o a 10 0 a,� J LO LO r� c~ J LO O LO J T U �+ T U) m m V1 QI Cn M Q N O CN M Q LOLO r r CEO M ili E w M = 00 o Z ca Z 3 i6 O a E 0 � Q o � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 3 v J Q CD M t 42 v O 00 q N O I M J Q co M 0 E v v�i O 0 co co O I N L7 L0 C CN H Q N N C E t� E s o` c J J v L_ N N 0 0 a_ C% O4 M v 0 U L 1-7 a �Co OP ao CV h. T.O.P. ----_— HDR HGT. — — — 1 I —Of, EXTERIOR PLASTER ON FRAME 2nd FIN. T.O.M. HDR HGT FIN FLR 12' RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANI IFACTI IRFRS SPFCIFICATIC3NS - 12 5 L0 12 Z�5 FRONT ELEVATION - Al 12 5 } SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ----- ---- ---- ----- —--------------------- —.--- 12 5 ------------------ --------- —�-� —� -- ------- RIGHT ELEVATION - Al REV. 09.24.21 crs Chl d N ® , o e � � .✓ _ LZ �..cc C u> a, 1 co O:WY c •� I c s 03 3 to cu) vn Q- o 0 M O N C) '' fi t No PE-8750 "•3.1 s m p^ S T't�.'7S E0i." ro i`i.j "'+m ��,o��'_E�i'-Yy r�4o• rtre 2'(��y t.. LO'.�:4� 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. to W v E S cj a o 8 N N 6 LQ ® 2N #ALL N M a.a a Q NtJiLL G7 J _ Z v Z @ rn O cc 0 L O U e- Q:. p : •f0 N +'9 0] 4 LU 6 W "- x or Z _ uJ Z N M Z U G H IL 0 . . OU ❑[]❑ Z W 6✓ M � N o � N O B� N — N M 6e43 � C-21 'm U t.0 y o l N V ! W r- u7 4— E O n rn d d NCID C w M J z Lr- (pE z o O z o q N o- p E sF Fj © 0s a C6 q w 0 00 � a 00 Z N B Q p W J CU q Q U O K m .2 Q W a ° �z Qo o <o m w� >° z¢ a Ova c o r J u , LO � rn N cc /'\ Imo- 00 j r L0 T /r CV M� W V / N m ram+ LO r 4-J (A c) 0) I cc N O M N 0) L!') M r r m co 00 rri o Z Z E O to @ N E a D c d U - Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.1 3 v N M t0 L v t/ 0 Q C> J M Q CD M M LO L0 L 0 0 Q 0 u'> co rn Q 1 N rL IF Cr 0 c 3 Q N N 0 Ca. E E 0 x `v c 41. c 0 •U J a� LZ N Q M c 0 4 rM O -a- M v 1-7 LU 0 m 0 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS- 12 5 — — — — — — — — --------------------------------------------------------------------------------- — ,----- HDR HGT \ FLASHING EXTERIOR PLASTER ON FRAME 12 4 OFFRI'DGE VENT-- 4' OFFRIDGE VENT 12 2ndFIN. F d .6 T.O.M. — — HDR HGT. ------ — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - ------------------------- --------------------------------------------------- EXTERIOR PLASTER ON FRAME 12 - --- 51 - �.—. ----1---___-- FIN FLR C'T OP bo REAR ELEVATION - Al 12' RIDGE VENT T.O.P. -------- HDR HGT co -00 2nd FIN. F R. HEEL,a -- ---- T.O.M. — — — — — — — — HDR HGT, -------- FIN FLR ao LEFT ELEVATION - Al SCALE: 1 /4"=V-0" REV. 09.24.21 e� cz C%Q I- p 'y �L� Q av q to ss _ v ap ,cam ¢� c ao M O N e1!. 4!P e� ! (,pL�� o- � iti Oy(� I•'L -78�vi�i F ST, E OF <; 0 P To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E L G _ CO N * 4' LL LU LL d L. a MVD LL ii a Y ( J Z 0 Z @ C VO O O � @ O _ O :3 N <O 0] Q W W Y IL co J0Z Cl) z° V OW U z o d o00 Ti W N M � O W NN O 4 N M 0 ,Tv1� LL re> LU ` 'p � U W 00 In> .n Cn �.. LHJ � — E 0 p, 4✓ O N Y C N o w cD Cl>o,Z r� U- cE zo 0Q� Za Q B E C3 sw wz Z© oa H ?O �E Qz I>ITT �o wZ ,co m� °1 =5 8 ¢ z z go on az Cl'v zla a o > L � ai m m i--. Q � Imo— 00 LO j L / LO W vJ m /� LO Qi coN o N C3'± M LO L O M Q t— T— M N w M o ca Z E O N ca @ E 0 a ° c c a 1 Q p 1 -ter JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 V-1011 J!" CAP CAP VARIES 6 2 = *NOTE: z FOAM TO BE USED 1 " RADIUS Cl) 04 ONLY WHEN 1/2" RADIUS M CO 2" REQUIRED BY 3 1/2" RADIUS - - 3 COMMUNITY 3/4"RADIUS--, 4 l'-54l' MIS cgiS 00 SPECS. IF NOT, 1 [2" OPENING VARIES 2- 12 �- CC= DETAIL TO BE C*-j BUILT W/ STUCCO. 1/2" RADIUS �N 00 iv 4" VARIES EDGE OF LU OPENING VARIES r- Cf) 7E (= C2. VARIES CN 221" 9 CM >< VARIES C= —tC'4 ♦ C-4 = f2" 4 1/2' RADIUS 1 1/2" RADIUS as 1 4" 4" 2" 2 4" 2 1/2" RADIUS U W CW.= 3 r-1 LO Cj r CO LO C�v to GD 321" I ill, [ 321'. VARIES 1g1. CO 3" 12" BASE BASE �3V-8" U CV'> • cli 4l' C=)- c` _J4 2 L " 2" *NOTE: VARIES 80 0 75C FOAM TO BE USED P ONLY WHEN (0 3" REQUIRED BY V-6" COMMUNITY "T T E S T SPECS. IF NOT, CP OF ill OPENING DETAIL TO BE -2 �2' r r V87 51 BUILT Wt STUCCO. N A I L - EDGE OF OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, 9 the structural plans and specifications contained within these 101, drawings comply with the 2020 Florida Building Code - X71 4" Residential 7th Edition. Engineer's signature and sea] is only for 1,ch the structural engineering portions of the drawing pages bearing 6" Engineer's signature and seal. T3 Q 214 to E 8' cj C14 r"3 LO LO (0 0 CIS 0 U. �- 1? L-� Lu , C"! 0 0_ LU vco 'LLU - vv c:; ' '! 2 U- u- Lo IN Z' i M -19 0.� 0 M 3" G M LU wQ 4 U) W 0 00 1 Uj LLJ W U) Lu S M Z CO 0 0� 0 2 L0 C0 z �. U I IL N < e-) U) a do E300 z W O O 1-1/2" THICK 31" 2 > E3 21- 4 C0 2 LO f l'-4" 3" 4 L =IN 39 11 9 VARIES VARIES 0 all 2 < 4" V) co 21 T ::fC,41 i— CD o Cn W 122" 1 E oil VARIES VARIES U) mom < 0 4" 8" CC> I C111 z 00 L0 6" 4" KEYSTONE Fl 1 KEYSTONE Fl I U- ;N. Z< --------- ce E Cr 241" 1" am IL 2 �l f" KEYSTONE 2F KEYSTONE F 1:1 �0 YSTO 11 C14 N OPTIONAL OPTIONAL E 8 Co f6 0 00 C1 00 0. < Ott < E T8 - 3" z C, 0 z "I 4"' GARAGE DR. OPENING 4" 4 WINDOW OPENING 4" 4 C Z< z �2TL NOTE: INSTALL OVER STONE, TYP. pe*j 0 C14• FIN. TO HAVE TRADITIONAL ° < Z CD VARIES LOOK& SMOOTH FINISH < W FOAM/ EPS MATERIAL IS CL E ACCEPTED 1. 1< '0 Ed E T 111. 01 of 0 NOTE: IZI < I:. E V-4" 0 • FIN. TO HAVE TRADITIONAL LOOK & Z: � SMOOTH FINISH L4V-64" , 4. 2 53 2" • FOAM/ EPS MATERIAL IS ACCEPTED 4 4 T-8" 7" LO CU 4" 3'-0" 4" 101, 00 (0 C) U') LO ti 00 CN r— `Ile 0 N m L0 U) 00 0 U) 0*) < 4— I -0 LL 0) C%4 CN -0 U') LO IL cy) ILO C0 (D Z, co 0 E a 00 0 -7 W 00 Li z E 40 0 0 'a < 701, r 2 JOB NO: 23 -0 2469 SCALE AS NOTED. SHEET NO. GENERAL NOTES: 0 1.5 LBS DENSITY STYROFOAM 0 POLYCOAT (HARD COAT) F 1 0 ACRYLIC SAND FINISH 3 -v N M LO Lin ID to 0 .G O J M CAD 0 J M LO L co 0 O J M co 0 I N LO tC 0 0 to Q Y� L 3 H Q N N r E H h G? E 0 >_ v c c J 0 0 v 0 J N N 0 M 41 0 0 c4 M O -a- a 6 m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National ElectricalCodes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSULIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FIT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 61 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-0 PUSH BUTTON SWITCH (OPTIONAL) f PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) a 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _r1 ELECTRIC PANEL _Lj DISCONNECT SWITCH G ROUGH -IN FOR OPT. CEILING FAN J �-Z IL� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 01 #14 to lights & outlets NEMA 1 0 #12 to appliances and GFI 150 AMP/ 200 AMP00 #10 to WH #8 to Range 00 #6 to HVAC 7RT I 200 amp 150 amp 200=4/0 in 2" Conduit UNDERGROUNDjDisconnLectSERVICE BY POWER CO. INTERSYSTEMre Cu Ground BONDINGNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 ��J// CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. NJ VERIFY METER LOCATION WITH BUILDER NK EIS �I�T Of ., 0 �E vII 2r1 RANSp I PLUMBING RISE NU I L: PLUMBINU HlbF i IS bUHLMA I IL I U BE VERIFIED WITH PLUMBER ENTRY I IN FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" #e+7 sN aO N 'Cc as r ls1 t� c.r a 70 �n m r-a v> a „y ® sr � c'1 � as d v IM co Cc . v is a� L Nu I= � I= (A s E CD W 42 CV 0 N M 01�1{€ r No P�- 7�0.-�d� 7° `ti?5S4Gdi�'' 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. V) W vE o a O N V N 0,0 C 0 •_ 00 N L. LJL N c)til-La L w N a a ojrNiv w a c J a Y Z tl lL N z J —arn Z s m CoO o 0 Or.. E '- N G to L Q 0 Z Z N Cl) Z O M: Lu ILW cc) 0 J 0 ov ❑❑❑ W N M 0 0 00 QN O 4 �- N M W o �4-1C cs � m U o 0 LLJLn v1 Y H06 tar J r-- _ EEO L U zl�v. ® V O C!" U) i 2 Y main �CN r-- o M w Z M Z OF q m EE® Q� Eoa H B 00 C� ¢ p K M Z �o o Ww to ¢o mg m .2 'a w O, go c� C' oLL, az m v °zl01 a a LOrn L m cc �1 00 co j r LO J cy. \i T (^ U v �/ N mLO m O ``' I co N O M_FL N LO ltd,T— Li) Q r M U w M M 00 iri d Z m Z E CD C @ E o a3 c FL ci -j ¢ n -j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.1 3 •v, J CO M to O t" 5 CM 0 I N Q co M to trn ;v v C cn c J c N O I N t[ to Cr 0 Q M O a N E s 0 0 v v Eff N 0 M 0 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. UNDERGROUND IDIs SERVICE BY POWER CO.---__ INTERSYSTEM BONDING TERMINATION PER NEC 17.250.94 150A/200A INDOOR PANEL CENTER to lights & outlets to appliances and GFI to WH D Range D HVAC 150=2/0 200=4/0 in 2" Conduit CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PE5G. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CHI CHIMES (OPTIONAL) 1-9 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH C. J ROUGH -IN FOR OPT. CEILING FAN � CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR CG J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I I I I I I I I I I I I I I I I I I I I I I IN ATTIC SPACE I SWITCH & LIGH1 I I I 1 I BEDROOM 5 1 \ \ /% ROUGH -IN FOR \\ OPT. CLG. FAN/ X., LIGHT PRE-WIRE1 \\\ 6/ \ \ I S.D. I I I BEDROOM 4 1 -; -- - \ ROUGH -IN FOR ; \\ � OPT. CLG. FAN/ LIGHT PRE -WIRE \ 1 I / S.D. 2 ,I '�\\\ BELOW � — — — — — — — — — — — — S.D. / ---- // ROUGH -IN FOR OPT. CLG. FAN/ ---7— /// LIGHT PRE -WIRE / -- / --- — I A// ROUGH -IN FOR LOFT OPT. CLG. FAN/ / _ _ _ _1 I / // LIGH(T�PRE-WIIRI�/ I \' 121 61 C.0 . BEDROOM 6 I I I 1 I I 1 I I SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" 0 0 a>' CD � ti g g CL -to _.cc V � La - cc ® i W % G •a>i :v 15 i c ad sa fA tZ � c E ' Es, M CV 0 N v- ��tiApa .IV ati lJ ��J s cif i'JO7870 L r, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v E 501 N 0 8 Noo 0 � � 00 oo to # u- N terra L Lu N Q �o a. a wa JLLu- (0 0 Z ,n 13 0 Z L N V he c � w"o LU 0 U) T - ¢ z W I= z LL IL o.W to M Z U O 1=— Z N O 0 0 N � r V) cNi co � � o -J cr9 w Uco N LU w �N l�l i ERif= o rn Q5 ® 0 o M o' w z 4 r.l.- co E Z O oo > M ¢� E 0 E: U z H rt) mo �o O a E G p K CD¢o C. t az o �z wz in O C: zz oU mo m J ¢a 0< z z z Jo T 3 o< az NF m QO F~ Mill M N a ti Cc) •0 i LO L rn Q 00 co 0 c j V) � T � r / m — L i 1 r <C O M I M N O MN LO M It r r cD Y C i1i E c o Z m Z E O N E U 0 c a ¢ p -°tJ JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.2 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area maybe reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. ATTIC "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT, • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) /9 =(Linear Ft. of Deck -Air Needed) I � I I 1 O i d I J � , cN 12'-0" RIDGE VENT 0 J T I to RIDGE N T LO LU i a O CO i �!! 4'-0" ROOF VENT �—, r Z p I :12� SLOPE I I O S O SOP 5: o I ZONE-2 5:12 SLOP I Uj I ATTIC SPACE L , �, J i ZONE-1 �. 17 SQ. FT. i ATTIC SPACE I ZONE-3 u i 733 SQ. FT. ATTIC SPACE I 4'-0" ROOF VENT I I I 1552 SQ. FT. I z o I LU I a o I I LLJ W o t\ IL O lJ.l o w i T I I I i I i ROOF PLAN - ELEV-Al- SCALE: %4"=l'-0" ATTIC VENTILATION CALCULATIONS - Al Tr ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ: FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. f o of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation 'vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilatorsCIA Main 0 2 Floor 733 704 101 352 25 176 276.0 0.0 275.0I (Zone 1) Main 0 0 Floor 17 16 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 *.NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 3 J Q r2 rh 1.0 O J a) O 1 N a 00 M V7 r� 0 1.0 O O O C/7 O H Q N'J O a H N E 0 x 0 C C J O v 0 J O N N rh 0 16 a rrs 0 a� 0 0 9 0 +ate as 0 o r m m 0 v d s c � o a v y M N O N a i'i F • li f . ^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d' E '0 N O M UU c, m d' � y N fA � LL li N tgtir--° k w N 6cNov � w or a Q J 3 J M M LO c Cr O .a CID 0 N 0 I N S a co M M L0 LO cn 0 J N O M i LO 0 0 0 3 H 6 N N 0 a N E O S C N d O v 0 a> LLL N O N 0 CL N N d\- ti 0 U W 0 m C c v T-2" TYP @ 1 -4" STORY A S3 I H.B. 18'-4" 1E STOORY FOOTING FOOTING 2- STORY' -2" 5'-4" 4'-2" 'B" �. 5'-11" 4'-5e" , 1 TYP @ 2 STORY J S6 -5" 2' 1 , AD AD ( 20'-10" 5'-O" ; ; I � II t �= TUB - - ■; \ o \\ \\ \ \ \ \ TYP@ 2 STORY I } 94.8T I \ TYP @ 2 STORY o M \ \\ \\ \ I \ - 04 I_ J J r> S6 OP IHVACCHASE BASED ON \\\ \ \ } \ \ LOCATION ` \ I \\� SHOWER PLUMBING {I1:•••••• o T ih \ \\\ \ Cam\IFOR ----...... LINETC( \ j ^SECOND• STUB UP TO 1 I} 1. — - - - GJ - -'7 -�-- CJ M INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ FLOOR • : _ \ \ND FLOOR I t` I— (1) #5 REBAR VERT ABOVE SLAB TYP \ \ A/C I Cn; tPROVIDE Y2' @ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE \ ` III r I ' x 9 %2 "C,.) RECESS SLAB "GRADE 40 STEEL" '.'.'.'.'.'.'......'.'.'.'.'.'.'.'.'.'.' \\ \ ' ' ! L W C�J FOR FRT. J. .......... ._. DOOR I •. 22'-10" 1'-3" V-8" I 18'-4" 5,- ., T-O" „ 2.-8" 5'-4„ v 2'-6" x 2'-6" x 1'-0" J TYP. Cl) I W/ (3) #5's E.W. 21'-6" 8'-5" T-10" S3 TOP OF CONC./ 118- L I PAVER TO BE 4" 2 STORY SLOPE 94.54' S3 2'-6" x 2'-6" x 1'-0" BELOW FIN. FLR. W/ (3) #5's E.W. 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. I I o -I-CJ I I I SIM. W o 2 I III _ I STEP CC ;•, KITCHEN 1 11 I ��jo 1 S3 (2) #5 REBAR 3-1/2" MIN 3000 PSI CONC. SLAB FOR I ISLAND LOW VERTICALS w/ r, HERNANDO COUNTY ONLY WALLS I II I -�IIZ I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ILI � JIh I -o r= _ �I `y \ in FILLED CELL I MIL VISQUEEN VAPOR BARRIER -�, A o aI o ■ . I I CHASE TO I ID.W. I I III II �\ '- ISLAND I • CC ^ rn A S3 TYP @ 1 12'-6" x 2'-6" x 1'-0" j 2'-6" x 2'-6" x V-0" I W/ (3) #5's E.W. I I W/ (3) #5's E.W. SW J S3 S3 STORY I 2 STORY - - - - -� - - - - - - -�-- - - o r — ■: t CJ -- PROVIDE 1 Y" RECESS TYP @ OPT FOR SGD. REFER TO 94.8T -{- CJ T-0"x8'-O" ICONC. TSORY REF I I) I MASON'S SLOPE FOR - WIDTH S _f1-----.� ::: &94.58' 1 SLOPE? &94.4V 94,54' S6 BUILDER TO PROVIDE iy o _ APPLIANCE PROTECTION � � 11. / ' 0" Imo— - SW `r WHEN REQUIRED PER FBC 18'-4" 4'-6" T-4" T-8" 20'-7" I 2 -6 I ISLOPE L S3 I ----��----�::. �, S3 i?N (2)#5REBAR ■ I D II I W 1 I: • N VERTICALS w/ in VERIFY LOCATION FILLED CELL — . . . r . . . . . . . FOUNDATION PLAN - ELEV-Al. 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN wz Uj C a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ! �—#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY ° #5 X 25" X 25" CORNER BAR ONE FOR EA. ` ,' HORIZ. REBAR, TYP. • U. N.O. -Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" _ N N Vi y C7 � � d � CC c M m. � •� ICD1. C17 �., cm = E o 0 L CJ M N O _N N2 y 3 i i i ICCE ;ttf, ��.•�.� ,i} I._L: F,% N o 8 TT6 _� as r �/Z j` 11 E 0 oa! „ t.° << C za >a �;r � 1 a C Ci y.•4 s.;iaSi$= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 E US J C � � > � oo y * LL " M Cv LL C- d a M ALL Z Z (0 C a1 S 0 O N O 0 O w m J Cg W n m J0Z LL 00 Z�0 69 N M z U O gyp. Vz F=- �i ❑❑❑ W (r) rl/ N c^� 00 (0 � o � d an z U- �N a U 0 VN L o w wo r U o � CD ® 0 �m r_ o �_ J W J o� Z n3 zo -o Z Q, _ E O t— �O .0 p E a 6 `c u a o <0 W W J cn c¢ o m� o° Z ¢w 8 �w g00 � y a m 2 to zIa� ¢ y �— r / w O / — W F CID 0 :3 t LO J U � *M— U) o a N W m - LO r to ate-+ 0 N c) 1 c_}0 cV O tV IL N .Q M � mt *" w M M W M o Z m Z E O 6i N fd E C tl U J Q JOB NO: 23-02469 SCALE : AS NOTED SHEEP' NO. 6 ,/—EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" _ O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" v+ 3 Q N M L0 42 v C Cn/ .o 00 J rn v 0 1 N J a ra CV M L0 2 v r!/) 00 0 J Q0 N 0 I N LO L Cn Q c 3� Fv-- rh 0 0 a v N N E 0 x a 0 U J N r N N to 0 0 N N M N 0 U W m 0 RS H ENGINEERED W ND PRESSURES AND OSUCTIONOF S FOR MEAN ROOF GN ALLOWABLE OHEIGHT :5 5 ftMPONENTS ND JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 f 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or 1V32' EXP. 1 (3 16) TILE: 1V32" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32% SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 1 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 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 114" x 3" SIDS 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT- M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F I w! ) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 T, w/02 A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CN CU CO LAJ x CONT LEDGER co 0 11E3 E13 Ln Lim all l C:00 ) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV—Al_ a N N -vm� N � CL. fCO 3 as o a> c .� a� i y O H � E 0 0 a r, o` M 0 N M 0 / r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q gt E yOj N � O N N � H rnM�a u; a j LL 3 M rh L0 V)) r J rn ca LO N O I N Q cC t� L0 L v c� Q O CAD J N 0 I N L0 V N O .0 3 H Q M 0 ca C N E x 0 0 v 0 a� Lam. tip. CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 ENGINEERED CLADDING WIND PRESSURES ANDSUCTIONSFOR MEAN ROOFOHEIGHTNT 5 ftND RSH AND SPEED (ULTIMATE) 140.0 MPH ✓IND 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) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 131 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: %6" EXP. 1 CY16) or 15/2' EXP. 1 (3�'16) TILE: %2' EXP. 1 (33/16) 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'%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. Oku,/A CONNECTOR M SYP II T SPF FASTENERS CONNECTOR umrm,,l l FASTENERS SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 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 - 1Od 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE - (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1 1090 1 1 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY BARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 rA)- w/0F2 - STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 64' 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. Cj 14 A 04 co Cl— LA- X CONT LEDGER (D CD cu W CD 0 C:4 LO 00 ) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" a+y LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY BARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (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 rA)- w/0F2 - STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 64' 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. Cj 14 A 04 co Cl— LA- X CONT LEDGER (D CD cu W CD 0 C:4 LO 00 ) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" a+y N 0 N ' ar d x C') a a c� 0 M N 0 N M 0 ems' No R—':,7 � Rv' zk Q �da@23b1"s�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 - 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 ao � E � N � N O •? � 00 N � LL LL M �rNi0° � � _ a a v c -j JLLIt 01 'o T3 Q to M ro r 42 v Q SO a) CID I N Q M 0 a Q 0 N O N 0 L O c 3 Q M O i d iu 0 x c CL 0 v J a> L� N N n im 0 0 IL N M ai 0 0 U W .eZ[ X m (n 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, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / `O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS •i," : ,r: = . ; . ; FORM & GROUT SOLID :• 0 O = 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T �. �� ;o W O © © 0• O O, O r U • 0 O 10 0 J5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-OB/1T 8F16-1B/17 8F12-1B/1T Ll 8F20-0B/1T © "V" LINTEL DETAIL .W.'.I-=1 IOW". .I21 - SCALE = N.T.S. MEN an M i � 0 I 1 00100 on so on 10 Onis 00 so lIll mli 0 on 00 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY - w 8 F1 6 B/1 T Q z - No tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5REBAR MIN. ATTOP (1) REQ'D '12' CLEAR ALTERNATE POWERS STEEL LINTEL d n e 0 w G ,M.U. _ #5 REBAR AT TOP •' • i GROUT MIN. (1)REQ'D'" 1-1/2"CLEAR e A d d c r, _3 Cl O ¢ m 5 REBAR AT _'n � w - O BOTTOM OF a z L LOU o LINTEL CAVITY Lu X w -BOTTOM C) it O O F- - REINFORCING PROVIDED IN LINTEL C ¢ (7 z LL ci w n F QO ` #5 REBAR AT BOTTOty 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) U) Cr IL AS INDICATED MATERIALS 16 GAUGE POWERS cT-frpre�Entels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi, 3. grouted per ASTM C476 fg = 3000 psi wt 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. 7/32 wire per ASTM A510, 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 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 cementittuos 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) UPLIFT CONNECTOR TYPICAL (SEE PLAN) - %z HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 90° HOOK W/ MIN. 25" LAP SPLICE ON EA. END - PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH / STANDARD 90 TOP OF WALL- � / DEGREE HOOK REBAR BOTH SIDES .y OF OPENING U.N.O. 12"OR LESS SEE FOUNDATION PLAN FOR FOOTING REQUIREMENTS IIS24 SHEAR FRAME @ SCALE: 3/8" = V-0" REVISION 10-19-16 "-PROVIDE 3"x3" HOLE' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF 'Ir THROUGH AS REQ'D.:' REBAR BOTH SIDES OF nPFNINA I I N n •'•.1•�: INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING -TYP. CONT. BOND BEAM 8" x 8" x 16" K.O, LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR 8"x8"x16" CMU U.N.O. TYP.. DOWEL 25" MIN LAP (ACI530) SEE FOUNDATION PLAN FOR LOCATION SINGLE OR MULTIPLE WINDOWS 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 11 O 4'-6" LL OE 4'-2" LL O 4'-2" LL LINTEL PLAN - ELEV-Al �4 c N cj w m� U M ,Q'Mq dam 'CD a fi �f,_;r cc 4 N O N O 99 dj3/ I!a P'r_ 7-0 ST %'N To the best of the ;Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. y V O p N N N pad N 6) �p O != 0 y Lo J y 0 °° 0 4b L � f� M Lu V ut 0.d a u: a Y C) LL Z_J Z c°� $z 0 o t o O o M 1% Y._ 70 W Z 00 N Z OC OU = L) ILrn Z w M N U H O ❑E3❑ Z III M C) N M o C, aN � o Q CIA E3 M - m Lu ID �0 0 ,:a o V) y a U C-) d c J r 8 oil60t i C3 0 N 0 o w m M � � z G ca E E v �o w� ¢N oa I� !13 '0 .o p E a_ oa az o< Wz d {- po aW c� o �a O U m o o� Z m mm ¢w <" 8� �Z go cn ao a N m o w �o Zr a zl ¢ 'S .° T TOU Z L LO(�0 00 G � T Cr 1LO� Y U a+ ,- U)9 aai N Im m L0 � T O W co 0) N o CN cV M -0� It L0 M Q T T co ai E w CV) c o Z @ Z (N E O N IL U � q .10B NO: 23-02469 SCALE : AS NOTED SHEET NO. 8 3 e N ro 0 b r N O M M L0 cn 0 N 0 I 00 N L0 L0 V v No- 0 c 0 3 M 0 n E 0 x `v c c J off_' c 0 v 0 J a� iZ N N M 0 0 a r+J 0 M 0 U W 0 v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. IN IN AN INDIVIDUAL FIXED R OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS 6. GLAZING, U 0 WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM)ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3, 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318.14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1, 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF2x4 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: 10PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2, 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD ATTIC W/O LIMITED STORAGE): 10 PSF NON -CONCURRENT 0 ( ) S ( ) 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 ASIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. . 3.4. 2 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4, WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1, 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.' 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 42. CONCRETE: 4, 2. 1. CONCRETE TYPE MIN, 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.3 4.4. H&i 4.7 4.8. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 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 WI 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. STRUCTURAL LUMBER: T 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 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'S 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 PLANSU.N.O.ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS . . E S 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. 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) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7, 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 includingg all risers and spray heads shall not be installed within 1'-0" of the building side wall 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318,1.1 - Initial treatment shall be done after all excavation and backf[II is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cgrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. H N c ;w v c7 ry o Q N c CZ) 0 a CD y c-0 c � ev 0- v 0 M N N M 0 D 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a C E S N 00 (8 0 10 C,00 N ' LL �Oap� 'LL w to a �mvw°:a ca ¢ Z Z Z J 0 o O W o (D m J m W Z Co 0 Z w Z G M U H o d Z ❑ ❑❑ W M fa M �- N (") _. 0 0 Go � N ti N M o OLLJLn o �.. 0 y {.q J all _ E 6 8 L p�q v O y 461 0 14 o w fCIO'M M Q p Z z <u E g <� >� 8 oLL z© Co -0 ® E of to o< az i in `z Y mo DE >z m <Z ¢� o< z ao c8 a m 4 ¢ ~ K M zla d O r _ LO '^ Y , m _ Q cc 0 F- 00 co 0 Ln LO C r Y Cn m LO T �1 0 N c) N CD co N ILL I Cif CM fi L0 CM M M ai E 00 0 Z co Z E Q cc E U a a= c a JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH --, l— WALL SHEATHING 16GAx1-1\2" LONG (3/4"-V CROWN) S' f.:: STAPLES@ 6" O.C. VERT BETWEEN MAX I . 16GAx1-1/2 LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I v A CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS`—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" < = STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o �j o O f. N ZO • 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 R 3 1 d TOENAIL O 0 O 6 S * 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 Series Thickness Filler Block Thickness 3/4" or 5000s 1.8/1.7 panels wood p 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 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x— lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° r 1/8" gap FILL CELL STD, 90° HOOK F BOND BEAM 7�t a CONT. #5 STD. 900 BAR HOOK BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOVt FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. Clinch nails �— when possible 1) Support back of web during nailing to prevent damage to web -flange connection. f� 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 616d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or -Hangers with side nailing. max. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Use 3" (1od) nails at 6" o.c. Load bearing walls Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 7� r- 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A (WHEN e REQUIRED) w/ (18) 10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS Plumbing META12 TSS INSTALLATION / HTS INSTALLATION beam below LLl d bearing wall must stack over * over squash be blocks and ing and wall or beam below. Non -stacking walls * require additional wall or beam below.* Joist consideration. Check n joists meet over wall, provide local building code for appropriate " minimum bearing for each. kJoist can be offset details in1--or--20 One 10d box up to 3" to avoid areas=20 of high sinker vertical plumbing lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —1 DO NOT cut, notch or drill flanges Q�/ Provide adequate bearing - for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6,r A 1Y" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES AINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" 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. %" 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. 3max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =1 I I=1 i 1=1 11=1 I I= Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a" .. • ° FOUNDATION INFO STEM FOUNDATION 1 1-GRADE f— REINF. SEE PLAN \\ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I" I e� I -JOISTS BUCKETS N.T.S. Joist hanger GRADE NU I-nHot 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION f a a 4 ° a 1TI ICI l i=i l d a' a 1=11=_i i t .111=1 I i�l—� • � ° ��III�iI� I :,IIII�I l�llII ; '�— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE PENETRATION CENTERED @ PIPEPLUMBING LINE d .d a a • 4° e Z 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 c a aa. A. 4 a< ,III,,l.Il II�II `� 4 4 I-iil ill[, lllill l a �IjllliJil- SEE FND. PLN. SIZE & REINF. 0 c co W v v 2 p a Q a)CL � 3' a m c� cr .2 0 M 0 N M O y E•,�sv a J� No p /Y To the best of the IEngineer'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. B CS E 0 0 V N 1- Co O' 0) C " co °k "- u_ :3 0 _N � M�� LL ul d d a ir: aw. C7 J a LL z �_� 0o 0 Q:0 _ e� o 0 Q 'N to G] :D cc W. W I� � (f) J Z z r g 0 Lu COLL 0 Z r=-• o < Z aoo W (, O C CO c N N M �-, o _ ,ee 12 'V U 0 NIn g w N A af oilc E 3 3 z � � a .I ) CLI d < N (� o w M M J z 4z z Sy zo Q - I_L. E (p z o o } ro z ry a O E 0 z z© oa cu H 05 o o a o CADQz t< wz I o ¢ in �C ¢z osr � m0 m Nm az OC� 4 UJJ =� �W M O 0 dill a z< ° ;° r LO rn ca ca r�LO Q 00 co G � T LO CrY �• a W m LO s— Cn <I O fn M 0) co N CD NLL- N CA � LO MLO Q `' r M ai w cM o Z z E o ;= y(D E n ci. ¢ n °; JOB 0 NO . 2 -0246 3 9 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903,2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES 5/8" OR 1/2" HIGH 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 �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)/_ 4WWF OR FIBERMESH MOISTURE BARRIER D n SHINGLE ROOF, SHINGLES TO d ° BE IN ACCORDANCE w/ ASTM -) ] I=I I '-1 I I —III —I I I I ° I III—III—li I=' r D7158-CLASS G or H, or ASTM II �LI (�—� D ♦=I I i-11I I I=1 ` D3161-CLASS F, IN I_I — — I , I ACCORDANCE w/ TABLE " R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) ITP RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rG G ELEV. VARIES SEE TYP, WALL SECTION SCALE: 3/4"=V-0" S3 T�1 -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.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W "FIBERMESH" NOTE:EXTEND "FDECO FINISH 4" to 6" ^FIBERSH" WWF OR BELOW GRADE c M Tl�—III—I I ° D I °° z* D 0 6 MIL VAPOR I D ��I111 BARRIER C COMP. SOIL.I (COMPACTED TO 95% I I I I11I 1 MODIFIED PROCTOR ASTM D1557) 3" MIN, CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS `r' z _' G I 1=1}I Zi ITI 1I1=1 SEE A/S3 OR J/S6 I —1 I I m, FOR REINF. INFO. 3" MIN, CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ' (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0 7)"r 7PF 7/17 5/8"OR 1/2" HIGH STRENGTH //7 `-5/$TRUSS BOTTOM CHORD OR 2x4 #2 SPF „OR 1!2 HIGH STRENGTH '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ GBLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ARA .) (OR /e GYP. TYPE X EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOMM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P,F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0- (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3l16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV, 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" Zx P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C,) 2 " � ATTACHMENTS 2 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-31/2" ,gK z 31/2" MIN. 31/2" MIN. A.F.F. p ILL Af b' _ b — — r• t ^131/2"(min.)- 4 -31/2"(min.) N - D ° I —I I I —Illy 31/2"(min. - 4" I � I-1 I I ° • —1T1 �I1=� I_ 31/2"(min,) . 4° (2) #5 CONT.I I 4„ 1,4„ $„ (2) #5 CONT. 4„ Tyr' 4,11 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPI C "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 coN" 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING QGIB-" 5 "� 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY/ ccN 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 81, C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1U-0, " (R302.11) 1/2 GYP. WB (MIN.) @GARAGE ADDITIONAL INFORMATION SEE CC/S3 OR C„ LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w! (10) G/S3 FOR ANCHOR o o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8' x 10 'J' BOLT @ 24 O/C W/ 2' X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM 6 x 6 W1.4 xW1.4 W/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR I- r r- 2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH �, E TYP. c PER MFR INSTRUCTIONS o ASSUMED FINISHED #3 OR #4 REINFORCING BAR D D GRADE 40 MIN. Fy= 40ksi a GRADE N z_ #3 & #4 LAP SPLICE z M ° FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ¢ m b D _ o iT-T TTf I —I I TTf TI I= MONO OR STEMWALL — — — — _ _ —=Tim fT FOOTING MONO SHOWN —T — 11 — — 00 „ Uj FOR CLARITY _ O0 6 MIL VAPOR BARRIER i i I LU o e ° I I —I I —I I — r — — —I �I I l l l I f-1 I i� TTII--ICI, N z #5 REINFORCING BAR 7/8 R 1 -�- v z I — — — — — III III T� I I TI f I T� - ' I I I • a Tii-Tl i--T�=f #5 LAP SPLICE (2) #5 CONT. NOTE: I I D I I I i I —I i�I I I_I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS „ *FOR BEARING WALL - _ -: r COMP, SOIL. (COMPACTED TO _ W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM ' = I = =E - I1=I==T�1, 1p° (TYP.) 8 1-4 8 D1557) = r r f1 1TI �Il�ll1,11 f�� l . t 4" 1'-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK I _ ' TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ' I'v GRADE 00 _ — — — C• #5 REBAR w/ OPT. ' �I 11=1 11=1TI= I= I �I I [= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS _ N ' CO lit III, 'IT 1.111 01F, 60 I 'I I III I •.y �,..... 1-11TI SEE A/s3 OR Jls6 I Il l I I I_„I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. DOTING E REBAR DETAILS F WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0I" S3 P.T. 2x 1/2" GYP. BD, 201HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALP INTERIOR : t e a.. a. -31_ /2"- h CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d e 00 N Ti=iTl= _ M 6 MIL VAPOR �_� BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS °�N ° AT 24" O.C. MAX. x „ CONNECTION INFO SEE PLAN FOR % . & LAYOUT DESIGN M a • —� TOP OF BEAM - -- a ° IT_I„T N T SEE ROOF PLAN FOR STRUCTURAL :� o. G I F a �,�- �-TT� TI I `�' 'f (2) HTS20 _ . rLT� 41 BEAM SIZE & I I 1 I CONNECTION INFO T 8 = ' 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 Cr SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE rM o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. U SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1l2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS .9 TO FOUNDATION PAD E, - INSULATION PER CHART z O SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `-�" ' ON FLOOR PLAN w � SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT a w w/ MIN. (2) #5 VERTICALS 00 K GRADE � � FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c7LU • "- WWF OR FIBERMESH co � w a aww v ° BRICK PAVERS or SLAB PER p _ _�� • • • •. z _ = z a �— 0'-0" FIN. FLR, COMMUNITY SPECS 11 - _ `�' g w FOOTING — v BEYOND fLl , I_�L—n-i' I ti ...• . : °:. PAD REINFORCEMENT ` - - 3" MIN. CLEARANCE .'• D , ' o ..---- ----- `` `` %000 o`%: o`.SEE SCHEDULE CON C. PAD INFO. INTERIOR . NON -BR... , , tD1 PATIO. d O QO _ e� N 3: 1:; v _� 3 � � N C=) �C=2 -,, ca c. w M cli o. C,�C E A ivo R- m, S7. l 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 seal. W `rE 0 M N a M Si 0 � m 0 '3 lf) W N , vi 04 0 LL d ii Co LL W U t9 -' o 0 Z = �c o ywo x o W r°�pz Z_ IL W co N z ¢ OU = M 1 c� Q U tq F z 00 ❑ U" W M n 7 N M 0 z � S ,n N n 0 cn U 0 J allip E s u o d N 440 o M Z A o Sz Z Q l.L co Z E oo as v_ o U wz z on co — E cQ oa �� az az �' c ❑ m 0 0& 01 m6; Z. 8 <1z O 1 Qo U az m O _ wa 0Ir a0 ej N o r > J LO ai 01 c Q 0 00 co 0 c j LO L0 m m LO 0 co 0) N_ � CM LO LO M 0. r M ai E w 00 M O Z z 0 t� ID JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 Q co M L0 0 v tCr 0 0 J a I N J Q co M M LO LO 0 Cn 39 0 J co N 0 I N LO LO L cn 0 3 a M 0 i o. 0 0 _ J a 0 v U J N N M 0 0 a N N r-0 6 0 tz im m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY " UM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + +I','I STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT ::/ 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN ct EXTERIOR -OUT WALL WALL CLEAN A SCALE: N.T.S. S4, 7 5/8" 8" 7 5/8 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 1 V DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a d a a a 8" STD: 90 HOOK 8" LINTEL BEAM W! (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IT NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION Y4 .." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR -------------- MOUNTING BASE DETAIL SCALE: N.T.S. 4a a SCALE: N.T.S. a g a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�1 SFFp qNw 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: J-BOLT TRACK BRACKET FOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 '­—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP: 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 CRICKET AS OCKING W/ 2-16d TOE NAILS FBL 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) Q O/C FIELD 2x TOP PLATE V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4"' EMBEDMENTL O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1Od @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF: 48„SPLICE STAGGERED Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. c A F= 2240 LBS Jam+ SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) (5645# SPF) I (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /' 2X BLOCKING I � 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " \ELI I I 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 J(D • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06,24.22 SCALE: N.T.S. 0 N 00 = z uU Q o�= Qh = �j _ V eM�e = >< Lj-� CC z- � Q CV W d „ _= 3 3 d Cj = E o a U M N 0 N v M o 9A;99'�5&S3i7„6�. N% N' G�v.E N No , -0 S7 OF � ✓1 �- R Z � W: 'p tt% ... (,;gad timOEkf'� 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 I. a o E S N Q 7�W a, N NMuj v u a. a Q d LL z u_ z J z 8 o _ oYo 0 0 W 7Ez:�t6N (_O coEu Q a m Gz 0 z N M U u F U ❑❑❑ Z W og Q-- N N M u- c Q �N 0 ML LU m U 0 o 25 r.-- U q go F — E R 8 s ml =1 t, .,y,*1 c) o N 0 ®® • sm r- o w M M J Z O Z Z Q 'A I(O 4 U_z E Q p co u o oO >" 4N zo aZ. �. o1. 00 — Q o E o %0 z ° °z �Z ro H w o w z C Qo 3. O U m� o° O Z F z m m 4 S i w zZ <° C w� <o m �a a z o wa ;o 10 1< a 0;� d T Z LO rn N M /'\ Q 0 H 00 r � � r _ v CD m m 2 L0 T '� U) 0 M 04 O C�oI .0 LL di CM -0N LO M Q r r M CM ui w M 00 o Z f6 Z E O N N ca o' d U Q —� JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 v+ a N M LO O a 00 co rn 0 I N Q �D rh LO v Q 0 0 M co I N LO LO _ En O Cr a C1 O4 Ca G rn a> E x `v J i c 0 v 0 J N t� M O M 0 5 a N N M N S U W 0 m v SIMPSON HGAMV 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. 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w! UNSUPPORTED, IF >9" SEE 10/S5 MAX 9" SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SCHEDULE FOR SHESEE STRUCTURAL ATES THING NG DETAIL IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. 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 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) X SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 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. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1!2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dxl 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" rT� GABLE WEB SECTION 2 WEB., USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 _ r X-BRACING, AND TOP r Cl) co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� 00 `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS -WOOD TRUSSES � 00 2"x4" CROSS BRACE APPROX. 8" FROM vx -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (@ TOE TRUSS SPANS EA NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE . (2) 16d NAILS -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ (D - 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w! (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1!4" DIA. x 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 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL L) EXT. WALL CONN. P 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCK@ 4" 0/CTEN WITH �2� 12dOT0ENAILSCKING /NON -LOAD BEARIG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) a SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g — ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ CROSS BRACING DETAIL S5 12 6.9 MAX. IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. S5 GABLE END BRACING DETAIL GABLE TRUSS 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. CJ�S L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N,T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP lW "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. �S�5 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)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) OCC I i r-. VVMLL OCIJ I IVIV f Vr, 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" S-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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS -VVIV I. DGFIRIIV7 - `- GABLE END BRACING DETAIL SCALE:3/4"=1'•0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU Q 1:3 0 d ✓9C� CORNERJACK Y Q L1 z 0 U HIP FRAMING REFERENCE PLAN e 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 REQUIRED 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 N 00 0 LU a� Q e.)Q N CO -= Z ac Q N m �aaa y E dog a,,._M .2 r s ra CD 0 N •No P'E7S750 K S1 OF •=Cr/ t1 •. rt4.. 0% To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q o O N V N .0IV rp C> 0 co �rNiva2S2S fq a LL a a a Y J LL U- 2 & 55 Z Z 0o s�o m rp r fD J 0] 0�q, 0 z W Z M o 3 o w N M Z 6 0 a I=- U Z O ❑❑❑ W N (7 0 O Q � 0- � I cn � o LL 4-1 Ci7 ® a V 0 Ln Ln o L3J J NEI Eg Or> w mom < ®0 N 0 � w C'"� M U- z O z z Q LI- o 11 z S Z0 Eca v o� wz oa H r0 go 0o O C ¢ do oo 4 �z C o S m 0 o z K > U o w o< zz o 5 � U3 aC. oar az nw OO oz �3 b_ w > a d- za 0� T 2 > d- J LO LO °' Q c� LZ 00 co LO m U-) T j U) U) co 0) I co N O LL N C3� M LO Ln M r r M ai E w 00 co o cu z E O N cc a E C 0 -1 ¢ o � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE INSULATION P CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER. PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE' X"@ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & T 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHE TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J w PLYWOOD SHEATHING N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 F-5-0 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _w LAYER 1/8" THICK. Pw v —INSULATION PER CHART ON FLOOR PLAN (�B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d 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" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- / *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL Ux 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 XE 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 BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"1 INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. �- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 012 ROWS STAGGERED d N .a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN M ' Kil FLOOR TRUSS ° — — Ir-LTr °F SEE FRAMING 6x6 W1.4xW1,4 III T= I I a ' .'a ° d .° III=�=III I I- _ T • ' WEEP SCREED I I r_��I I I a'— �_ o z PLAN * INSTALLED PER MANUF. WWF OR FIBERMESH =1 II¢I I I III —I � 1--I MI 8- I I —I I I=I I_ 71•f-- SIMPSON HETA20 w/ (8)10dx1 1/2" I. 21 CROSS BRACE @48 O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS I I , III —III , ,III-11 I STD. 90°HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR —"'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION J SEE DETAIL MORE INFORMAMA FORTION REV.03,16.21 SCALE:3/4"=1'-0° S6 2ND FLOOR FRAME CONNECTION RIII PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED U INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 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" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �I I II I 1=' �° a• e• =r .,Ae— 111=,1 I —I I I —I I I —I 11=1I I —I (3) #5 CONT. ON 3" 1Tf—I 1--- III— I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ("I S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0° S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB --U. EXPOSURE II SHEATHING PROVIDE x BLOCKING AS REQUIRED PERA, D 0 SECTION X-X IF Lu NOT FULL HEIGHT SHEET C rn z C�� L M M SYST fGFLOOR (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI - F SHEATHING w F1SOLID x 2x 0 C BLOCKING @ ALL n C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a0 C x w a. xLu E � 2x STUDS w BEYOND. w SEE PLAN O N \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM InInr I rr r%in-rr^kr nrnnnnne NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S v2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X S�cFA�q%L N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O w JOINTS TO ALLOW FOR EXPANSION. FASTENERS. SHALL NOT PENETRATE SURFACE MORE THANy". r 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C)© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL U_ = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w a) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL J w l- O X PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > C 0 in w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ x 00U) (n i- 00 LL © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL z N w O ILL 0 F- MEMBER IF GABLE END tr C a NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1 31 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE OAFNti��0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON ALLY @ INTERVALS NOT EXCEEDING 10-4' (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C °, . i a e• M -III—I I I_I I I—.—_ I _ d " I_I I I —III I I ..A , l _I (3) # 5 REBAR ON 3" CHAIR ---4" 1 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / W! HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4-4(2) 3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. N Q � o w a Q — sir v c"Ca- cc ® " y Z7 .0 ,.i 2 d N fU c 'j25 3 CO '0 no L C d CM C. U i 0 M N 0 N g��4aa��k''Qe id O P1 LCb'Ify,p e�; AV a No P. -Ta Jon° ^' f• �.I M t_ r'>0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the at uctural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EQ Q M N N pp � `� v 0C CD J Co 0 � 0) # LL H N 0 LL lL d Co Q m LL ir: J 13 a U) z 0 Y o W 0��� co ¢ m W Co o w Z Co o 04 M Z I IL U N z F= od Z ❑❑❑ W co � N � z o z M z �-1 N cn 4-1 LU U 0 lJd S N � Y N =) � U J Eelief Ep L �r yi1 U z 1fy I, c 1 0 c • ® ® a �w z CID M 0 aQ Z Q U_E ;? a 8 E g o, z z o z® oa as ra Q= MID w0 o E o oQ az Qo o z tm- �Q Qa �� a C:pU mo �LL M J 6 .2 Q Q z �z Z go cn 3 C) o 0§ �Z ¢� dz w m 0 W r �r O MV 5 Oav .N r = LOrn m Q 0 L_ 00 r LO U) •FJ Cn co �i Coo C:) ILL N C� MCLO LO M < '— r to M ai E 2 M c o z M Z 7 f/1 O C a c a U Q 0 � JOB NO : 23-02469 SCALE ; AS NOTED SHEEP NO. S6 (MONO) 3 •v J CO M M L0 I v C 0 0 J 0 I N J N L0 L O rn 0 T ~3 J rn I N L0 L C co 0 Q CL O 3 F, a E H E v J 0 v U J a� t� M 0 0 0 a NN 45 0 U m v SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC, THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6" V VP1LL 2x12 SYP — SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" _� AND 17' 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 TO STRINGERS SYP CUT TO FIT 4RS IN WALL 7,A 2x12 SYPBBEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x6 SYP JDESTURE P LIATTACH ALL COMP 2x4 SYP BLOCKING STAIR TO CONC.AND T NOT HE FOOR WTIH GLUEFOR STRAP TAPCONS @ MA (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2° ATTACOF STAIALL R TO CONCOWE XS 1x4 GLUED AND 2 4" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH GA SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS E--j 2x4 BLOCKING FOR 2x12 SIMPSON A135 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 GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 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 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED � NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: I" = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS i SCALE: V = 1'-0" H ff 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: "' = 1'-0" F F 2x4 STC 2x4 SCALE: 1" = 1'-0" t.! 1 NOTE: 2x8 DRYWALL STOP \NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11 SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR C t 1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 2X STRII 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 L!;j 2X BLOC IRIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" M N o n = m4-oc�v Q. mae H Cc"'c .y tC ® i -= CV H ,...?GC t'a ram. CN w sa .c as w � 3 3 ® m� .."_'' c•M 0 r- 1�,P 0 CJ`�r1 �C�'-� ONO s T61T-50 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a d E o LO O w N N r Vk 0) M Nr- LL w m v a a a c. w a co C7 13 jJ LL O �. Z Co7 L W ,O O O � W _ j toNCO m Q W W 00 Ci Co LL N M Z U O F Z W M M z NCD 00 o E3z A4- L V' LU ® a U g 0 Vl g C' N N F- CJ LfJ J E m r 0 o • N O sm Ado w M M O Z < L,s E ZO o yN a� ii O of z© c0� ?o o E o oa <bwz °o W C� o 4 o 3a ox m O oLL z� Q� �z go r`n o< �N a m O F O v W a 3 zla o r .0LO = LO rn 00 0 c� C =3 L0 L0 r VJ o N N M m L , O V1 U) T Q 0 � CM I c0 04 0 N CV Or) Lfi w M o Z cc Z E O N m E a ai c FL U -j Q 0 JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. ST 3 a to M v fn 0 ca 0 Zi 0 clo 0 I N J a Pi in v7 CN 19 o r 0 J M 0 I N LO rn V 0 3 a M 0 a 9 o L C J 0 U a� E N N M C1 0 a N N M 0 U W 0 m v N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P T. TO PRODUCT APPROVAL FOR CONN. ' 1x4 APPROVAL FOR CONN. , �` 1 X 4 3-1/4 LONG X 3/16 O 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING' (2) ROWS 3/16" x 3-1/2" ' l— FURRING ' TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2' EDGE DIST. APPROVAL FOR CONN. , , 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" O I_I �; ' x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) tOd NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG, PER INSTALLATION DETAILS 1/4" MAX >r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK Z-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4„ MAXEMBEDMENT INTO K.) 1F Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90 HOOK (' ±5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 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 i GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE' 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING"SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED By—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J 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 rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" — I- .D •t, III=ITI—f�- , - GRADE D p t ° I I I=s CN n M P z_ •t. ° Nil; D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN, (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ® DO NOT DO THIS o 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO R AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 40* 2x BAND JOIST W/ FACE NAIL 10d `STD. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) YR.) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® +2 NOTC EB @ FIRST COURSE - SIMPSON HGAMIOKTA @ 12" O.C. `! w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" fHE TITEN INTO K.O. BLOCK !S 40, FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW' CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDERTOVERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT ` FO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER CC�� THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2x OVERN q + + O t FNGTy + + + + + + + + + 2X4 SYPo EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT I IfUV' SEE ELEVATION ' y� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CI-IFFT M AMn 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— - Cr Z O a LL O LU a M U Cn RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a, FOR OVERHANGS BETWEEN OVER 1 1/2" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •° OVERHAN ' a .+ ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" NISH #5 BAR x �. ► ° D. 10 e ° CENTERED W/ g n °s 9 H ° o IN TOP ° _ , KNOCKOUT/ N e ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN a " I ' AND SECTION DETAILS CLEAN FILL .> A. .° DIRT Z A. ° STANDARD o 90' HOOK N #5 BAR IN FILLED CELL • - - I • �� • �� I ♦ / ,6 STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 Ljjl4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T+S. 01.1 N oo Lu > W o U a A G �O G N .z,mx •N N -C 3 3 eo = o •L71., frr Q C `O o o- u M fV O CV i1- 4�a1,i1�i1110!da'' r'> 0 •No Pam' �� 5 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. mm 4 �E 0 S v (a 0 ,�,� � # LL o tN Q J �up 04o LL a a a c a t U In V a u- N — � O 0 z o) 7 r mo it o W ' m 0 W 0 2 1- m - rn c, w z N M Z U O �n i-- o aao z W M c> o� � N � o � N M �-1 _ o 4-1 w 0 o �. �N cD A fOi­ U a Lu J 110 t 8 U 8 N •� N O e o c w M M o < Z Q Q =o g >� zo z© 0 E� 0� zoa z� u,o r; E o< do g< �z L tto Y c <o �r mo h, of a m J .9 ¢ w <� �Z go o � op a �w m ao a< k 3 o w ;o miM o< °� y r = > d; J L v m ,-.LO Q 0 00 r Ln _ //\ U v W /1 m - �/� L1 / U) r Q p 4 M I 04 O MNLO M Q d r r M M E w c o Z Z E O E -o °? C C IL U J Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS 3 M M LO Q 0 J 0 i N M LO 0 39 rn� Q o co J 0 I N LO r0 0 Q gn N 0 E. 0 -15 114 0 U J N 0 a- 0 0 a th 0 0 w 0 m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M MIN. (4) L WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --­-_- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L- 1wu ­1 1 111- IYLV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX 8, EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. _ '—LWOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES WI ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS 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) K PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS —i AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP— SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSLATPFTOPPINFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION — MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR } SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION ENTRY $ SCALE: NTS SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE 7 INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PATE CONNECTION INFO ILI REQ'D ONLY WHEN INDICATED ON BM. 7116" OSB FLITCH PLATE SEE FLOOR PAN FOR SCHEDULE/PAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A OPTION B CONNECTION INFO OPTION C SC EDULDE/P ANM COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER vI-It SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM --- FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 4<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE ►�J 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION a BUMP OUT �39 SCALE: NTS DETAILS &SECTIONS av z' d 4 CU y » O f� a E »- r'� 3 cc CM >CR_ a N Q� m 0 N 3 No 787&U C�•• S T/�,` E C F .° 44.1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W o — 0) N N m 0 �o N ". Q u_ LL d Y (; z Co Z _ ��� 8o 2 o _ O O '(d W 7 N C_O m J Q a m KW Z 0 Z� 0 N P) z 6 O H z Z 6 ❑D❑ W Z N (h _ a g � o � E4 r` M a X {p LU ° V a) O N �, o �NLU � ca MI — _ E o ,. U o • 0 IIIIII o co w m J Z Q O Z a U Q o �o s� >g z© N V wz oa t— rd� �o a E o g, = -2� wQ -Z wZ �W �T C Qom 0U �� i m J Nm aw a ° zz Z g� ci � O4 a m r Qo oLL o w >0 a ct zaT3 T >� J L) .--.LO Q L_ 00 CID CD LO j LO Cr r U) - Lid � T O (n M M a N O cfl -� LL N O M Liz (.0M ai > M 00 o Z fd z E O y ro E U (L _j Q JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D 1 3 v J M M 0 a rn� Q 0 r J rn 0 I N i J M M L0 L0 a _ 0 0 O J N 0 I N 0 O N O O 3 N O a. H E O v 0 0 0 N N M 0 0 a M 0 0 U 0 m v v (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR _ SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 (USE FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION.NJ 2x C 16" O CRIPPLES @ .. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE � ° 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 1Od @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. " :° SURFACE A 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END HEADER SE Q/S4 FOR REQ'D JAMB °G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° '°' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) BELOW. I WOODMSTA3STRAPS w/ O 10d SIMPNAILS WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c FLOOR TRUSS/ I -JOIST SEE PLAN (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN 0°0• o-°o� OF CRIPPLES IF LONGER THAN 8" T P. a. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d CLIPS) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR14 (t) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR ° AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H SILL (MAX. OPENING WIDTH 4 FEET). . SYP U.N.O. WALL 24" O.C. ) @ __... EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" ISSEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER SEE PLAN EXTERIOR HEADERS E F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) FLOOR TRUSSI I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6%" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE F F 2 4 P.T. OPENING LARGER THAN 4 ft 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" NAILS WRAPPED UP AND 2x CRIPPLES 16" O.C. x (2) D BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE @ w/ SIMPSON SP2 10d NAILS AT w/ (6) x PROVIDE BLOCKING w/ (12) .u°.o g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS . NOPS ATD ON SP1 w/ (10) 10d SIMPS BASE NOT REQ'D TO HAVE CONNECTIONS. • " ' ' m *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY.aC� SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. GIRDER 7 IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. '��,qT N� F 2k 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS TB INTERIOR HEADER Q/S4 FOR REQ'D JAMB O O OPENING LARGER THAN 4 ft (2) 2x � 4 8" �` TOP SPLICE tijjN QA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) ° END OF SILL OPENING WIDTH 4 FEET). (MAX.X. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° ° ALT. HEADER ANCHOR IS GREATER 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD K"8 THAN LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO . ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 112" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;' W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N CD .� ca cc- g e cam',, o c N 3 g� Q. c CD 60 t= sa n a U N d-- M O PJ0 P 7875 D• "✓Trda5+`�`� 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, to W vE o a O N U ti N v1 4k O, ci C ft N 0 ooN "u fN CnNC, W a a a m LL LL a w �Z$ Z Z A C V p Y O �9 L o W.0m W o w d Z N M Z V ILLu F=- z � ❑❑❑ W 0o to z o <c n C () o O V)N (n � F— c) LU — — E m $ 0 zIr' L C) 0 N O `0 Q N 0 r_ 0 w M M J Z a Ss � z Q � {•L z o �o > N <� E� p of z© 1 o o E oWz �� O� L a= -z o d ¢ O �< Y W 0 m1 O O , WU < o U W O � Z<o J U C/D,C, W- C, m W j O F~ j �O d Z = 1 w01 N a0i ° 2 r = LO LO f— L 00 j LO LO TM /� U vJ m WLO CO Q� N C-) p N N M � d LO E w CV)o c Z f6 � to E w d U _j Q p J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. D2 v USP LSTA36 STRAPS - EXTERIOR SHEATHING ATTACHED TO FLOOR ATTACHED PER TRUSS/BLOCK OR 2x4 STUDS W/ USP NAILING SCHEDULE RIBBONS SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER 2x CONT. RIBBONS W/ (4) 16d � 2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM GIRDER BELOW @ 16" PROVIDE SOLID BLOCKING O.C. BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS -USP MTW12 EACH FLOOR MIN. (2) 2x6 W/ USP JUS26-21F TRUSS TO 1ST FLOOR WALL EACH END BELOW DOUBLE 2X TOP PLATE 1ST FLOOR STUDS 16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2 SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" CANT. FLOOR TRUSS a@ 2 STORY WALL 41 SCALE: 3/4" = 1'-0" N N LU >LU Cj a »- Q — N _Lj-� •_ N CM J-- M CV 0 CV d' L ¢ff !!!! nn CM i Le .� NO E 87� d ` a SAP s's'i9S�kns To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W cr o p E S a O N V N v N T # rn +�+ '.0(1% J 0 7 � a0 N M o a s Q � �iE rn LL z O Z L V c � O M L Q M LLZ tI) N Z <C �U S �^ N U U) H Vim �U ❑❑❑ W N b O � gN O 4 Q t^1 � v W o � 4-1 cn 0 LU g w. V) c Ljj J dV. < CV OJ � o J w co M M J Z z Z Q LA- E co z o Z o Q p E= U z44 oa o E o co &a o4 � w Y 'Z OZ , � M J U wm ¢w = 8 w ar� z nO Co a 0< az �w r m < 0 �� o ow w > O M O— U� N T' Z LO LO Q H 00 j Ln T crY T *r T U) N M m L LO c) ai � O �I LL N � � M LO M Q r T M ui E 2:1 cM c00Z o Z E O N v a Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D3 - , .. ..,. „ . � ,. , .. ,ar ,, . .w mr ■ r� n r e. nm� _ rr, .rr. r _._ __. ___.___ .___-__-_-_ - - � "'rRfN 71 r r. -o a co LO In 0 V) 0 00 J �a- CV O I N a ca M I'7 rn rn 0 0 0 r CID 0- 0 I N LO L0 Cr C 0 Q 3 r� O i ii 9 4) E 0 c J a 0 C, 0 J L- N N 0 0 N N d 0 v W 0 m Q THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' ° MASONRY WINDOW BUCK s 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 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 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY �J SELF -ADHERED FLASHING a WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE 1 0 2 SEAL TOPS OF JOISTS DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING H (SEE DETAIL WP07)' FLANGE SELF -ADHERED FLASHING[--- SELF -ADHERED FLASHING HALF ROUND WINDOW , ' EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ` in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in Order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps - 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r V1J r711V V SELF -ADHERED FLASHING DECK JOIST I'Lf1Jrl11V V 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN .;LOP-E-- SHEATHING E Q AM C7 1'4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING 3" MIN' DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS /- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i _ = horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - - = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 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 1 CEMT. 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE IFLASHI NSTALL SELF-ADHERED HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND ARELEASE AD ADHESIVE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the VERTICALLY FROM 6 pptype of sealant. Fluid -applied membranes used as 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: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Li Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. SELF -ADHERED FLASHING PATCH / 2 SELF -ADHERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER z rig. w a U) CO w U w IY w 0 to Alt PLASTER STOP CONTINUOUS BACKER J ROD & SEALANT A 14 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) C DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD SEALANT MENTITIOUS FINISH IAL FRAMING AL SHEATHING iAF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing - Metal Flashing - Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all e� a CV c 00 � ores a h O cla- i7 ter, CL - L I.L rLS h =A_ ca ® _ Z p oz 3 L � ' 3 �' c � _ cv'�i O N zi t+�JX5111,'bg cM 0 I,�'. L -1 l s ,� 0% `'Xd�4�t i:bA 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. a) W o M . C ♦, (0 N O m C ? N ml LJ fA in F--[-- -0 LL w Q a m d LL u_ Z J � o 0 Z L M qO 0 1 p Qr. W '_ N C4 m W Q ¢ 00 W 0 M 0 K w �i. o ZIL N co Z 6 O H Z do Z ❑❑❑ W M Q -� Cl) o z o � U) d an r N^ z W - o " a-d u-, LU o 4 IN w Ln Co J Gi69"A F-- - E 2 I _ =O N O N �0 o J< Z M C", J Z ¢ O � Z Z n U_ ® ZO �� >M zo 14 is v o� z z© oa H- B g� 00 a E C O a "< 4 Z Qo.0 -Z �ru -ate C oU o, Z En J Nm Qw 3: Q� �Z go 8 co - 8Q az C a, <o � aW i3 O w zl aT O 6 01, 3 L ! ui m ~ 00 (o O 'L j^j �- LO CD m m m Lf') T � 0 V) (M I 2 N O co LL N L0 -0 Lf') (Y) Q r T cfl M ai Tr 00 M o z Z E O Ncc E a 0 � Q o � JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. W P Mountivig Brackets (10 GaugeP +1(T x 4-1 #2' x 2-121 Back Cross Support (May be CLlt to VV) Right $racket (16 Gauge) mm ' 145elf Drillirtc / Screv'y5 1 x,rr P5 Tgrt A/C Unit Sotiturn Edge e 111urrifie Strap {7yta s is 3 in front) Washers i,cv�it rt� Nuts �t`�tint Cr1a�s 'ap�io del)- i ' is rs (May be cut tow) Left Bracket (16 Gauge) 014 $elf -Ur liflrg Sl revasT hrru Btackeu & Back crossSiinortinterAIC Unit Bottom Side (Typicalt 3 ear h side for hurricane uEe) 'a'usx di. ovac la--c' atuoa auxrs. atx (rnr d.,,a -A. o.xtt )Manz): cIr--v'te Fir .. .eetesf $?mcv uvailstlic upon eagmtit �1itt�iP1!�} Florida Department of Business & Professional Regulation Paget ors Building Codes and Standards 2lerzozl Product Approval_ Application Detail code ra(,}i try or Do"i JNA_ Date Pending 044 TTrpe. Vents]- Manufacturer - Contact Enpineor&License Validated By Validated: submitted FBCAporoval Approve INt. Affirmation 2020 S-1 Vent Products Inc Michael Graham HarmesF Murano P.E: Locke Bowden P.E. 12AS12020 1216ne'20 1228/2020 Approved Category. Structural Components (P7)441-8366 PE-7377a (334)300-i60O SubCategorr- Products entroduceol-a Result of info@smartvent.com New re.hnowgy Compliance Method: Evaluation Report frorna Florida Registered Nchhat ora Uansed Florida Professional Engineer - fukW2-R8iii - Judy Ouallty Assurance - hit Diselsin . Saa# Product Motlel.Nwnber-Name Product Description Cpdract Ezpaatim Da[e in HVHZ Outside HVHZ Rasrstant prissun 1 SmadVent Model#1540,510 Dual Function Flood - and:Ventdation Vent 12/312p23 Yes Yes NIA a100L100 2 SmertVent Md. C540.511 Dual Funpllm Hood and V.ntJI. l.r Vent iZ31/2023 Yes Yes NIA H001- N 3 SmanVent Model#1540-520 Insuated Flood Vent 1213,1223 Yes Yes NA t10klm 4 SmanVent MgNal'#1540.521 Insulated Flaot Ven[ 12/312023 YeS. Yes N/A t106b 1g0 5 SmanVent Madal11540.524 16&qutl; Garage Dmr Flood Vent 127312023 Yes Yes NIA MIA 6 Smadvent Model#1540.570 Wood 001 insulated Flood Vent 121311201 Yes Yes NIA *IW100 SmanVent Model#1540.574 145&qutl: Garage Door Flood Vent I2/31t2023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oil In412D21 Code FAI or 1291 09_ta Date Pndlno cm_e Tygg VerticalManurodurer Content F.radnasr& License Valwidad By Validated Submitted FBC Auoroval Aa-pied St�M ,rg ReNsld. 2029 Drexel Metals. Inc. :Jason Shumate :Zachary R. Priest Locke Bowden P.E. 08/102020 06AD912020 00120r2020 1 On 32020 Approved Cateaary Roofing i5021303-1511 PE-74021 (334) 300-1800 Subcategory: Metal RopBng.. Ishum.I.Ccraxmet :cam Compliance Method: Evaluation Report from -a' Florida Registered Architect or a Licen sect Florida Protesslonal Engineer PL'#1 Y67g•R6Rrodticts •;• ' Ouallly Assurance Approved for Use Approved for Use Impact DeViAl sea# Product Model Number or Name. Product Description. Codraol: Erin nation Date :In HY L' Outside NVHZ e 1 Pressure 1 DrexefMetel Rbpfing systems ONG 10ONS: DMC 150SS;:DMC 1755 DMC.2OOS: 12l3t2025 Yes No NfA t01-160 DMC 5V Florida Department of Business& Professional Regulation Building Codes and Standards ProductApproval Application Detail Page 2 d4 316/2UM gaa EntRv w amaze jet.- Date Pendln. We Toa Varsjon. Manufacturer. Contact. EndneerLicense Licen Validated By Validated Validated -31.0terfluild FBC Aooraval Aoorayad Status Revision 20M Therma-Tru Corporation- Steve.Jaspersm Lyndon F. Schmidt P.E. Ryan J. Mug, P. E. 04/152021 12+3112020 04/22r3021 06/082021 Approved Category. Exterior Daara 1800) 843-7628 PE-43404 (81M 76r-6855 SuloCategorr. 9snnong Exterior Door Assemblies Slaspesonothermatruc Compliance Method: EvNuatton Report hem a.. ora Florida Registered Archlted ora Ucensad Flaring Professional Enon'Oer ,4i'lla 6a-R5 pboduek Quality Assurance Approved for Use Approved for Use Impact Doslon Sao# Rodud Mode6.Numtieror Name Product 0-mcdo6on Cpnlraa6rdratlon Date jq HVf12. outside HVHZ Resistant Pressure 1 e, Tfiertna-TN flue)-ClesaeenO Smooth -Ste, Mandrel aA39-5 9quotlmpac78quot: Opaque 12F312028 No Yes Yes N/A Composite Edge Fberglass Single Door ilnewing(Outswtng: X com ipration) Z b. Therma-Tru Pltex-Classleend Smooth -Star Monhial 5&#39;B Sqult lmpact&quok Opaque 12131a026 No yes Yes NIA Compost. Edge FLerglass Single Door with Siderte(s) (Inswing.Outswing: XO-. OX or OXO configurations) 3 c.Therma-Tru Fiber-Classicand: Smooth Star Nominal 6039a squa: Impactisquot, Opaque 121312026 No Yes Yes NIA CcmposIts Edge Ffierglass Doubts Door with of eltharl Sldeates rinswnwoul-Mg XX or OXXO egng0uretims) 4 g. Theana-Tru Flger-LYassrc and Smmm Star Nominal 8&#39;0 &quot;lmp4ct&Watt Opaque.. 1y3112026 No Yes Yee N/A Composite Edge lass:SingleDoor ono 9 g 0-In rout -In -Xc 1 urahon) 9 9 9 5 e. Themha-Tru Fiber -Classic ands h-S r .inapt. h. Naminel e8#390& a'Im as uot'O iW � P �r Pique 12l312026 No Yes Y. /A N. CcrnposlleEtlg Fh ale &no&Door with Sidellt s' tine In /O t uin : XO OX., 0XO f7, g 9 onfgu Mans) 6 t Therma-Tin Frber-Ciessleand Smooth -Star- Normural 8&#39 08q d lmpad8qud Opaque IM12026 No Yes Yes NIA Canpost. Edge Fiberglass Double, Door -With or wah out Sldelkes in-inglOutsvng XX. or OXXO corfigurMiow . g. The -Tr, Fiber -Classic and SmoolhSYdr Nominal 6&#39;8&qud;lmp.ct&gf OE Glazed 17/312026 No Yes Yes N/A D_Posh.. Edge Fiberglass Single. Dao (InsvdngfOutawing; X emAgumuon} B K. Therma-Tru Thar-Classlh-and SmpdhStar Nrnvn.l 6&#39;a Squd;lmp.d9gI Glazed 1Z'3111026 No Yes Yes N/A Convoctslte Edge Fiberglass Slagle Dow with Sid.INN,) (hunivingtOutnxing: XO, OXor OXO ctnf .'enema g 9 I, Therma-Tru Fiber-Classlc and Smooh-Star Nomnai 6&#39,8 &quoLhnpeor&qubL Glazed 1223112ON No Yes Yes NIA Cam %ite Edge Fiberglass Double Dpq'art or with out Sualt Insnn /Outswg ( g in XX or OXXD coon urMions g 1 10 1. Therme-Tru Flper-CIa55c end. Smooth -Star H.T#nw 84939 0 &quo Impa AisgI Glazed 12/312026 No Yes Yes NJA Compothe.Edge Fl6eroasp Single Dag (InsnIt i0disa Ins,XcalAgtlratlon) 11 k.Therma-Tru Fiber-Classicand4mooth-Star Nominal 8&#390&qudlmpectaquoh Gi.zed f2 V2026 No Yes Yes NIA Cornooslle Edge Fiberglass Single Doorwah SM IR f pit wingrOuswing: XO. Ox or OXO can Ogumllons 42. 1. Therma-TN Fiber-Gaselc,ane SmpothiSter Nominal8&#39 0 &quimimpact&quot Glazed 12r3112O2e No Yes You NIA Conposne.Edge Fiberglass Doube Doorwith or v:lthout SidNites (ImsMng/Oute#ing XXor OXXO configurational 13 m.Therma-Tru Fiber-Classlc and Smooth -Star Nominad 6&#30'6&q ot;lmpact&quot. Glazed 12r312026 No Yes Yes NIA Molded Open Composste Edge nberoul. single D Ins'ning/Out wing X-Fiiguradonl 14 n. TneMa-Tru Fiber -Classic and Sinmth-Star NaN el ed#395 soutJmp.d&qoL Glazed /2/312026 No Yes Yea N/A Mottled Open Composite. Edge F bergiass. Single Door with Glazed Molded Open Sidelte(er (Inswing/Wtswing; XO, OX or OXO agurshons) 15 o. Thome-Tru Fiber -Classic pad -Smooth -Star NommIl 6&#398&qud.mpaa&quo Glazed 12/31J2026 NO Yes Yes N1A Molded Open Cpmpos to Edge F bergless Doubt, Door •aM wwthout Glazed Melded Open Sldeliles (hs,4nglCulswing. XX or OXXO eardlguratiohs} 1s F. The-Tru Fiber-Chssc and Smooth -Star- Hennim.164#39,8 &ggdl:Imp.etdgLLpt, Opaque 121312M No Yes Yes NIA Composite Edge Fiberglass St.& D.-fth Molded Open Sidelt.ls) (InswinglOutsutmg; XO, OX or OXO configuration) - 17 .Themta-7ru Fiber -Classic andcSmooth-Star q an male&#39.8 &qud,ImPactBquat OpaquE. Nominal 1MV2026 No Yes Yes NIA Composite Edge Fiberglass' Double Doorwith or with out Glazed Mended Open Sidelitas (Ins vIng1OUtTNing: XX or =0 configurations). Florida Department of BUsiness & Professional Regulation Pag.I of Building Codes and Standards 1M2021 Product Approval Application Detail .. .... a��J.r,- ; ..� � -.- � :��.,�'-a�s,�, .�(- ���uf���c�.�. � r •, . v� - _ .�,� ��'��� � p .�._ � ��.�:'�",�,?.� 1 �" :.w�`�� 8� � _e;' Code entity a, Data Data Data riandhia Dale L= Version Manufacturer Corded. Er inear&License ValidAdSv wildistiol .Submitted FBC Aooraval An-oved Status R.'Wum 2020 POT Industries Jens Rosowski Miami -Dade OCCO - DER Miami -Dade BCCO -VAL 1111 SM20 102Er2020 ll24/2020 Approved Category: strualorpoors fl)0) 48E-0100 (7e6/315-2500 Subcalagary:: Siding Exterior Door Asemblies. frosowsld4$pgtindi13m9s.e Compliance Method: CertiOceaonMark or Listing Om Pui25)-33 Rrcelucis 9uellh Aaaurance Aaprpveelfur Use Approved for use Irroset D,,- Sao N ProtlucTA9 Number or Noma Product De ictlDion Corerect r..I ion Data In HVHZ. Outside HVHZ Resistant Pressure B 8GD-5570 {Lerga hrssTe Impact), Vinyl Sedlng Geis Door 04/142021 Yes Yes Yes NIA March 6, 2023 RRODUCT P A L SPECIFICATION SHEET(2023) As required b Florida Statute 553.842 and Florida Administrative Code 9B-72 lease roAde the information and a ova(numbers o he �1 1 p p m ppr n t building components listed below if ' they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru 112/31/2026 An SWINGING i1FL20461A+ F per Classic and Smooth -Star (NON-Ilv1PACTj• 67.0I-67.0 psf ThermaTru Fiber -Classic and Smooth --Star lMPAC � FL20468 +67.01-�67z0 sf p 1 /31/ 0 6 The rrnaTru Fiber -Classic and Smooth -Star (IMPACT) FL 047 +80.0/-80.0 psf 1 /31/20 6 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0I-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7I-383 psf 4/14/202+6 Pella Corporation FL2646 C. SECTIONAL Mayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31a01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 ##1123 (16X7) FL8248.10 +30,01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16T FL8248,.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG Inc f 607.707 727 747 and 847 le & Pairs Doors 1 t 1 1 Single F L11537,1 NIA (see tnst stir) 1213112025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0I-60.0 psf 10I8I2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10I20 FL1120+6 +35.0/-35.0 psf I1712027 Pella Corporation Fella 10 Series F 1 603 � 6 + .OI-6 60 byb psf 6I2212023 B. HORIZONTAL SLIDER III Windows and Doors Series 188 FL1535141 +55.0I-55.0 psf 2/16/2024 Pella Corporation rp Series' 10I20 FL11161 0 �- 0 3 .0 3 .0 psf 3I2712023 Pella Corporation Series 10 Sliding iWindow FL12811 NiA 5/25/2031 C. FIXED (till Windows and Doors Series 185 FL15349..1 +60.01-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4130/2025 Pella Corporation e E`" Series 10120 FL6694 +50�01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL1628 0 NIA 5125I2031 D. MULLION MI Windows and Doors Series 5764 FL15353,.2 NIA 12/31I2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A, SiDING dames Hardie Building Prod. Cempiank Lap Siding and HardieP lank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 _ FL15272.2 + 75.0/-?5x0 psf 12131/2023 Alpha Aluminum, Inc.. Solid and Vented Aluminum Sofa FL16544 R5 +54.21-54.2 psf 7130/20,23 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 ILIA 12/16/2025 B. UNDERLAY JIENTS Tamko for Shingle Roo 151b Felt UnderiaJ ment FL12 328 NIA 6I2912023 P(yglass USA, Inc. (for Tile Roof POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D.ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL1691$, - FL16918.4 NIA 919I2026 Florida Metal Products, Inc Vent RV10 FL215180.3 NYA 12/31/2024 Lomancof Inc DA4 Exahust Vent F'L17202.1 +97.5I-97,5 psf 12/10I2025 E. ROOFING TILES Borial Tile Villa 900 FL7849.27 - FL7849. 8 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. FETAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SS1 DMC 175Sf DMC 200S1 DMC 5V FL17+679A +0I-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Ga(venized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized SteelStormPanels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B TRUSS PLATES ITV Building Components Alpine Truss Plates FL1999e1 - FL1689,4 NIA 1213112024 l iTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 IPA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr PSL1 LSL FL6527.1 - FL6527.5 NIA 10131/2023 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 Florida Department of Business& Professional Regulation Page of Building Codes and Standards I/25no22 Product Approval Application Detail code Entltvor Date'Pendfna ID9tti Tyne Version Manufacturer Contact Endlneer&License Validated .Bv validated Zubmitted. POD Approval Approved Status Revision 2020 Therms-Tru Corporation Steve Jasperson. Lyndon F. Schmidt, P.E. Ryan J. King: P.E. 07MI2020 OT11212020 07/29/2020 10113/2020 Approved Category: Exterior Doors (800) 943-7628 PEA3409 (813) 757-6555 Subcategory: Swinging Exterior DcorAssembies sfaspersonCthermatm.co Compliance Method: Evaluation Report from m Florida Registered Architect a a Licensed Florida Proresslonal Engineer FLJ120470-R3 Ptpducis. - - f3ualiNAssurance Approved for Use Approved for Use Impact Design. See# Prod uct Model, Num ber or Name Product Desgn anon ContracYEzoiration Date In HVHZ .Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fiber Classic and Smooth Star Nominal 0WI) 8 &quotlmpacAquot' Opaque 12131J2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (lnsvarhg/Oute,v ng, X configuration) 2 b. Therma-Tru Fiber Classioand Smooth -Star Nominal8&#39,6 &quot Impact&quot Opaque 12131f2022 Yes Yes. Yes NIA Composite Edge Fibarglass Single Door Will Sdelte(s) (lnsvengrOubswng XO, OXor OXO configurations) $ c: Therma-Tru Fiber Classic and Smooth Star Nominal 6&#39,6 &qu0t Impact&qu0r Opaque-12/3i=22 Yes Yes Yes NIA Composite Edge Fiberglass Double D= Wth or ,41thoutSldelites (Insddng/Outsaing; XX or OXXO configurations) _ 4 d. Therma-Tru Flaw -Classic and Smooth -Star Nominal8&#39 0 &quot Impacb1quof Opaque 12/3112022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door [I nsrhnglOutawing; X confguration) 5 e. Therms-Tru Fiber Ciassic:and bYnoeth,8bar Nominal 89439 0 &quotlmpact&quo1, Opaque 12131)2022 Yes Weiss. Yes NfA Composite Edge Fiberglass Single Door Will adelte(s) (I"Wrig/Outswrier XO, OX or OXO configurations) 6 f. Therma-Tru Fiber-Ciassic and Smooth -Star Nomina188#39;0 &quotlmpact8quot Opaque 121311'2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door withor without Sidehtes (Iriening)Outswing, XXor OXXO configurations) 7 g. Therma-Tru Flber-Classic: and Smooth -Star Nominal 6&#3988quctlmpact&quct Glazed 12131J2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Insy4ng/Outsw irg; X configuraton) 8 h. Therma-Tru Fiber-Ciassiosnd Smooth -Star Nominal 6&#39 8 & uot9m at& not Glued 1 Ml f2022 Yes Yes Yes NIA q Oa q Compost. Edge Fiberglass Single Door rth Sidehte(s) (Inevwng/Outevdng, XC, OX or OXO configurations) 9 1. Therma-Tru Fiber Classicand$mooth-Star Nominal 8809'8 &quotlmpact&quot, Glazed 12J31r2022 Yes. Yes. Yes NIA Composite. Edge Fiberglass Double Door WtIn or Wthout Sidelites (Ins+nng/OutsvAng, XX fir OXXO configurations) 10 i. Therma-Tru Fiber Classic and Smooth -Stair Nominal 8&#a9 D &quotJmpact&qua, Glazed- 12/3112022 Yes. -Yes Yes, NIA Composite Edge Fiberglass Single Door (li swngfOutsw ng; X nonfiguratipn ) 11 K. Therma-Tru Filber-Claseic and Smooth Star Nominal 84#39 0 &qua Impact&quot Glazed 1.2131)2022 Yes: Yes: Yes NfA Composite. Edge Fiberglass Single Door lMth Sidelte(s) (InavnngfOutsmring. XO, OXor OXO configurations) - 12 1, Therma Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quoklmpact&quota Glazed l2J3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthout Sidelites (InevvinglOutrwing. XX or OXXO configurations) 13 m Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&1I39,6 &quotlmpact&quot Opaque 12J3112022 Yes Yes Yes NfA Composite Edge Fiberglass Single DoorvMm &quot loon-Impact&quot;'side llte(s) tinvehig/Outswnng; XO OX or OXO configurations). 14 n. Therma-Tru Fiher-Classic and Smooth -Star Nominal 6&#39 8 &quet;lmpact&quot Opaque 12/31/2022 Yes Yes Yes NfA Composite Edge Flbergless Double 6xio-Arn &quot,Non-Impact&quot: Sidelhes (Inswingl0utswing; OXXO configuration) 15 0: Therma-Tru Fiber Classic: and Smooth Sbar Nominal 8&#390&quotlmpact&quot, Opaque 12)31)2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door vdth &quot;Non-Irnpact&qu I; Sidelne(s) (InswngfOutswing; XO OX or OXOcbnfiguraYrons). 16 p, Therma-Tru Fiber.Ciassip'and Smooth -Star Nominal 8&#39 p &quot,lmpact&quot,. Opaque 12131J2022 Yes -:Yes Yes NIA Composite Edge Fiberglass Double Ooor v4th &quot;Non-Impact&quot;'Sidertes(Irsk drglOutsv;ing; OXXO configuration) 17 q. Therma-Tru Fiber-Classioand Smooth Nominal 6&*39;8 &quot;Non.Impad&quoL Opaque. 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door. (Inswngfoutswing; X configuration) 18 r. Therma-Tru Fiber-Classso:and Smooth -Star Nominal 8&09 6 &qua Non Impact&quot Opaque. 12131f2022 'Yes Yes- No NIA Composite Edge Fiberglass Single Door oath Sideltte(s) (Insvnngi0utatMng, XO, OX or OXO configurations) 19 s.Therma-Tru Fiber-Classio and Smooth -Star Nominal 68930;8&quotNon-Impact8iquot;,Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or vMthout Siddites (Ira-s+Ang/OutSix(irg; XX or OXXQ configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39:O R Lfct.Non-Impact&quot(Opaque 12P31l2022 Yes Yes No NIA Oomposits Edge Fiberglass $ingle Door (I n.Wng/Outs vm9;, X aanfig-liion) 21 u. Therma-TN Fiber Classic and Smooth -Star Nominal 8&09:0 &quotNon Impact&qua, Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Doorv4ta SSdelite(s) (InsiOnglOutswing' XO, OX or OXO confia uratronsl 22 v. Theo-Tru Fib -Classic and Smooth Star. Nomnal 6&#39;0&quot;Non-Impact&quot;Opaque 12131/2022. 'Yes Yes No N/A Composite Edge Fiberglass Double Door Will or with out Sideiltes(IhswnlglputvMng )Xtr0)0(0 configurations) - 23 w. Thorma-Tru Fiber -Classic and Smooth -Star Nominal 0&#39'8 &quot;Non-Impact&qugt, Glazed 12/31/2022 yes < Yes No NIA C o m p o si t eFiberglass Single Door' onsvangutswm1 /OX configuration) 24 x. Therma-Tru :Fiber -Classic and Smooth -Star Nominal8&#39.6 kuot.Non-Impact&quot Glazed 1213112022 Yes Yes No WA Composite. Edge Fiberglass Single Door with Sidelte(ej(tn.WnglOu.Wng XO, OXa OXO. confguratione) 25 y.Therma-Tru Fline,Ciassic and Smooth -Star Nominal B&039'8&quot;Non-Impact&quot, Glazed 1213112022 Yes 'Yes No WA Composite Edge Fiberglass Double Doorv4th or Wthout Sidelites (InsevingfOutswing; XX aOXXO 12/31/2022 Yes Yes No WA 12)31/2022 Yes Yes No WA 1213112022 Yes Yes No NIA configurations) Nominal S&#39 0 &quotNon-Impact&quoit Glazed Composite Edge Fiberglass Single Doer O'swnglOutsrving, X configuration) Nominal 8&939 0 &quot:Nm- Imp_i&quotLGlazed Composite: Edge Fi berglass Sagle Door ith Side] ke(s).(I nsW ng)Outsw ng XO, OX or OXO configurations) Nominal 8&939;08quot;Non-Impact6quot; Glazed Composite: Edge Fiberglass Double Door Win or without Sidelitne, onswing/Oute ving )D'v OXXO configurations) Florida Department of Business & Professional Regulation Pagel of2 Building Codes and Standards ir51i021 Product Approval Application Detail Code EB& or Dwe. -case 040 Pei dlno -tie mm Verslm Manpfadur#r Col Endnear& Lrsnsa VaNdaletl By Validated Submitted FBCAaoroval Aooroved Sirius Revision 2020 MI Windows and Doors Stan SiftLuis Robeno Lomas. Steven M. Undh. PE 1010,6120213 1010fi12020 101192020 12/152020 Aopro ed Category: Exterior Doors (717)385-3301 PEE2514 'f717)3lr-8454 Subcategory: Sliding Exterior Door Assemblies bs1BingerI9rr .cam Compliance Method: Evaluati m:Report from a- - Flodda Registered Architect ors Licensed Florida Professlonal Engineer Fik:15932-RBAroduata ,. .. Guilty Aisurano4 Aporovedfor Use Asolovsd for Use I maser clissIgtt Sw# Product ModN':Number or Name Product Descdolloi Canlract lxphm1a11:Data t HVHZ Outsde HVHZ Resistant. Pressure. 1 SERIES 420 ALUMINU M SOD SERIES 420.ALU MINU M SGD'OXO 129112024 No Yes No NIA 145.3/4&quot:x80&quota NON -REINFORCED 2 SERIES 420ALLJMINUM SOD SERIES 420ALUMINUMSGD OXXD XX 12131/2024 No Yes No N/A 96&qugt;x80&quot NON -REINFORCED 3 SERIES 420ALUMINUM SOD REINFORCED: SERIES 420ALUMINIJ SGD REINFORCED DXD 12J3112024 No Yes No MIA. 1453/4&qud:xg6&quo; 4 .SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED DX. 12131/2024 No: Yes No NIA XO, XX966qu0tx96&4uot: 5 SERIES 420ALUMJNUMSGD REINFORCEO SERIES 420ALUMINUMSGD REINFORCEDXXX IZaI2024 No 'Yes No. N/A 143&quot;x963qud; Florida Department of Business & Professional Regulation Pagel 112 BuildingCodes and Standards 102021 Product Approval Application Detail r��j�.'T.+.�",.si"�.r1. 3� -," „�u����� -k �'�•---.,.... - . .... `Y. ��•���-�3w _ .,� a'.:�� n -,�' r ,e- zarr�..��_._-., amEedN - �S Pilo t2at B Panders. 8i'df! TV- Verston Manufacturer Conrad Enalneer& L1"nure Validated &r Validated Submitted FBC Approval Approved -Sir- Revision 2D20 Waym,DaIcn,e division ofO-, h..d 0... Dwayne Konlsh John E Scstes Jeffrey P. Arneson. P.E. 1DI12MZO 09292020 1023/2020 12/16/2020 Approved Corporation (330)763-8t21 PE-51737 (904)821-5200 Category, Exterior Doors dkomishawayne-ciandl.c SubCalagoty:-SectI Exterior Door Assemblies om Compllanca Method: Eva -tioi-Report from a Florida Registered Architect cr s Licensed Florida Prdesstonal Engineer FL08j48-11ii Products [ '. -$ay-$ Product ModeL.NumpM or Name OualiN Ass -arms Product DMIC171 dM Comradl Eadratlon Aocraved for Use Dale It, HVHZ Approved for use Outslr. HVHZ Impact. Casio, Resl ) PJeswre. 3 00001810018200:#1105 9&#M telex r Idth14&#39: Md. height Glazing 12MIM23 NO Yes Yes +31.001-35.00 available in top fir Intermediate 0ollon 10 800OA10018200# 123 l 168 I) Maxwidth 14&#39,. Maxhe t.Gl `i 124) 2023 M13 az n 1 1n. g No r Yes. es +30.00/-33:5 Y 0 - avallaole In to o Intermediate section p r 1i 800016100J8200 C1124. - 168#39: Mau width 148#39'Max height Glazing 12/312023. Nu: Yes Yes +34:40F38.30 available in top or Intermediate section. Florida Department of Business & Professional Regulation Fage1 or Building Codes and Standards srzOzt Product Approval Application Detail . -.. •-- � is � �f -- 5 ,v`,eUF�� -..-m se, _ � .: �E�� - - - �"� S Yv code I fullyr ogle Data Data Pendina Date 1yerslon Mad mdaurnr Contact Enbireau&Liceese, Validated av Validated Submidw Fad Aoobval Aooroved Status Ra'_n 2020 Curdoseivlsicn olAADG.. Inc. Tom'Rattay -UL LLC Troy Bishop, P.E. 12I10/2020 12101r2020 12212020 APPrwed Category: Eltterpr Doors (641t 494-2813 i954)947-0880 Subcategory: Fderor Door Components tdm.r4aeyf saseebloy.cd Compliance Method: Cerliflcation Mark or Listng m - FlYtk15]2-RB ProNucla ��^ Oualltx Assurance Aoprovedfor Use Approved for Use Jgioact Design Sao# Product Modal, Numbs or Name Product Descrldlan Contract Expiration Date In HVHZ Outside HVHZ R 1 Pressuna. 1 E07 74'7, 47.757.177, and 641 Single-ol PaiI Flush Glazed, end Louvejensingle and pairs or 12r31f2025 Yet Yes Yes NIA Doors hallow metal doors - Florida Department of Business & Professional Regulation Pagel or Building Codes and Standards a zozl ProductApproval Application Detail __ Code guilty: or )lade Dad. Des.:Penna." Data Type. V-ipm Rlanuraishurer Correct Emineer& Lcense: validated av Validated -Submitted FSQ A-val Aooroved. §WLQ Revision 2020 MI Wlnilcws and Doors - Brent Sitlingar. American Architectural Seven M. Urich;PE 11/17f2020 1VI712020 1112712020 Approved Category: Windows (717)365-3300 Mamfinotwers Association (717)311-8454 SubCategory: Single Hung - hsdHngerQmtwd.com compliance Method: Certification Mark or Listing Quality Assurance Ao-oyadfW Use. Approved for rise Impact Reiam Sea#. Product Model. Number or. Name Produdt Description CoiWact 9xviraflon Dee lm HVHZ outside H Reellsithrit Pressure 2 185 SH 52.72 FInlFlange FramelG/SG Single Hung 10/n82023' No Yes No t60/-60 Laminated Glass 1--e C_ p _G L v .CM U T= Ca O (u O 0 O Q O W CU O M ,- LJ_ p > .w cJ E 0 O 0_ICU_� . Cl) Q Z Z LU J N � ti7 C-J _ tr� ' � t� a xr ram-+ V p_ O >7. t� tD C D N LA_ 0_ Q y ca © L tit a N .ca N y Oca N Y � �_� � 3 Co 3 *- ag a3 � V 6U 6i N r0 L E E N Z _ C v / _ M O O Q 0 L_ U) U C0 m 0- F- O L W� Q W z J z Q J 11 SHEET NO. PA 1.0. _§_j Q) 42) = I — CU (L) .+- Florida Department of Business & Professional Regulation page 6 of 9 Florida Department of Business & Professional Regulation Pagel at I Florida Department of Business& Professional Regulation page I art Florida Department of Business & Professional Regulation page I of 2' 0 ­0 > Building Codes and Standards 10022 Building Codes and Standards irr,2021 Building Codes and Standards i 51ZD21 Building Codes and Standards i 02 2021 = = '-' 2 2 _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a— = 0 Q) (a. 0 L_ Q) 1 0111? C'"e Entity 9 2& Date Cars Fendirmi Date �.----_4�:-"L,- r�_ = cia —0 CL . Im Version Manufacture Contact Endlneer& License Validated B Valicated Submitted FEIC Approval Approved status 99A linur or -go Data 0,trPinudirs, 241. Code Entity or Date Due Date Isendin. Data Cod. im VAssion Manufacturer Entlitivor Contact L cause care Date Dal# Pinicina v ---- Submitted FSC Acup—I DKO Aper-Ad Status . -4...'P (D a) Rg,visiou 2020 Therma-Tru Corponation St-e J-per- Lyndon F Sthumicit. P E. Ryan J, King. P. E, 1 0,D712021 1 OW1812021 101131,2021 IV15=21 Approved 7VDP version Manufacturer Carl Indenter 6 Uperis. Validated By Validated Submitted 1`80 AnD.Val Approved status mm V-1,h Mashafticamar Conrad End ... r & U,—, Validated By Validated Sulbefiftsel FBCA,,,-1 Aeons," W­ RA,Asl- 2020 MI Wind- ad D­ Sr.nt Stinger Arraft-AriptHte.l.ral Slaver, M. Lunn, PE 1 V22f2020 11122Y2021) llas'2020 Approved E U) " 0 4_5 li-, Category Exborior Door* (800) $43-76 28 PF-43409 (813) 767-8556 I Aflimnatim 2020 POT Industries Jana Rostansid Marill-Dade SCOD - CES Mlarrl-D.de BCCO - VAL 1 M&2021 1 1,051202C 11,1112020 Approved R.'451- 2020 MI Windows and Doors Breffleftinger Amen= Archft�ural Steven M Urch, PE 1MO12020 10/06f2M IW9�2020 Apip-d 4 category; Windows (T17) 365-330C ManufacturersAssotrualficat (717) 317-8454 = = CIO -cu . - U) SubCategory: Swinging E.termi r Door AsascannIVIies Al a-persor,@thermatrw.co, cuegon,: VAndcas (041)4MO100 (766) 315-2590 j"osse"RuMpgalrousur'" Category: Wind"s SubCategory: Horizontal Slider (rl 7) 365-3:100 Manulactureas A-istion (717�317�8454 le,1111inganantim,d-co. gulaCitsropry: Fixed � blitlingslCmiuld-co. a) -0 0 Compliance Method: Evaluation Reportfrom a m SubCategory: Elngaa Hung Cdartupflancis Method: Carlill-Itoe Mark or Listing cm Compliance Method: Cortificaljon Mark or Listing awnp(lantst Method; Cmi-fiffication Me* or Listing -0 Florida Registered Architect or a Licensed Florida I I , I " � I I - I , I I I �"',� '� �" ' � �, I � I I ­" I i I , , 11 " I I 11, � I I � I :' I I I " = C) 0 .= _0 Professional Engineer PL*230-R&Ptodua,its'�' I I " � I I 11 I - I " , I I I 11 - I I I I I I , I I , Fuln5sit-thaf-rea.ers , I �, � , I � I I I 1 I I � I I I I I ­ I � I RLsajj3Aj_R'jjisr j � I , r �'. ; , , ' I I I I �� I I I I � I ': 'r ' I ' _"� '­�e I I I I I I L_ a) IF liAir,pirodulcus I I "I I - I I I I � - 1. I I I I I I I I � I I I I I I - - I I - ­1 I - I I I I I I I I I I , I �' I I - I " I , I I I I Quality A-asnar, Atuaria,rid for Us, Approved for Use I 11 I I , by ... t D,I,n I - � I , I I I I I 11 I I Quality Assurance Ahvennied for the Anwoved for Use hapect 0*9101, am# I I lamduct Model, Number Nam I � I Quality A-- Product Diescriptia Contract Emanation I A-i-allortla, A-r-od for U I as Date In HVHZ outside HvHZ l,,,.I I loesion Kesistwit Pressure 0 D_ = -2 = 3: QualitVAssunince ApprovedforUse ADDrovedficrUse Impact (region ;tq-# Product Model. Number or Name Product Disorlptirm Contract Excirallon Deno In HVHZ Outside HVH Rtelstant Pressure INA Ham Contract Banked- Date In HVHZ Outside HVHZ R.Watiarat P.- or 0 LL - S-9 Product Model, Number or Name Product Descqaam Cwhact Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 eH55M (Large M-ile "pact) I Virryi Single 1,4ung Wrd- OV30Q02S y,,s Yes Yes NIA i HIS i 86 Fir and Flang. Frame 7�.6'2 I r-lided Glass 02,(1612024 No Yes No -651-55 1 1 as PW 73 x 72 InsdaNd CA.s OV03/2M No Yes No +60/40 C - - 4_0 ..+- M ICU 1 a. Tfor-Tril Filovr-Cl�ic ooth-Stair Nominal W39: 8 &quot Non-] mpa,ct&quot. Opaque 1 M112022 Composite Edge Fiberg less Single Door No Yes No NIA C) 0 > X D -a 2 b. Thenna-Tru Fber-Classic and Smooth -St., (I nurnearglOutswing; configUration) Nomina I 69*59; 8 8,quot; Nor-Impact8oquot; Opaque 12t5i/2022 No Yes No NIA . E 2 Composite Edge Fiberg IA. Single Door'With (D a) L_ Sidefite(s) (I nevanglOutowing: XO, OX or OXO -k-, U) CL configurations) . Co U) '.0 O_ 3 .. Tharma-7ru F her -Classic and Solooth-t. r N01TIr2I6&*3I):8 8,quatNon-limpect8ciuot: Opaque 1213111�?022 Fiberglass Composite Edge Double Door Wth car N. yeas No NJA - = co _I__j �_ = W < without Sidelites (I nswinglOut5"Ing: XX or O)CCO -0 . - configurations) 4 d. Thenna-Tw Fiber-Classi. and Srnocth-St., Nominal 7&#n;D i1quotrion-ImpalotSquot, Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single 00. 5 e. Thermiat-Till Fher-Classic, and Smooth -Star (In.,aing/Outawing; X configurathri) Nominal 7&039;0 &quotNon-Impad&qucrt; Opaque 12J3112022 No Yes No NIA I Pompumnire Edge Fiberglass Single Dow with Sideffle(s) (InsvvingtChUtswng. XG, OX a OXO 6 t. Thermus-Tru Fliner-CLassic and Smooth-Ster configurations) Nominal 8&#39;0 &quot�Nw-1 mpaot&quot.r' Opaque 1V31 Q022 No Yes No NIA Florida Department of Business & Professional Regulation P.S. i di Florida Department of Business & Professional Regulation page i oft Florida Department of Business.& Professional Regulation page I of I 0 Composite Edge Fiberglass Single Door Building Codes and Standards IM12021 Building Codes and Standards 115=21 Building Codes and Standards IN2021 Orsoingloutswing: .X configuration) 7 g. Th.--Tru Filb-Classi,, and Smoeth-Star Nominal 8&#30;0 &qqotNor­Impad5quotj Opaque 1213112022 Composite Edge Fibeargilass8ingle Dew tMth No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (Inswing/O.t.wfirg; XO; OX or OXO ­" ' - - - 11 . 44 - ' g W jZ-All r_ -, - � - ��'gq- _� fig, , - "� , " P ggg�mg � l,gr _� ffl� � ­- __� "'s ­O­ - - - � �' � -% mg�- �_ " I __ __ 11 ." , , , configurations) &quotNw-Impact8quot; Opaque 126112022 No ".. No NIA 8 h Therma-T. Fiber-CLassic and Sirlooth-Star Nominal M#39:0 Composite Edge Fiberglass Double Door Wth or Cad. __ Enlit, or 2" We Data Piandino Data -- Cad. order., Rau Mr. DAL, Paindi, �me Wk _�* I AN 296 _-,,,, �, , '_ I - �� '_ - 11 ,191 �'v , � _ - �� . 1W ­ - _411- W, � r - - 5,11t, ar 2111 291. Data Agadir, DO* - 4 without Sidelft& (Iftswing/Outviving; XY at OXXO 7'.. Version Manufacturer Contact Cralmrs, & Up-, Validated By Validated submitted FSC Ampen,al Approved AtilikE T­ Version Manufacturer C.ras.ot Engineer & Lk .... VaUdialed By Y.Hdaed 36nivitted FaC Arareyal A-vad status '". Version Manufacturer contaO Chain", & Lasro, Validated 3V Validated Submitted RX AMMY31 Approved status 9 i. Therma-Tro Rher-CessiO and Smooth -Star configurations) Nominal 6&#S0:8&qtjw�Nw-jmp@ct&quot Glued 12t$112022 No Yes No, N/A Affinnation 2020 POT Indt.strha, J., R.-Id Wami.D.d. BCCQ - CGR Mi-i-Ond. RCCO - VAL 1 IMM020 1 vosZ20 111i112020 Approved R.vai- 2020 rat Wnd- and Doors grantsifinVer Luis R Lcm.a, PE Steven M. Urich, PC 1putla/202D 1pitigr2020 IN1942020 12/1=20 Approved Affirmation 2020 POT Industries Jans Rci Ml.ral-D.de ECCO � CER Miami -Daft BCCO -VAL JiMi2020 lil)6=0 1111 i/2020 Approved Composite Edg. Fiberglass Single Door CaliagerytV14nd.we (94t) 486-01 00 (786) 315-2590, baragrosT. Wrifto. (7iir) 365-3300 PE-Ml 4 (7i7) a17-U54 C.tAgoaV;'Wndd"s (941) 466-0100 (786) 315-25N (fire-grOutswing; X configuration) S.InC.1.0.1y: Fir,.cl Imsm"Iski9p9tinclualreac trasoOldogboy! Mullions b61flrD9*r0mN,d.coM 8.1icatiagwy; Mullions jrosovskiftguindusulesc 10 J. Therma�Tnui Filber-Classt, and Smooth-Stat Nominal 69939;8&quot;Nor�Impact&qwt,C;l�ed 1213112022 Composite Edge Fibergirlarsa Single Door With No Yes No NrA CornplIans. Method: Caltificat- Mark or Listling I I I 11 wit I I � I I I I compliance Method: EvsWation Report from . Florid. Registered A,,hItact w. LA--d Florida Cornpliarica Method: C111hasti. Mark or using - ' ' I � " .m ''Ill, 1, I I I - I I � I I I I 11 Skleliri (I naWng/OutsWnigi XO, OX or OXO FLA2434240rod I I 1� I � I I - I I � I I I I I I I I Pnof.�aavnnl Engineer flalliall-RUProd6oh; � I _� I I I I I 11 I I I I I � - I I I I I I I I I I 1 it Thenma-Tru Fiber-Cia,asio and Smoolh-Star configuirations) Nominal 0&#i39;8&quotNw-jmpact&quct; Glazed 12falt2O22 No Yes No NIA 43-0 I Product Model. Numbar or Us- I I I ,.,,,,.,_ r A,,-,d far U,, ounilita Assures, __ lainsduct 0"Pription Cwlft�at Ea,i,dlon Data in HVIHZ O,tsi* Hv ani 0".. Resistant priasysin, rutuilss.gs -abs, I I I I onat. � - I I 11 - I I I I I I � I I - I I - I I am# e lamhuct Model. Number or Name I I I Quality A � .. I - Pusatiluot Days0roten Contract FIVITAterr April for Use I A.-Afferu', par, In HVKZ O.tsl,l. HVH Irruppe cars - Reallet.rut Pras.n. I Z Composite Edge Fiberglass Double Door with or withoult Sidelines ((ruswing/Oulanmog; XX or OXXO 5 PW-5520 ii-arge Miser, Imirsiot) . Vrot Fixed Wind.. 04/30,2025 Year Yes Y­ WA - Qualiln, Assurstrace Asionswed far U,, Arranowd fier Uss, kh-t Deal- I Mullions for AP Doers an d WI Ddoe's Aluminum M.W­ 05126,2026 yes yt. Yes N/A . configurations) "" P-dualtoodal. N-b,,,r Me,, Product Description Cgftnk��g 0.1. is, HVHZ oulakhelfwz li-ftlant P,,,,, 12 1. Thelma-Tru Pilber-Classic and Smooth -Star Nominal 7&#39;0&quot,Non­Impact&qwc,t: Glazed 12tS1 r2022 No Yes No NIA 2 5?04 V.rfioal A.rain.. M.1h.e No Y.s Y­ WA C."Tposit. Edge Filberglass.8ingle Dow on-wingioutswing; X configurrati-) is m Th.r­Tnu Fibe,.Ql ... mend Sm.dth-a.r Nominal 79#39;0 &qu.l::N­-h.p.ct&q.ct! Glazed 12i3V2022 No Y.. No NIA Comp-te, Edge Fiberglass Single Dowwth Sidefite(a) (I nswingi/Oultswing, XO, OX or OXO configurations) 14 h. Therma-Tru Fiber -Classic and Smooth.Star Noffinal 8&#3g:0&quot:Non_lmpact&quot, Glazed 12,SV2022 NO Yes No NUA Z Composte Edge Fiberglass Single Door OnsaMilgiCua.�Ing, X configurAtion) 15 c, Therma-Tru Filber-Classic and Smoath-Ster Nomnal M#3g:0 itIuotNVr­jmp@&Aquot: Glazed 12131/2022 No Yes No NA Composite Edge FiberglasisSingle Door with Sidetite(s) (I nswrig/Outswong: XO, OX or OX0 Florida Department of Business & Professional Regulation Page 1 oil Florida Department of Business & Professional Regulation lr.g.2.1`2 Florida Department of Business & Professional Regulation Page 5 &4 16 P. Therma-Tru Fbei,Cerralc and Smooth -Star configuirstonsl Nominal a&#3S;0&quot;NwWmp@ct6,quot: Glazed 12131/2022 Composite Edge Fiberglass Double Dow �Ath Of No Yes No NIA Building Codes and Standards two2l Building Codes and Standards IOIDJ2021 Buildirto Codes and Standards 302D23 Wthout $idelites, (InswingfOuts,iring. XX or OXXO Product Approval AppliC ation Detail Product Approval Application Detail Product Approval Application Detal I W configurations) 17 q, Tharma-Tru Filber-Cl�io and Smooth -Star Nominal 3A#39:8&quot;Nwt-hmpad&quot: Opaque 12J.3112022 Composite Edge Fiberglass Sing Is Door with No Yes No NIA - , ­1 11, , R­ I . , OR "I W-1 ' M 1*1 01 .. � ... rooivW' 18 r. Therma-Tru Fiber-Classaric And Smoth-Star Transom (InaWrtqiCuts,Mngr OIXotsinfiguration) Nominal 88#39:8 &quot;Nou­lmpact9qLkot Opaque JWV2022 Composite Edge Fiber9fi- Sing 1. Do-vAth No Yes No NIA code TXQ1 ys'.1- Entity a- owe Data Vale plendinn Conrad Emun-A License Validated 8, Validated Submitted FEIC Approval "I'll, I'll, - ... .. . P91. ftarealed Status T­ code Version Manufacturer Entity or owe Date Dere, Pending 210 Conrad Erichaw & Lioarea, Validated By Validated Sulnnnift,d FBC A,,,v,l A,,,,,d status Cod. T­ Version Manufacturer Entity e,­ Engineer & LjoerA, Validated law ad, Owl pate Pending Validated Submitted FOC Approval PA2 Aplanconall -star- Sideiifi,(s) and Transom (I rsv,ringMui&vjrg* OIXO Curox .' C1OXO corifiguratiors) . I I R.,i,l.n 2020 Jestrov Hardie Buildng Products. ho, Chad Dcrqks V, Auto- Tito John Gouthard, RE, OIJ0512021 12h 4M20 0110612021 ding RDC Alopt, pre,man ZD20 Alaid. Nick Thompace Lyndon F. SahnnicIL P.E. Ryan J King. P.E. 0215=1 02n5W21 0222'2021 04flW2021 APPI-11 Re,v.ron 2020 OAF C;dnigory: Roosing Michael SJ.h Robert rl..in.n John V, Knez"Ich. PE PE-59166 72-�224 i7JI912022 12MIM22 IM012072 =7=23 Appnov.d 10 A Therma-Tru Fiber -Classic and SInnooth-Star Nomi�16&#�Q;Bgquot:Non-InVaat&quot; Opaque 12,Sulf2022 No Yes NO NIA Casegosy: Pans4 Walls 00 545-6359 PE_8lag2 (352) 307-2526 C.t.Any! Panel Walls 1330) 922-23SR PE4209 C 913) 767-6955 (800)-166-3411 1954� I Composite Edge Fiberg lass, Single Door with subcategory; &dng chad,dbr.,I,.@�...h.rdI 8.1,caur,g.rit: Soak a nhompa-Qa1,d.c.m Subcategory: Asphat Shilgres nr%tiah@g3f'e0m mi Sidsli*.) (le-inglCotswrig, XO, QX or QXO Compliance Method: 5valUatim R�Pon from a elam Compflance Method! Evaluation Report nice, a C,"Vllasncre Method: Evaluation Report from a Continuous Head 248111 co;fIgurations) Florida Registered Architect or a LicenAad Fields Flodd. R,gI.fiiredArchiW9t.r. LI.stra.d Martha Road. Regfin.redlAr.hitect or a Li.ensed! Ford. 20 t. Therma-Tri. I'llber-Cl ... to and Sm..th-St.r "ornin.1 8&039;0 &quot;N­.Irrlb.i,d&qu.t: Opaque 1 2f3l/2022 No Y.s No NIA Prefie"..n.1 Engineer Professional Engineer Prorre.1-1 Engineer Composite Edge Pherg law Single Door with 1, I I I I I I I I I I I I � � I 11 I I I I I � r I I 11 I I :11, I I � I .�� I 11 � " 1, I I ' � - I I ,� I � I 1, 11 I'', � , - I � 11 I I I I I I "I'll, Sidelits(s) 0 nswunWOutrivang X0. OX or OXO I 11 FL443i 8 Products I I -, I I I I I � I I I , I - I F d272-RS�rjhdi � I :1 � I � I I I I I � � - I 11 I I I I I I . F LM 61 24443 I , � -­�, / I laroduirt.: I � I 11 I I I _� �'� '� , , � I I I I � I I , � I 1, I � I I I 11 I ,� I I " , I ' 11 � I q 11 ." Continuous Head and Sill configurations) 21 u. Therma-Tw Rber�Cla&sic and Smochi-Star Nominal S&V39,8 &quot�N­.Imapalo1&quot; Glazed 1 D3112022 No Yes No NJA OyAlry Asasurarl. Approwd for Use Attrunwits! for Use Impact Daelan see 0 Prodget Modual, number or Name Product Descripto C*ntWt FarDlinsi Dal# In HVHZ outside HvI4Z Resistant Pressure I I crualih, M-- Appireard for U, Accre-dfutUsi, Intsuict Dealarn Saul # Product Model, Hurairar or Nareas Product Ce.ription Carload ExPirdlan Data h, livhz outside HVHZ linadetamt Phassaun. QueltyA,sursino ApProvorltonvis. Approved for V Impa,54 D.Shat Se" Product Model, Number or Name Product Descriptron Contract r;Xviratelli Date in HVHZ Outsdalle HVH Rqslwam Pressure Composite Edge Fiberglass Single Door Wth Sclelfte(s,) 0 neoAnglOutswing; XQ, OX or OXO 1 Carrupl.rk L.p Siding iber-camart ap aiding 12)3inQ23 Yes Y.a 14 A N/A 1 & &.Qua�2Taquot Bulk Vent or Solid Vinyl Soflk 1213112023 No Yes 140 NIA 1 OAF Asphalt Roof Sh ungles for use In FSC ncrt-HVKZ Fiberglass reinforced! 41-tab, litionated, 5-tab and 1 ZMG,2025 No Yes NIA WA Continuous Head and Sill courfigurationsl 2 H-,I!.Pl.nk Lap Siding lba-m-1 hap siding 1 ml?=3 Yes Yes NIA N/A 2 � &qvdA[i.raa T4&q.otsolat Van t ., Son 6 Vinyl With 17J31,2073 No Yes No NfA jurudialicn. hipunridge asphalt shingles CV12 1 I = 22 , Therma-Tru Fiber -Classic and 6mooth-Star Nwnina 1 8&"9; 0 &qu.t; Non -1 mpactaquot: G lazed 12t3l/2022 No Yes "to NIA 3 0. &qu ot:Greefitnlar Vintage Beaded &939: Soffit Vent cr� Sold Vinyl Soffit 1 WI 12OZ3 No Yes No NIA C%i 0 Composite Edge Fiberglass Single Door with 4 d, &Quct:D5&qucA, Soffit Vent or SdiM Vinyl Sonh l2f3l=23 No Yes No WA C= Sidelfte(s) (InavAnglOutsvaing; XO, OX or OX0 5 e. &q..t,9hatar 0.k9qu.t; Suffilt Vent or Sold Viral Bonn 1 Ml =23 N. Yes No NIA " . Continuous Headsnd Sill configurations) 6 I f &quca,S�ip., Spitri 80it Vent or Solid Mistryl Writ l2tglf202� ,N. Yes 14. NYA Wj 25 w. Tharma-Tru Fiber-Claselc and Smooth -Star Nominal 66080;8 aquottlon-Impad&quot Opaque 1215i/2022 No Yes No NJA . Go Composite Edge Fherg law Door Panels with Vented -= (= Solial'tai(is') (Ir5'v"gPDutswirQi XY,. XXX w XYXX a- 6 - C_ C= configurations) = '2- Co C..) M 24 K Thermai-Tru Fiber -Classic and Smooth-Slar Nominal 8"39;0 &quot Non-Impactlquot; Opaque 12ral= No Yes No N)A - = 1:14 Composite Edge Fibergleas Door Panels with Vented C= ..; LIL_ = >< CIL- 0 4delire(s) (I nswinWOutswing: )O� XXX or )O0(X . Cl- ocunfig-lons) .tn as< Cc = C14 - = 26 y. Thermat-Tru Fiber -Classic And Smooth -Star Nominal 6S%Q9:aSqvobNon-lmp.a18quot; Glazed 1213112022 No Yes No NIA U) U) = (' = cc Composite Cog. Fiberglass Door Pan"wrth Vented ...X _ C14 - Sjdeline(��) (I n.wng1O.t.wing: XX,XXX or XIQ(X . Florida [)apartment of Business & Professional Regulation � page I aft Florida Department of Business & Professional Regulation page I at I Florida Department of Business& Professional Regulation page I of 1 W �:e configurations) Building Codes and Standards 10&2021 Building Codes and Standards i 0.021 Building Codes and Standards 113,1021 3: a) 7j�L .= W 26 z. The-a-7na Filb.r-Cla.sic.rntl Smooth -Star Nbminaia&#30;0&quot.Non-Iml3act9quat. Glazed 1213V2022 Composite Edge Fiberglass Door Piaryalswith Vented No Yes No NIA Q) ..5 - E = Sclelite(s) (InswngfOutSwIng: XX, XXXorXXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . - -Ei .C'--( configurations) = a-1, - 3: cc IMM-11 5a 1011 o,-.t�ta�e 0- � "W"W", N '_ M I , " "-W,R I 0 �' - ­­' 101113 I �__ _ M'-'-�­ gg" �_ ' v� Wl WON �'_.' �M_ � ,,, X%,wv,m-,- 27 za.Thwma-Trui Fiber-aassicandSmooth-Star N..',.t6&#39:8&q..t;Non-IMa.t&q�ot� Glazed 1213112022 No Yes No N)A Composite Edge Fiberg la� Single -Dow with W38t 0 -;; 3: " 11) s- = Sidelite(s) 0 n-ainglOutswung: XO. OX ct, OXO Cod. Indts,Vr We Cad- Date Pending - . 11212. Cede Entity or Date we am, sending Me - , , ��Mp_ Cod. - , - W-.0 _ __ el , slurry or 2111. 2M.- Daft Pendina __ _ - - - - 011to 2, -= . L L) :,. = CIL) = 28 zb Therma-Tru Fiber -Classic and Smooth -Star configuraborts) NDmina16&#,99;E3&quatNon-irTact&�uot, Glazed 1213112022 No Yes No NAA T­ version Manarfact,nar C-tact EndrantailiLlstan., Validated as valklat Submitted Facammunal A,,,,-d ILIIIL- 1)1- Vasa- Masterhastu- Corded Enon- & Li ..... Validated W Validated sulanuthad FIRCA-rowal A,ar-4 Status IVP- Version Manulacturar Contact &,gh- & License Validated 3, Valldedad Subsnalth.d FBC Approval Apinno-d status j;. I 0=1 .T :a, - Compeste edge Fiberglass Double Door with provisi. 2020 TAMKO Building Products LLC Kend Ed. Robert Niensfiresn John W. Krici:tvich, RE 10104n020 t9tzst20211 lOY17J2020 17J15/2020 Approved ReAson 2020 LM Thompson. Inc. dba Thompson Architectural Tony Christman Zachary R. Priest Steven M. thich, PE 09/1N2020 0911&2020 09f== 12M"020 Approved R.IAM.n 2D20 Florida Metal Products Inc. Cark Jones James I. Barrkar� P E-0 Steven M. Urkh RE 09,27J2020 OBOsaom 10)04f2G2O 12fl&'2020 Approved .= to =- WWQ eidelites (I nswirgloutsviang: O'CK0 Category . , 11-fin, I 4417) 424�6844 PE-511165 (954) 772-M4 Metals Darrhusny TAMCC) (813) 248-3456 PE-74021 f717) 317-8454 Cat.g.nn Rooling k904) 763-8400 CBUCK Engineering (T17) 317-8454 = E cwtfig�ratmn� Surreal., g.W: Underitraments kendityusuglarriko-com Category: Roofing, tortygg-hir.offirgocam SulzCdvuory: plocling Accessories that aro ae ,larkLDIA-corn RE-31242 M 0 29 zc, Tharme-Tru Filber-ClhasingQ and Smooth-5tor Nominal BUX0 aquot,,Nwi-ImpAct8quQt: Glazed 12/3112022 No Yes No NJA Compliance Method: Evaluation Report Itent a subcategory: Rwftng Accessories that aresura Integral Pad ofthe flooffing System a: U Composite Edge Rberg lass Single Door with 38#39, 0 Rarld.Regl.teradArchifteat- Jr­.dFlwd. integral Part ofthe Roollng System Compliancea Method: Evaluation Report from a - 4�delite(s) (I navong/Outswrig. XO, OX or OXO Compi nee Mentrods Evaluation Report it= a Force Registered Architect- Ll-..d Ferd. 30 zd Tharma-Trup'her-Classic and Smooth -Star configurations) Nominal W39:0 &qu.t:Nwi-Imp.ot&quM Glazed 12t3112022 No Yes No NIA Professional Engin- I I I I � I 1, - I I I I I I I I I I FlondalRaipstered Arplatext or a Licensed Rorda Professional Engineer Proleasal.e.; Engirt., 12 Composite Edge Fiberglass Double Dow with FL#l2d23_P6 Products - � I ' �_ , 11 I I � I I I I � , I I I I 1� I 11 � I I � I . I I � I � . FLIMUIL112 Fr.euch, �' I I I I I I � 11 1 I 3&1939,0 Sideifte. (InswingfiD.t.wing; OXXO I Cholity A,sur­ Api-ciforUsi, A=,,,,d for use lan ... t Desks, F L'#1 Eel I a.R3 aroid.tbi I I I I I , � I I 1, I conifiguration) 61-4 P,.du,t Ill Number - Name Product Descirlieli- C,rA,,d Capitation Date in HVHZ outlid,+MZ Resistant Pressure - I - Quality Assurance Approved for use AprroWd far Us, impact Design 31 ze. Therna-Tru Firb-CIR-ic and Sm..th-St.F Nominal 79#39;0 &quot;Non-Impal,t&quot. Shaker 1221 r2022 Series Compoafte Edge Glazed Fiberglaas Single No Yes NO NhA 1 TAMKO Root Underlayments (HVHZj Rod undecaymarts for use hi FSC HVHZ 06,2S12on Yes No NIA NA AlM1 Product Model, hanger or klainus WalityrAswranc, Approved Per Us, Approyed for Use 1ML.-I Dirwar, F,educt Dearsupliki, Contract Ea,i,W- Date I, HVHZ outside Hv4z Resistant poinuarrai 1W 3 P,,d,,t M,d,L Nuanabar or Name 3- FLAMCO &M":RV 10 RId9eVcnt&quo1! Pr,d,rt D-ftbon Contract Captivation Aluminum Ridge Vents for Orchid rooks fabricated 12J31Q024 Data in HvHZ Outside HVHZ No Yes R.MeAnt Preasure No NIA Door with or wthout 19#39;2 Sidelita(s) jurt'dicters, 1 TAMCO Fiat Top Ofl-Rdg. Vent ,uth Santa for Th: 26 Va. static r.cfva,rflIIAt., Mth battle OW09)2026 Y. Yes WA N?A fr.. 0.025'Alturrin.m (Inewng/Outiewing. X. OX XO or OXO configurations) 2 7AMKO Roof Underlayments �NON-HVHZ), R.fundedaynt.ns for use in FaC ..-HVHZ OW25=23 No Yes NIA tVA 2 TAMCO GamnsolrVent 26 Va. 0910s=ts 1,10 Yes NIA -0i-52,5 jurisdialons 3 TAMCO Off -Ridge Roof Vent with Battle 26 Vs. static roofyontilator Mth Integrated battle 0910912026 yvs Yes NIA NyA I 4 TAMGO Round Top 011pRidge Vent with Saft for Tile 26 Va. static rocti'ventlator with beffle 09M/2026 Yes Yes NIA N/A - Flo ricla De partment of Business & Professional Regulation page I of I Florida Department of Business & Professional Rogu lation P.a. I .f 3 Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business and Professional Regulation Building Codes and Standards lr=21 Sui Idi ng Codes and Standards VV2021 Building Codes and Standards 3rJ2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail PrOdUCt Approval Application Detail Product Approval Application Detail U) - � Wa .1 Ima � V I NE - � M lwr&i _ __ §ft-,ffi�- � _ t�' . " Cod. Up. Version R­i.icr 2020 Manufacturer Lornaro. Entity or Im core Date Pending Contact Enter- & L,,-,, Validated By vand,acial subinuff.ol F8C A,p,e,l Katrina Jolley J... L Rinstner, PEL Steven IV. Qri�ft, PC 11=2021) 1 1)�312020 llngJ2020 Owe Actu-n! status dru FBC Appr. 7y as Revialon QQA virmah Manufacturer 2020 Ronal Roofing Entmar or am Date Data Pend- 20 corw gn,i,,,, 8 U - - - Validated Sy Validated Suiturented FBC Ap,,,,l Aaacrowel 22111 Andarsaan Roble IAPM0 uniform Evaluation Gary W. Walk,, 1 QV3020 1 1 102J2020 111OU2020 Approved Code nuat Vainflon Revision 2020 Manufacturer Golval Protection Pirpeauds, LLC_ fflulty or Contact Knalaw is License Validated Dy Tim Robinson Walter A. Tilit Jr, P,E. John W, Kn Cedvich. RE me Data Dale lasindrig Valklanod Mai FEICApontyall 0910&2D20 0910812020, 1I)MIA2020 Data Approve Oralus, IV15020 Appr"d 1 (D rL#52WR31 code =%Lar = Date = Date Status Category! Rooting (501i963-6163 PE-31242 f717� 317-8454 Category: Recite (801)380-6091 selloog LLC, (206) 854-0160 catoViny! Shutters (954) 613s-7545 PE-44167 (S54) 772-0224 1 . _j lyp Version Manufacturer Contia Engineer & �Lyllclatecl By Validated Submitted Pending. Aggroved Approved _ . License John W 1012812020 1(112212020 FBC 1211512020 S.hCat Vary: Rotting A,a.-I.a that Are, an Integral-Parofthe Roofing System Coniplianc.M.thad:EvWuationftpodfFome k.1h,yelomarootorn 8.1,C0.9cry! R.Ing Ties C.unpll.h. Method: Evaluation Report fr.. . RoUnAndersonlilbonalLo . Subcategory! Storm Panels Compliusnes, lureffie,C Evaluation Report tom a t1.".tar,..&PPanr. m Maury,Alpert, Category: Roofing S954233133OSmalpert@polygla�-oom Robert Nieminen Knezevich, PE T11-Roxyll, Florida Registered Architect or a Licen sed Florida Prod.at Evaluation Enilly I . Florid. Resistanad Architect or a U.ara.d Rondo Professional Enonee, Subcategory: Underlayments RE-59166 (954) 772-6224 11/01f2020 FL#17X -R6 P"Lls P,cfas,wnal Engineer I I I I I I � I I I I � - I I L Funrigalia-ittzprookht. I Quaft Assurance Araprove4forUse Anwervildl for Use Walter 291201 - FIL4115976AAAckhaduti I , I 1-1 I I o I 11 I I I I - L I I I I I L - I I ­­ I I I I I I L ''I I I L I I I I I I - Compliance Method: 11 I I I Eta P,ecjud Model. th.arb,ir or Me- product Desoretion ,ru,at jiminatmra VA, is, Hv"z Ouirsida, HVHZ 111.0.1-1 P,,,,,, Apprantedsarluse Apz-,l far J, meact Deal - E Evaluation Reportfrom a- # Product Model, Nusurbar or NarrQ Quality Assureurso App..d for Use Artgrowd fQr Use lanodupt rhiscritsticni ranturnot E-natera Data In KVHZ Oral,ld, HY impact Deso Reslahmat porssury 16 Sasany - Shake, Slate, Country slare, Split 01 d English Thatch damp impact Rat F'.fils - Den-, CO 12IZ112020 No Yes NIA NJA At" Product Modal, Numborear Narn* Product Description C,QualitrAssurarrea I., HVHZ Outside HVHZ Resistant Pr,, - a Florida Registered I D,alk-Airl DA-4 or TRI-Batill lo-k-A, DA-4 Lee, P'.fil" p.lypmpyl ... Plauttic, R..fV-t 12110A2025 No Yes ". .0.61,97.6 1 T Smons, $00 -slate. Shake t.amip; Split Shake Rat Prefil. -ateclit- CA 1213112020 No Yes NIA NIA 1 20 Gage Gelventearl Steel Storm PansI,VKVHZ CoTugauld Galvanized St"I Storm Panels retained 1213V=3 Yes Yes Y. NrA Architect or a Licensed MacharioallyAtt.eh.cl to Plyadc.d Deck, a 15 Saxony WO - State ShAus &..p:SpIii Shake Sauscsy 700 - Shake State Aamip: Split Shake Flat PnafiL - Rialto, CA I?J31,2020 No Yes NIA N)A Flat Pronle, - Stockton, CA 11SU2020 No Yes NAN N)A 2 24 Gage Galvanized Steel St- P.elaiNHVHZ ., nor by tracks to provide hurricane pr.ta.ti-L 12ZU2823 Corrugated Galvanized Steel Storm Panels retained NO Y. Yes NIA a) Florida Professional 20 27 Saxony TOO- Shake, State &.mp; Split Snake Tal., Cap ... �Bsurorlan. Flat Profile - Mail., CA l2Ojr2 20 No Yes WA NJA High Pirtle - Katy, 7X 1 213 ,2020 No Yes NIA NJA ornot bytracirs to provide hufficante protection 1 (3) Engineer FL#526"31 Products 28 Vil. L- Profile - Katy, TX 1213112020 No Yes WA N)A = 2UW1y&%R20W_e 61mand-wUla 6anywo-ulat itm= Deal : Z U) Lea Product Model, Nurnberr or Nam , Product Descrig[W Contract EWiradgn in HVHZ Outside H Resistant Pressure -A Dist. 1 PolyglAss Roof Underlayments Rearing underayments 1012112022 No Yes N/A 4NIAI-622.6 IM 1 2 Polyglass Roof Underlayments lffVHZ) Polyglass Root Underlayrrhents (non-HVHZ) I Potyglass roof unclerlaym ents for use Im FIBC 12J2312023 Yes IN 0 HVHZ jurisalclons. Polygaiss roof Underlaym ents, for use in 1212W2023 No Yes FBC non-HVHZ jurisdictlons. NVA NIA WA -WAI-622�5 � M > 0 Polyglass Roof Undertayments Polyglass for in FBC, 12123r2O23 Yes No NIA N/A Florida Department of Business& Professional Regulation Page I or 1 Florida Department of Business & Professional Regulation P.D. I Oi Florida Department of Business & Professional Regulation Pagel oil L_ 1 (HVHZ) roof unterlaym ems use HVHZ jurisdiction.. Building Codes and Standards V25tZ022 Building Codes and Standards VV2021 Building Codes and Standards W121)21 > 5- 2 Polyglass Root Undertayments (non-HVHZ) Polyglass roof underlaym erits, for use 0 1212=023 No Yes FBO,nw;-HVHZjurIsdIcrhom;. WA -NIAI-622,6 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail o- I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaym ents for useln F5C12(2W023 Yes No HVHZ jurisdictions. NJA NIA 0 < n '_ i" , ffi - ` " 'Lg, '� y - ' � 1, " �' � t � " 0"', , ft, , sm�"_ WEI` MIMS, M-11,110001"WHOR, MR, , a , 1, 0�0_ a '. ft-1111-00111 MIN �&,-�,lL�,v�,�,7Fl,;47i�A-§-, *&I 5 _0000, W.-tantwIlassm- 1111 �'*' m.c 2 Polygla%% Root Undedayments (non-HVHZ) PolyglaVs roof uncerlaym ants, for use in IX2312023 No Yes FaC non.HVHZ jurisdictions. N/A +NIAI-622.6 . ­___ Code Version � '4 , MWAK' Manufacture , , J�� L . - I '� - - ­­ I Entity o 21ta Data Dow Pending Contact Engineer & License Validated Validated Submitted FBICApproval . - " , '_ 2a Approved Stanu a Tye. code Yinsip" Manufacturer -QM Entity or 29f 242 care Fatrullon 29t Contact slain ... Is Lio .... V.11twitall ft V,Iid,t,V Subrafthad FBC A,w,V,l A,-,d Stral.r. Code Intity Q Contact Data Date cars Perldinig Validated FBC ki Cato Aunroved L. -4--all I Polyglass Roof Underia yments (HVHZ) Pollyglasi roof ohdardaym ants for use in FBC 112123)2023 Yes No WA NI/A TvP* Revision 2020 All American Shutters and Glass Mks Barbieri Frank L. Ben mardo, RE Troy Bishop, RE. 10128/'2020 1011!5�2020 1 1 iD5/20A 12115=20 Approved Revision 2020 Alpha Glued L-na ICC Fv.u.ten S-lo.. LLC Wrikan M. Ranied, PE 102112020 lW2)2020 IWU2021) 111135�21= Apprevitc! T­ V-1- R.,A.l.il 2020 u1junpanchurAir Commercial Concoate Producls,linc. E,W,,,, & lugernis, Validated Bar RobeinGillis Samuel A. GrearrVc John Hoy rg submitted Aami 12/1612020 1 ?J1 6120 20 1212SV2020 Status ding NBC Appr. 0 2 Polyglass Roof Underlayments (non-HVHZ) HVHZ iud9didiwaSL Poilyglass roof underlayments, for use in IMM023 No Yes NIA -WAI-622�6 CatersiOnir, Shutters Sul)Category� Storm Panels (WI) 71 2.9882 PE-0046549 (954) 947-MBO mikeegallamericanshutte, Category: Structurai Components Subcategory: Truss Rat- (3jl) 710-3377 l407) 581--1917 aleeds@sViraft-nn category: structuyal Components Subcategory: Products Introduced a, a Rmit ol , (41 3) g59-=7 PE-34245 05Z 5"-5311 pr?,sst9ador@yrh­m =3 FBC m,m-HVHZj0sdictpru;. Compliance Method: Evaluation Report from a Architect Florida racon" Compliance Mdh.d. Evaluation Rerp.rt it- . Product Evaluation Entity NwTachnology _0 Florida Registered wa Licensed Professional Engineer I I - I I I I I FL#ISSM7 L I isswincur I I I - I I I I � I I I I Compliance Method: Evaluation ftpod from a Ftceld. R,gkiaredl Architect or . U-nead Florida Prcir-aseal En4n., 0 I I I "I 11 I I -riodu I I ­_ L I L L , - I I I I 1, �_� I I 11 I L I I I I I I - I 1 I 11 I I I I Q.WKVA--.* Appro,ad fiar Use Also-4f,arl.tia, I,p,t RMW � I I I �11 I I I I I I I 11 I L_ QuallivAs-ra " Aimirovedforthte ApprovedircrUs impact Dalkon $"# Isr.durtM2,14I.NutmeslorNarn Product Das�rlpllgn Conn."t E.0"I" Data In HVHZ Outside HVHZ R.ansterst Pressure FLMIT441rilaroduct , , I I L IL I I I I L I I I I I I I I I Sao 9 Prodwelt Model, Number or Nam a Product Description Contract Expire Mitatia In HVHZ Outside HVHZ Resistant Pressure I 17W BCG/AoI., Higher strength [H &surp. S� Metal Connector Plate 17J31OC24 Yes Yes 141A NIA Quality Assurance Arsonsived fix Use A .... vad far us, hureact Deal- a - I 24ga Galvanized Steel Storm Panels ,2�ga Galvanized Steel Storm Panels 12J3U2022 yes, Yes Yes NIA 2 TW 80GIAlpioa Hinge Plate Metal Connector Plate i2Wr2024 yes Yes NIA NIA Sao 9 Product Model. Mumberor NAM Product Description contract Excitation Pat In HVHZ Outside HV Resistant Pressure < 3 ITVV BOGIA101tre TWIOX Metal Connector Plate i 2Jal/2024 Yes Yes N/A ,VA I Quality Precast or Commercial Concrete Products Protest and Prestressed Concrete Lintels 05125/2024 No Yes NIA NA 4 ITIN BCGIAlpine Wive Metal Connector plate i2r,M�2024 Yes Yes N^ VVA a) U) -4--a M I 0 M =:3 < Q_ Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 eF2 3W' ,023 Florida Deportment of Business &Professional Regulation Building Codes and Standards Page I aft V141202N Florida Department of Business & Professional Regulation Pagel 02 Building Codes and Standards 921112021 -0 iii.- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 " . L - I I . � . I - . _. , L- . , - � - I I - 11 Cad. Entity or 291 IWI Date Pending 29k _ Code Onfity or Zu Date Date Pending I Dal. 201 Entity or R& 20 Date Peri 20 L. LU C Type V ... les, fal-fiset.n. conlact Eright- A uceme Validated By Validated Submitted FBC Approval Approved status im Viarshn Maeurpuplynar Contest Snairuner & U ... a, Validated By Vall"ird suramitted FOC A,wansl A,-v,d ZAa MYR, Version Manufacturer C,,t,.l E-Inver A. urgairs. V,Ild,t,d Sar vaijkluded $,brinaltud FBC A,e,,M Apargarat 9" M C R.,Asi- 2020 Mrrek in., Ca.g.or:8tructural C.rnp.arta 04n Walden ICC E-v.l..ti.n Service, LLC vCC F,unjsnl.n Service, 01103/2023 1952) 898-8835 LLCL 1 2,2012(322 CIA0312023 APPI-d Rovison 2020 wqy�rltaenu,aur Categ.ry; Strad-1 Ccarrip-nis sob Bed,ft ICC Evaluation service, LLC Iran Laurie. P.S. 02102)2021 WhV2020 (253) 9244470 (608) 8304268 02JO3W21 Approved A11-11wi �020 Alpha Aluminum, his, castagrary: P...I Walls Jose alive Lurs R. Lomas Steven M. War. PF 111IW2020 IV160020 1 V2012021) Approved . f407t 509-2008 PE-62514 (717) 317-8454 < 0) SulaCdogoryu Truss Peres ­)dw�@mii.torq �205) 5%-9800 Subcadegsuy; Engineered Lumber Compliance Method: Evaluation Reportfrom Robe,te.10,00weyesh. ausau.... Subcategory: Soffits .1pia.l.mor-Inngw1h. Z Complianop Method: Evoluarm Report from a Product E.I.O. FItay I a Product eval-bon Entity I I � Canniplainst, Method: Evshu.tiorl Report 110M a Flord. Registered Architect or . Licensed Pont. .com 7 2- __j F 1,4210,1664rodalon; L I I I 11 - . I I I L I I I I I I I _ " FLffb'2Zj1_jj0X&ug4 , , _ "" , - I I - I - I - � I I I 11 I - . I I "I I I I'll, L I - I -1 � -11 Pro'e5sonal Engineer I "I I I I L I L I I I M,11trA ....... Acas-dicartil, Aho-d for Us, honaact Deal- Quality Assurarra; Appreyod IV the Approy" lot Use Impact Xsedws F1.066,44-WArod" I I I 1, I I , I 11 I I I I I I I I I I $--A P,.,dW Mod,L Nuartivir or Nang, P,,d,ct Description in HWZ Ouiteld, HVH Repairg.ag lars'.0re, Ue 9 Fivuluut Model, Numberer Nacre Pre,duet 0-ristion 06ntr,act Expiration Dal, 1, HYRZ oiat.N. HV Resistant Pressure Caurality Assurance Approwd foir Use Approved for Use impact Deslan _j 1 M18AHS I 6 ga high strength truss connector plate 12131/2024 Yes Yes HfA NJA I 11,11-11- LVL Laminated Veneer Lumber 0313112023 No Y . NIA NIA 2111.9 larodust Model- Number or Wine Producer Des-dian C.mraca E-ratles Data in 14VHZ Outside KV assistant Pressure 0- 2 M1sSHS I$ gi super high strength truss connector plate 12MV2024 Yes You NIA N/A 2 Panels. PSL Parallel Straind Lumber 0313i,2423 No Yes WA N/A I Apha Aturtnurn Build Barrup: Vented Aluminum 00MV Alpha AluminumSolad damp; Vented Aluminum ffv=023 No Yes No NIA 3 ral is is Va. trass ...a.dirpl.t. l2f=2024 Y. Yes WA NJA a 4 TimeerStrand LS1. TJ Rim Board Laminated Strand Lumber OU31)2023 No, Yes Sir.ct.ral Composite, Lumber w Ckienl.d Brand 031�1,7023 No Y. NIA N/A NIA NIA 'I CMU &aml wood L SofW CMIJ &ampr Wood . SHEET NO. 4 MT18HS 18 Vs. high strength truss connector pate 12131r2024 Yes Yes NIA NIA 5 20 high r"S 12?31)2024 Yes Y.� NIA I'VA board RIM Board MT204,9 Va, 9trailgli, ochroolor plate 5 W�sywhaausa(Rlnaa Board oriented Strand Board Rim Board 0SMIJ2023 1,10 Y. NIA N/A 6 7 T1.18, MT18 TL"r M"' 18 gs. trua. ocn-r., sales 12131*024 20 g.. its. con-ot-ost,, 12131=24 Yes Yes yea Yes NIA NIA NIA NIA 1 I I March 6, 2023 A 1.1 1 _. - N Florida Department of Business & Professional Regulation heel .f 2 Florida Departinent of Business & Professional Regulation Pepsi lent Flodda Deparimerit Gf Business & Professional Regulation Pepsi on Florida Department of Business & Professional Regulation Papa 1d1 'c Building Codes and Standards etyma oa Building Codes sod Standards ena2m2 BUitling Coda and Stioidards ana2a22 Building Codes and StervI 0MGM2 C6 V Product Appr val Application Detsil Product Approval Application Debit Product Approvai Application Detan Product Approval Application Detail O . , � > , ,. � r ,� a .. .��y �. _. ate ��� �� w . .,v <. e � ., �. �,'�i�mra9k' - .. . /t� 21i! sofas gins t' m DowAselaa RI, cad. 1.8w. Ded. yak Daeepluld oft. r=aft,r 24! Deb DehP.nina DAP Goes eEo too Rft am DobPaoaan pig � Q. 0 L T Wmon msd*Awo COMM4t finpimrrAligm. VNdNWax VddaW Sub.Wtbbtl F9CAeerwil AnaroNtly TM canon Msaubatuar CaMaat 6ednrariLiaanpe WlexfWar WIdsNO $uhMr F9CAberwal Aoerewd TjI: 111 Aen Yanuialunr CoMsal indMarAli4rMe Wldrirdar Wli auymtq FYCAaprpWl Appamid lo"pF$ BONN 1Ynbn MmuhaWnr CaAlaat aedrpilJwrea W1161ndar WN4N FYCAoswal Ae�r - Atlrnreon 2020ft PoNa Corpaptbn Joe Hayden 8aag Wlnupwprq boar James LBuckner, P:E-� OA14M2020- OTl14M2020 Q7C40121120 Appraletl ANrmatlon 202s Pe3e COrpoNdldn Jai Hoyden SeMl Wltddwand Door. T.E.TELund. O7n4(1D20 07/1412020 07l22/2020 Approved tkxn 20'A P n ale CorPoratlp Hayden WI ne L P.E. Joe yden BsnrO ndawgM Deer derma Buckner, � 07M14120M OV1412020 07t20(2020 _ Apprm.tl Allr flan. 2020 A 0T114t2020 07114f2020 0712212020 m PellpCorporo0p,: Joe Hoyden Bents Yvenen.9cheCrar TA. Lunn, PE, LLC. Approved. CaNpay-Meadows Rpbmsn Alpnu4letusr01soCl.Hdn CBUC2c Engineering 00ol Windows Roomson MenuloaaosrAsochNon (551)e254465 COMPer.. Wlndowp Robineon ManulabanerAtsoeiatlrr CBUCK EnglnaeMlg CdaaWy: WMclati Rdbalan PE-44135 (551)6264 S5 +� U) }a \.J Al.b6s awy: Shole, Mop 0341)621-MO (561)4114W aubCeYper. single Hung X41)1214 M SueCNpslR Fbad (641)6214aw (361)4g14W27 aabCrpory: Filled (641)021-am � ICUv, Comphsnk MONwp: CerMlatlon Mark or Ustlry) psOeprodnN4apPtowl®pe Ile.com Cemphi n w Uw1 d: COMkOon Mork or UlOng pNhpmedudeppmolope - ileadm Cempgaewo Mahnd: Gs Us* a, Mork or UsUng pellopro0u0hDProml�e Ile.cem CanP6anoe Marhed: Evefuag4n Report froma pplhpncdudpRProslggr7e FloddaRaglermd ArchINct-Lldenes Florida IILWM1 " CU (n - Prpleeplonpl Englnp4r F 1a1e21a.R4 PwiWs: LO L CU DNA Pradmtlldd.Numrh wWr ILr11lr.Asutere Assigned Frdse Ossdafen cabowe.,irwi.e Dsb In For N1lN2 Use AeemvreiMUps CuWis RWRZ llegam ByigYgj 2e90 PAM..IY� �gj Prdud Model. Number W News 9otgalAYlma r 1 CbarreExdmtien Deb aIIer-ef Far Na in NYN2 agil�i7eYaa 9u1M1HWN2 lmgbd Dodo PA*ibmt Pit $IaE Pnel" Mold. Numhr WK*ft 9imtlhtArimoa ProdreDweedwan Cexmetgxe4elNn Dar Aeraee4 re. ue. Spppp�,Uep In NVH! Gull HIM lmaem Realism GfWO PA.", OOMANlrenw Aevarl ran Use AoglmMrs Use mil. min O >✓L � O ,pQa 1 ag¢ Pmdud Model, Number Prods-ongyriotipn Cewnet E.Ol Bea D4* 'm NVH2 CubYo HYH2 RWWWI P'"'A � 1 r 1 2 Sods 10120 Non Pankow rooSIngie Hung %W Single Rog Window W x 72') 091712027 No Vs Na +60,LM 1 Pens 10 Berk. 81MOW Hung Mew SrxOr Mnyl Nonknpset Single Hung WbWm 06122=12 NO Yes "a +QL0 2 awit 100 Side 1=0 MAY! Sued window (W x M OVI& 22 Wry16Nd WntlY2023 VMS No No Yee Yee No No +26r-26 Wfledw 1 OE12N2031 Yee Ys Na WA. O LLB Sell.1020 HIM Farrormonw Bingb Hung W" High Porlormana Singh HungTWtn 05MI02027 NO Yes No +60L60 2 Pey lO Sens 81ngle Hung Wunder 54' x WMrryl NendmpW Singh. Hung Window O71pN= NO Yes No +45145 3 dw,(1W x64•) OFM&2022 No Yes No +2 105wNs HwSafted 1064dee 112- FIN% Fbad YAMclo�o -6-F CU ICU O Sol"1N20 angle Hung Comp elIN Vr x65-11r) Mr" Sigh Hung Tdoo Conocelte(1Or.721) OUNIH2O27 No Ys Ni. +4%-40 a 4 Ped, 10 Swiss; Singh Hung Wra w peso 10 Hung Window. 54' x6r Vinyl Non-Inpoce Single wag widow 0110 012022 49'x7$` Wryl NPnhnpeat Singh Window OTMIM202 No No yes Yn ND No SWIM& 1a(20 Wye Fled Window (11160') "- O `v 4 0002W027 NO Ys ND Saris Slnih Hung 5 NOnlmpsot Window ®2212022 No Yee N. +66W6 FLONe4Ala Pmaiar •.�/� O (ale, 5 $ads l(V20 Sire'. Hurl Weryi Single Hung Tnpe ganpsits i15r r 53-5`) MOM? Np Vs No +36136 +38'-35 E Peso 10 Beris Single. Hung Window. 30'x Or Mnyl Bogle Hung Wry NmImpedi Singh Window 07KI90022 No Yee N1 +BONED , -- O � a. go" logo aingre Hurl W" Slrgla Hung livn Campoalb(36.e`x 1111•57 W1802C27 Yes, No '+3gFsg. T. Pees 10 Swiss Singh Huai Window 347 x73' Hung Non•ImpedBhgleHung 10MTe2023 No Yen No +p9.Sp Aserord Or Ume Aenrersd rr llr � golden L �{,/ L Sos10120Single HUrg Nky1.91nghe Hung lion Comps2e(7r)c siS').: No Pek 108whoo 01MOW Hu Mg Window 62.1W x M'Mno Window. � PrdktMdd.Nurmhar arNasr Caurost6ieiraihn Deb f"NLHi CuYMo HYHt j�gj $ (%) 'CD 'A��a T S 9adN 10M2081n1le NU,8 so we, 10M20 Single slung. Mr"8legle NungTHplpCAmpsltf(10p'r50.6') 0&18I20?7 Mail Single H ung Window(4r x72') OG1712027 Np No Yey Yes No No +3&36 31T-30 P Ld/isS:R�roalwb ,.P ., .. .. .: .. ..: , 1 eery 10120 Nmyl Sid Wnnor VW x TWl DTM$M024 No Y45 Nh +2R46- v, O �V I7t 4- Q W 0N73i2027 No Yk.. W +8513a .. 2 $errs 1020' MNA tined Winow (1OS x 04'). 07(7N2074 No Ys. No +27Y.1! 10. $Ms 10126 Singlp HUrg Mr" Single Nung Wlntlpe (4r x 6&1MP) 06(10Y2027 NO Yes No +3y.36 lemgOLAYl000• Anrxavd Far Us, App ydg Jmp10 g 9 Berle ti0R0. Mr"Fsrpd WlMow (00•xe0'}, 07n57024 Sip Ys. M1 +60Fa0: Q SON 1920 SIngle.Hung VIEW Single Hung Wlridew lee' x 5O.112'): �� ,, � Yudd.Nuntrr arNrw' Cekob rnee r..hn Dab 1n111 buYidi'm Rosbft( .� 11 12 Swiss lam single Hung $erns 10120 Singh Hurl May! Single Hung Wlndow(4r x84') 0&1702027 %"Single Hung Window (3r 07) MUMMY No No . yes. Yes No No +351J0, +35416 1 Pak 10 ands. Singh Hung Wrdaw 36-x a0' Vinyl Nonlmpent Single Hung;YA w 0812212023 No Yes No -r-40140 13 Sow 10120 Sirgis Hung VWrA Single Hung TWln Compopllikil SW) OSM28M2027 No yesNr +3N 46 2 Pete 10 Series Singh Hung W r4ow: 54-x $IT Will Nod -limped Single Huns While. - OS(OBM202a No - Yes sus +451.45 14 16 Series 10120SireleNurg able. l0@O SiIgle Hung Myl8lgle Hung loll CGmpahe(8O b'x83:6y O6M21M2027 Mnylshple Hung. ll.ln Oompotde(95:5' x 72') ON1712027 No No yes YN eta No +26 +301yy a 4 Palo 709arW single Hung unntrow g Pete lO Berk. Single Hung Wlndor 54`x63'Vinyi Nbn•1mead Shah Hung mdour ONW2020 3W x 6r Mnyl NwAmpeot Single Hung Window DO M= NO NO Yes Yee No +6C4.60 No +SN,66 16 SWIM 10M20 Single Hung W" eirgia Hung Twin Compooft(72'x 77) OSM&2027 No Yes No +401.40 5 PeNs 10 Berk* Single Ling Wndow 62-if6'xev Will Non -Impel shpls;Hung Window 10/17=3 No Yes Me +80)B0 17 8arNs 10ROShgd Hung Wlryl Find WNi Single Hung Flankers(10T x72') ICAMM021 No Yes Pin +30630 FLaH365:R13 Pftdym ..- . Product Niel. Number at Nwr SoOkAUMMoa Nominees ►nil 111eeeddiM in ftr (11 Lla A outside HWNZ lmmo wpm 2Mi= 1 13) Sens rThermselar or Enopmpp6s erAgnO Mien Pprlormenoo Sng* Hung Wryl Hugh Pirbrmen(lb SIMON Nog (42'K72) W1712027 Sid Ys No +501DO 2 1s08onw orTi-mselaror Enompos arA-1 High Ya"High Wrbmpno aingbHung T.1, 0BM2iml? No Ys No +60u50 pomrmonk SIVia" CCmpdeli a ur X e'J•1w) 8 191 Swiss rTnamaehrarEnemnpes rAversSmO* 4h".Single Hung THph Compasho(10a• r:721) MI7b12027 No YesNo +401.40 Hung 4 iso series rThxmal or EnpompeN mAvamlSigle.. Mr" ONVIP Hung Triple Compmhe(10r XS&r) W2392027 No Yee No +3545 - How Florida Depa[hnentof Business & Professional Regulation %pi of i Florida Deperbnent of Business & Professional Reg(Nstion Pees 1 da Flodda Department of Business & Professional Regulation Pile 1r2 Building Codes and Standards w1QX22 Building Codes and Standards 1110=2 Building Codes and Standards e110022 Product Approval Application Data. Product Approval Appgca4on Detea Product Approval Application Detsl7 Code Case, DOOR Dow. Dsr 0"s., gets OCAA05 €45hL .fir o m Dail Para m 9!S_s Sore Deb Oak RSY pananw go Tie Wwhs Noov".mr FnditW&likrweyaiwo der VAK"d a mi d FOCAeer*,W Aearowd $Oka ?Sol! Rita Ksm k iumr � fisdn.rai2kke Wlikbdgr. V*uaira sdra'r(�1 FSCAeerawl A4nom awn Do Wmion NOM"urer eq." firrosxt A likes WHMbd gr I WI&M nisi FMCAoerard Anpr rl gYhw Jd imwdW tam Pelb CWpawm Joe Hayden Space WIMIOW and Dper dams L Auckrdr, P.E. 07MV 0M 07114QC20 O7l2O(2a20 Applawd Aftrme6pn 20M Pole Capofsd n Jos 11ydan.8ena1 Ifft ee W. Simper, P.E. T:E. W role PE, LLC 07f74M= 07114M4020 o7norJ020 APpro,44 Almdelbn 20M PPIy cv poreyen Joe Hoyden Ssndl Wlndorand (leer Dims L Buckner, P.E, a 07M412021) 0711412020 0712CI2020 Approved CarporlFWlndows Retained, MoU$eaaerANpoleihn CBUCK Engireadrp Cakill Verde" Robinson PE-0135 (6O1)g26-0466 Cstpay. Exierbr Doors: Wilneon ManuhaanorASNalatlon C9UCKEnglneeing 8ubCshaerr. HorbanLslallaff P41182140® (561)4914W27 auIsCologrl HaEarrmlSlldor (641).Ml-d= aubCdosryo 6OMrg: SesrlarpoorAsmwOw (5411r21-Bw6 (Wl)4914927 42"No.k Nothed. Cerwmtb, Mrkor Us ing. pailsProducleppraaa4111pe Co mplrrk Mdind: E dsh.atk n Repxl from a pslepududepPrOMOPO Dampowass MaihO& Mr"Won Mark or Lsting PeOePradrptapPNw'�Pe - Ile.aom Florida R4glaxeW A anniolra Licensed Panda II81.00m - IWO" ',. J olkALUUM Ape ed R.U- , A,,,,dlWU, _. 1g1= ::, gulag. - p ,. Riolrslan.l Enelnear ;:. ; , , 9W(D[6WpOr! Alloos a rXAM 'Awareness rr ur imom Model ..,. g EM d Model. Member at Nams FrodusuDingdatil cadrNkfirekalen aft In NYN7. Chasms Will j omiygg( sall - ONIItrAkwvnk AerNmd rr Use A.rauei far UN Mom Ala Prier YdeL Number or :CbdnrtfixelratkpDrb r"HUNx QU1!ld8.t0fllL 9LtlfiDt laJseell� 1 - 6rlee 10120811dhip INIndins tiinyl 511dig WlrrdowCOX or XD. 73102'x00') 031270028 N0 Yes N. +3W-30 an# PrdslMdoLNrwbw:erNarns PratlslDesddlai Celklrek Exehalhn Deb 7nNVtli Webb HWIIZ IY.Ia1Ni fl"" 1 Swiss 100=(S SWIM Glue Door. - Vhry12414nel'OrElldho OTsa Door (W xW) 11410=1 No. Yee Sid +R61.45 - - 2 Serhs101200ilding WkdPp. MVS.Odhg Me- COX an X3. 73012'x39') OW244023 No Yes Nl +3y.36. 1 Sins 10 Sprung Window $010 lO Wlyd"Nal Siklrg WlndW& OBr26ROs7 No-: Ys ND NIA 2 Swiss; 1WROM6 sidingGhs Door Wye Single Pill Find AO` Door(Sklellh, 34•1IWIV 06M28M2C22 No Yk No. +36ks6 a Sos 1d20 Wldng Wh7daw VIV 511Yng YWrdow (XCX'110rx goy 03=023 No Vas NO +31111@0 .81-Ur) 4 Spoil 10R0911UIng WFdpw Mryl sedhg Wde.(XGX, IWX Sly') 031271202S NO Yee IW +SM35 a earls 100025 elking Glen Dow Wye 24%mof lox, Slldire as" DOW(Tr x tar) 1pr092021 Na. Ys. Ne +36.Ta 4 $ons 1WOM Shiding Ole" Door VIVIII PWW Fkhd'C'Dar(SkbIIN,:47.19. 03(2502022 06.1M2� No Yn Ns ,+251A OkUMrArrrr Aeraved for Use Amem and Ir Use ImgMM B"i- _. �a Prdod MdA llueNr er Nrrr Pkedeat0.rddian Cedrak6xekMkb Dar MHWHZ Dubide HWNZ Mdsbn Mr ui - 1 Sans 180 or Ergompes rAvenOSidling plena Door VIM1124ynol'Or Silesia(EM Door lef,%P x la(2412061 N6 YES Non +25.25 a&1M2') 2 Swim 130 or EncompwaAwml811di g Glass Door Vlryl aNit porol Fleed ro` DoW We e10e, 3&12 x OW16=1 NO Ys Me +401'40 $ 8edr 10o W Erccw PW orAwf)SlkJkr ok- Door MniA 24Ppn.1'Or SlidiN Claw Door(7Y s321 OSM&2022 me yes No *36h% 4 eris 1so or EttomPass rAv4ndalldhig GWi Door WIN 19Nis Panel Fixed 10' over(BYNRW 47-IRx 0211612102 No YEN ill +760,5 ern . ,lLYNM.R14 Probdii 4hrlHe Ararrb Abravd for Us, UAoelerd for Us blow gpyigg ,. -_ Ala Pralu tMdd.NumhrarNams ,. 1, livid GueskisHVNZ JRojififtpt .per t� d '® 1 Serfs 180 or Endlmpess rAventiSltdhV Gkss Door 'virel 24Vmel'or Slhlrp asks Dan,@wirrx ONW2031 N Yes. 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March 6, 2023 PA 1 2 ■ Slmpson Strong-Tfe 2020 FBC Approved Products U dated f2f30/2020 P .. �� SImp30n Strong Tle 2020 FBG Approved Products U d red 12/3 02Q P a Oft ' - � Slmpson Strong Tie 2020 FBC Approved Products U at dt 1202tl Pd e 2l30 P - Slmpson Strong Tle 2020 FBC Approved Products Udated t2l30/2020 P M, , Fa direct forks to all SSt approvals Xstad belovd, CL3C{f HCRE _ F. diectXn toaI155Ta rov Isliste elovu CLICK HERE. r For r ks PP a d b. «„ ordir d Fnk t all STa r "alsNsle belovd CLICK MERE.. F e t s o 5 pp dv.. d., 't " I 'st d eovu CLICK HE E. Far dirge links to all SST approve S M e p 1 , � Ft m e e H R i n i F rdas 6tatewitl o uctfl royal: tern `d Miami-0ade.Caunf Notic of A ce to ce: NO. :. CLICK E. E. Faladd tlo al rttormaucn re ardor Ior a Pr d S an n A). 9 ...5 Pp _. YS y p (... t r, .a ar:' tllbna Inf m flan rdm Fldridas S[atewitle Produc A ova1S em an" MNaar ➢adeCou t Noticeor coetanc NO. CLtCKHC E F ad t I or rea d n A a a yst p. (... A). 9 g :, PP. .. 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PA 1.3 rCIO y cl) 00 4 CD (rHD37834RC, TWD50934RC) Titers HD Threaded Rod Coupler for countersunk head. 3 4 A W4BRZ ABW66Z ABW66RZ ABW7-7 AdjustablePost.f3ase 10 MEl'Al2 M TA16 MEfA18 ME-rA20 MEfA24 META40 Embedded Truss Anchor � MBHA3.12l925 MBHA3.12111 25 MBHA3:5617.2a MBMA3a619.2a MBHA35iili1.25 M s nr To Flange CIO s - L S d MSTC1 4 CS16 C518 CS20, Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 2s; LSFC6 2a, SFC2.25, SFC 25, SFC6.25 Sorel Framing Connector rCL o PGTIndwitriesm Inca 1070 Tetltndlogy D ii-e Now Venice., FL 2775' ion; dome _ " sutnsi .hm been'tndewed and accepte&by 1 t ca . -o It C ontrol Seems tea A� ^W N N O Q- O 2 C .� Co 5 0 M O {U O = O 0-.0 O N CQ E O Cn � E L O Q� CU O L � .0 .= 5 V�'/J^ Q Q Q z z w J F' by u � _ s�.c:ss Ewa _ Aa x xW� Woos. c aA vy {{.. pg��¢ z .. .11116)_ �s 'ice .p� ���:...., -.. , - Ca .. -_.,. { ;. 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PA 1.4 W N a) U -�-• trI iAM• MaAMI-DADS i atNTY N O Z3 O EL O O * PRODUCT CONTROL SECTIONCast-Crete� Cast- rete I A4 L1.G USA LLC Cast -Crete U A, I.LC S� L C(3 '0 CL DEPARTMENT t7F REGULATORY A1+,�D ECONOMIC RE,SOEb1tC1+,S (iiER) ] 1805 SW 26 Sirsaiz Ra�oYn 2(i8 � . — O BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T 7 - s - 86131 ? 9ti F' (78 31S 2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEDI! NOTICE OF ACCEPTANCE: EVIDENCE Sl `BMTTED f� NOTICE OF ACCEPTANCE, EVIDENCE SUBMITTED ,,_, N U .E Ca NOTICE F ACCEPTANCE' (ivrA ww�x,mimvdade.aa�vraconatanY ROVAL JV L �06 �_.q 1. EVIDENCE SUB IUNDER PREVIOUS APP EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 $. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL :# 14-0903.03 co O U � .� O — sr• N Cast -Crete USA, LTC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS � Q' C � O St±finer l+laanda 33584 �,_ _ ,t _h f Lintel sheet 1 "Precast t and Prestressed _irz 1. Drawing 14'ar, F'1?4612 titled r s� t g� , ;; 1. Drawtn Ataa, F,D4612 tttlagd :Pra3a:ast'and PrestrEssedLtntel ilEtctrls shut 1 0 } 1. Llraaivin y 11�tr. FD4612: tttlEd �'r�E�czst' arid �'restrEsseti Lrratel.I�Et�rlXs s��Et 1 a C -- b CraigParrino P.E., dated , arch 24 2003 aandDlrawan o LT4612, t fled prepared �'t x 1 re prepared b Cr�zz(i Parrtnao 1'.L., dated March 24 2003 and .1�rrzwan(% Na, " �� - 1 dtziEti �?3!`�t/0arid l)rc�vt .�Vp. T4t�ZZ tri1Ed C€tst-Crete 46 1.�: � O •. SCOPE: ", C }" " p 7 "p. �r T ' a> through 3 3 re are C ,�f prepared "Cast -Crete 4 CY 1.2 Lama}I Safe Tables ���.1� } �.. sa a af. !I )� _ � � Lintel Safe Load Table sheets 1 titled Cast Crete 4, 6& 1 L s, t r t revision arte 6 all Lintel.Sa e Lind Tables" sheets 1 through h 3 q f3, last dated 11,2114, .—V O � L N This issued de the applicable ul dregulations governing e s construction Th NC7A is bean Iss e under h.rules andai tli u e of materials,. ' } P p], .2 3bath4­8LT4612, h � 2 t? Iasi revision #1 dated. rl :� 00 c nao �" �. dated Mara' t?_ 3 aas ao Crraa Parr , � through h � ao 3 prepared b Craig Paaa�rrntr P. dated March 24 2003 last. r p. y : s .: eared signed atac�'s°etrlEd r t ; Paarrixto P.E, o OS�1 �114r prepared, _ g 1iy C g n fA .CL —� O Co _ _ The documentation submitted has been reviewed and accepted by Miami Dade County R1R Product Control drawings signed and sealed b Craig Parratrot P. � }' revision dated March 11, 200 , all signed and sealed by Craig Parrinv, P.E., an � �+— +-. s� Cti � Cn Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS 14,fareh .� 2012. B TESTS . AHJ L Test report onflexural 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 tlrzlleclodEls, ac!trrl of (13) concrete lintel specimens, per .�iS'Thi,�-5`29: 94, prepared B. TESTS C CALCULATIONS , , Section In Miami ode County) and/or the A J in areas other than Miami Dade County) reserve then right to have ( 17 ry) to r U ( t11 ty) ,- ' t7� signed ed and rLaboratories,RE art No. 30�4� dated 04�1 03 b ' lied Research � Epp 1' t 1. None: , Calculationsfor C'asf�t�retE .Contains aorta=d l?8/.l Sr12�1 �1 pages f4.:2t11 through 1 �1.236 L f , p ge } this product or material tested. for quality assurance purposes. If this product or material fails to perform in the is 9 s p P } ,t sealed b Christopher lfarraon P. C. CALCULATIONS , prepared hyCraig .Parrino,P,E,,; signed midsealed byCraig Parrino,RE. i accepted mariner, the manufacturer will incur the expense of such testing and fire AIl1 may iuiinediately revoke, 1. None, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCVLATIONS '..:» D. QUALITY ASSURANCE _ l' o Section # product r i this acceptance, if it is determined b Miami -Dade County Product Control e scan that this .duct a material P � Y T? 7 Craig Lintels, 2 tr prepared b C a I r r Cast -Crete L rite. dated U3F�91t13 Cl es C'alcu. a aoris. o. Cos e s L } ,�' 1r ,� P p �` D. QUALITY ASSURANCE .. 1 13 �'Gt`ratn�-=l)�ade County Department of ,Regulatory triad Ecr�nc�rnae Resources (RE,t, y fails to :meet there uireme its of the applicable building code. q i pp g Parrino P.E., signed and sealed b Craii Porrina, P.E. 1. B Miami -Dade Count Department o f,Permittin Environment, nment and l2e dato A airs. i �Y f" 1 � � rY �� 2. Cala:ulatao s or Cast Crete Lintels} dated pS/29if13} 40 pages, larEpared by Crcrlg E. IMMATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply With the lligh Velocity Hurricane Pairrino P.E. signed ed aandsealed bV CraigParrino, P.E.Zone E MATERIAL CERTIFICATIONS 1; None. of the Florida Building Code. 1, None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels I . TERIAL CERTIFICATION: F. OTHER g ,� �� ,AbP'>l''I�I?'itAT� DOCUMENT: Drawing Y�o, FL?A�612, Titled "Precast and Prestressed Lintel Details", sheet l of 1, -, a 1cast EtntEls revised o la t ival oar Cast Crete �-4achrrie a�i ,Pre,r^� .l, cx c`] S e ltfia7,v r ? �' �',F. OTHER USA,Inc.,y / !q �,y Letter rYt Cast -Crete etE R1,511 .lnedated (11191.�t114` signed G•iti11, c'alEa� b Oral 1� L t frcr s } � gn s g „ , � � � t; re tired b Crai Parrino, P.E. dated March 24, �,Otl3 and Drawin No,1,T4b1.., titled Cast.. Cate 4 , 6 & 12 lei vm Cast Crete C`crr oration dated Eebru�ry �.� 2012 si toed and sealed 1. Len �` 17 ; , , g EFloridaCode, 2 Edition. h td t d 014 ca P. certifying� na Itana�e with t P"laor Building C` Parrrin ,o , 1a ,g xt Lintel Safe Load Tables", 1 Through 3 of 3, prepared by Craig Parnno, P:1},, .dated .March 24, 2DQ3, last. n u t ated2t1CJ2. Castt a ci r• tr se P d s d Zf Cast Crete till s Erna Manna n r P es Es d ro _ c � .� by Craig f"tarrtnv„ P. E.x certifying ecinrpltatrcE with the Florida $utllrtg Cade, Zfi.I (} revision dated ,Tune 12 2014, all signed and sealed by Crai Panino, P.E. on January 22, 2019, all bearing the Edition, 6• EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 17-0821.18 Miami -lade County Product Control Revision stamp with the Notice of Acceptance dumber 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 I ACT RATING: Large and Small Missile to act Resistant p L Drawing No. F,C14612, titled ""Precast and .Prestressed Lintel Details", sheet 1 of 1, A" DRAWINGS , LABELING: Each hotel shad bear a a�rnianent label with the manufacturer's name or logo and the Miami -Dade p g prepared b Craig :Parroto, P.E., dated March 24, 2003 and Drawing No. LT4612, titled P 1' J' g 1. 1Vone B. TESTS County loge. ,t >, Lintel ,, "Gist -Crete 4 , 6 12 Lintel Safe Load Tables a sheets I through 3 of j prepared by 1, b,±one; �^e .t �+t�# Citing Paarrirao} P.E:, dated lifara:la 24, 2 trt%3, last rettiS°ttin datedMarch cIZ 11 } ZOtICf. B. TESTS RENEWAL ofthisNCi A shall be considered after a renewal application has been filed and there has been no 1, 1Vorre; C. CALCULATIONS change in the applicable building coda, negatively affecting the performance of this product. B. TESTS L None. TERMINATION of this NOA will occur after the expiration date or if there leas been a revision or change in the 1, ? °ne C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS, 1, Mone^ D. QUALITY ASSURANCE , _ product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with. 1 B Afami-Dade Coun Department ra Regulatoryand Economic Resources . . �' , P ,� mi any section oftl is NOA shall be cause for termination and removal of NOA. 1. None: D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,and. followed by D. QUALITY ASSURANCE - crud Economic is Resources RER . 1. B1 ,a�fiarnr L}tada� (,a�ztraty Department of Regulatory �' ono i { 1, Nome.. .. the expiration date may be displayed. in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Afiana Dade County Building Code Compliance Office. _ be done in its entirety. E. MATERIAL CERTIFICATIONS P. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and EMATERIAL CERTIFICATIONS 1. None. 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- � shall be available for inspection at the jab site at the request of the Building Official. 1. None; Crete USA, Inc:., dated 0810a5117, signed & sealed by Craig Parrino, P.E. ca This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, F-3, E4 and � � � � �� �l `0D CD - E-5 as well as approval document mentioned above, The submitted documentation was reviewed by TTelmy A. Makar, P.E., M.S. efiny A. Makar, P.E., M.S. Pro uct Control Section Supervisor ,� elany A. Makar, :P.E., M.S. Product Control Section Supervisor elmy A. Makar, P.E., XS.. Prod act Control Section Supervisor CC C1- a C_ o NOA No. 20-0630.15' �`a NOA No. 20-0630.15 AitiA No.20 fi63il.1SCz N(lA No. 2tl-iifi3n.1S < !y ;� Miato€Coui+rrt a 1 # Expiration Date: 09/11/2023 Expiration Date: 09AV2023 Expiration Date: 0911112023 Expiration Date: 09/11/2023 0 o as Approval Bate: 08/20i2020 Approval Date: 0$J20d2020 Approval O8/2012020 Approval Date: O8/20/2020 � �+ Pagel E-1 E-2 E-3 -cc cc �® Cast -:Crete USA, LLC Cast -Crete USA. LLC NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 418-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1; ,None L Mone B. TESTS B. TESTS 1.. None: 1, Atone S C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. Xdne. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By ,tlrlu mi-Dade County Department of Regtdwory and Economic Resources (RER). L By ami-.Dade County Department cif Reg elcatory and Economic Resources (1 Eg). E. MATERIAL CERTIFICATIONS E MATERIAL CERTIFICATIONS' -�—+ 1. None: 1: Noire: N F. OTHER F. OTHER i 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- � �_ Crete US ,Inc. dated 08108117 signed sealed b CraigParrino RE t Inc., t �?. � - f Cate US rated 0810811 signed sealed b ) /r /3� ,yT # Inc.,} �}� `.. L1 V� Craig �arrA�nL.,.} .4 a&J.: co 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code} 2020 Edition, issued by Cast- � A. DRAWINGS Ora to ZI}S, Inca dated tIA/11120 signed r sealed by Craig l'ctrrinco; P. 0 L Drawing Aro, FD 612, titled "Precast and Prestressed Lintel Details 'a ,sheet 1 of � L 1, prepared by Craig Paarrino, P.E;, dated March 24, 2003 sand Drawing No. LT4612, titled "Cost -Crete 4 ", a 6" 12" Lintel Safe Load Tablas" sheets 1 0 Q through 3 of 3, prepared by Craig Parri o, RE, dated March 24, 2003, last S- 4­0 revision dated June 12, 2014 all signed and sealed by Craig Paarrirao, l'n E.,ion V January 22, 2019. B. TESTS � Q L None. L C. CALCULATIONS 1. Nine; D. QUALITY ASSURANCE J � CU M 1. By Miami -Dade County Department of Reg laataary and .l conomic Resources (REA), E. MATERIAL CERTIFICATIONS � Q L None. CL F. OTHER L Article of Conversion for a name change. � {/s"_ C 3 LU ; e my A, Makar, P.E,, M.S. Azf CY Helmy A. Makar, P.E., M.S. Q} Product Control Section Supervisor Product Control Section Supervisor Z NOA No, 20-0630.15 NOA No. 200630A Z Expiration Bate: 09/11/2023 Expiration fate: 0-9/1112,023 <t: Approval Bate: 08/20/2020 Approval Date: 08/20/20-V J E_ E_S a SHEET NO. March 6, 2023 PA 1.5 11-d—Eco Im Z TILLIT TESTING & ENGINEERING COM , PANY PPODU ZMIALUkTJON 9UP010'NO, 1Q47ZLU 2 2.2, TEST REPORTS: Large missAle impact and fatigueload tests were performed under Protocols TA$ 201, 203as per section 1626 of the Florida Building Code. Uniform static loads I%QR1KT1SAIWATI0WRXD= NO, 20,01723,01 3 1 fl-MAT-EIR L CHAIRACTERIST , , ,AN SPECIFICATJONfii; Shall be strictly in accordance with General Notes and Components indicated oii I sheaf 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WATT`RR A- TTLL7 JR, P,F, ----I- I'--.-- ,,�Q:CQ�Owlco ,_,,, " "' R C', I�­ N', ONI61119 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176., Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0911 996, #96-570 dated 0911 811996, 26, of Product Evaluation Document (P,E,D.), drawing No. 20476. PRODUCT EVALUATION REPORT 996-T30 dated 09/2011996 all three signed and sealed by Hector M. Medina, . P-E., Fenestration Testing �ab.rafory, Inc. reporls#2032 dated 04/16/1998 and # 2126 dated 10/0$11998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIQNS AND CONDITIQN$ USE� REPORT NO.: 20-0728.01 0219�01-09, dated March 4,2009,signed and sealed by Edmundo Largaespada, LOF P.E. and Henry Hattem, RE. 7�1. Shall be strictly in compliance with Geriare[Notes. 146. 1, 8 thru 14, indicated DATE: July 26� 2020 Tensile test report No. 9CM-1 97 by 00, Matalluirgical, Inc., dated March 13, 2009, on sheet I of 26, BE; well as General Notes # 1 thru 4 and I 1 thru 16, indicated � an sheet 21 1 of 26 of Product Evaluation DocurT enti(R.E.0, 1 drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. .), prepared by Tiltaw, Inc, and signed and sealed by Walter A. Tillit, Jr., P.,E, PRODUCT $US -CATEGORY. Storm Panels !_1STRILICTURALENGINEERING CALCMLAT QN_ ,t St 7.2.. Product may be installed within HIGH VELOCITY HURRICANEZONES as I On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620,2 of the Florida Building Code. PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as rnaximum anchor spacing ". design wind load and panel MANUFACTURER: GMal PloteAftaaP length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and � rqdMGJ%JJ_C, 4800 S.W. $1 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., woodfirartiestructuren. Davie, Florlda=14 dated 11103108 and 03112/15, signed and sealed -by Walter A. Tillit, Jr., RE 1. PURPOSE OF E ILLUALT-ION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., RE. (Florida License This is a Product Evaluation Report Issved by Walter A. rillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products., LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Rusiness and 4. WND LOADS RESISTANCE. �I,,%11$0101141,0,0, 11111�i� N: TIQ , Professional Regulation - _' _ - 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind I, ,��, &I'; ,­* I ...... ,,& �k L J-1 � � . - ", � � E I V S$'-, .. �1 I Ik, ., I This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel lengthshallbers indicated on sheets 8, 10, 14I 15I ----, z, I �. M . I 1; � , " - " ' 67 I S been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing lilo� 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, ,­-__-,L� �441 - _*1-------,=:!E_,_%0.. �__4 . - I-,___ S_*1;1______.2I* ,*1 -. Florida Building Code, and to verify, that the product Is for the purpose intended of least equivalent to that required by the Code. , 14,15,17,18,19,20 25 and 20 of 26� of Product Evaduatiort0ocument(P.E.0), 1: i I I.. 51Z�l ?&P-AL!5�-,. STATE OF' .­1111Fg- I '�k­., drawing No. 20-176, /I E' � '401:1 I'.., % ,�_ ;�,. �� - This Product Evaluation Report shall be subject to review arid revision in case of * .... '111,11"Z1111, N 'I A�, "I a Building Code change that may affect Its limitations and conditions §-NSTALLA 0 -TLA- fit I k to 1110 )It% Installation shall be performed strictly in accordance With details indicated on 2-,.EADEN!;E SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26�, of Product Evaluation.Document VVAT�LL D�� TILTECOADMONRIECEIRD8 A P. E. REPORT-21) IG1.09AI.PROTIECTION PROD LICTS. LLCL20 GAGS 2A. PROULJOT EVALUATIOND OC_VM (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED 5TEEL 5TQRM PANELI DRM 4 20-176'I REPORT# 20-0726.01 -ENT-t-P.E.D.)a Drawing No. 20-176, titled ",20 GAGE GALVANIZED STEEL STORM PANEI.21, indicated on sheets 8, 14,16, 25 and 26of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed arid sealed by Walter A. (RED.), drawing No. 20-176. Tillit, Jr., P�E.; dated 0712812020. This drawing Is an integral partAtAls III#,, 'k%IIIIIIIIIIIIJ01" Evaluation Report, 'pTiOtt I __ 4 -. N I ",.,4 'N"I", ?, N TQ 'N". I.. �..... 0, �,,, ',�` I'- ..... I, __ ". 10 , � , ",_ - - ..I.. moe , �1�11, ___­� - -, %,\ " S _�. I/ " r,ENS �$"'-- �I. \� �, I'-- S �_. � ­ . �_ - ­ - ­ I * . "' . S -.,-,-- __,, - - -, - - Na 44167 I, a I - - - .1 " t - - � - . .. :_ � .1 - ,_�.- 167 1 'i­ � - _��12__e/ -;;,4, '. A . : = / * . - V : .. 2 � * ,,, * Z_ . 111% 46" . = �__i_ '� 1�1' I / .61. I- I I ,1, I , .1 '. I * A - / 'r S -,:L�� STArE OF . � I',Q � J1 -1 , _� b, Alq - I'l 1:� , -,, !%'.!I 40P 1 , zt" I, .I - �,.�" - ��,, W's-1. ,�, 0�'., I13, �I",k, 0 0 R . �\ �N . � 11 11, ��­, ­0 ko 816� � 0:55 NX 36th Street, Suite 305, Miam!I Florida 33166 - phuniie: (3,05) 871-1530 _'Nr$�V' pwil - AN "" N 0� II�IEC I", 1141001moviO To N 4 k% � thlit I , . .. . /I ILI ECO iNc� I TILLIT TESTING A ENGINEERING COMPANY _ � ______________, __ "" ___ __ WACEERA. TIU13T, JR, P.& tilteoo@zLol.com PRODUCT EVALUATION —REPORT 1"�Pr U-N� 441.67 I ILC,A. Li..-N..D306719 REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEG011 Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: ralobal n 4800 S.W. 51 Street Daviei Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 6IG20-3, Method I D of the Florida Departmont of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has . , I - been verified for compliance in accordance with the 2020 Seventh Edition of the , Florida Building Code, and to verify that the product Is for the purpose intended atleast 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 affect its limitations and conditions 2, EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.DJ: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 1 6 prepared by Tilteco, lnc.� signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020.'rhis drawing is an integ,k ,J�V.t�,ofgl, Evaluation Report. 11,42� ­:..!Lz� I "' I- _,-, 4t�., �`\� ENS,--,-, I --!!� W-1 ILA, I :, 0�.�', Wntun'_, 1&ee .I - �$g,., *r ,\ I 6355 N.W� 16th Siueet� guite 305, Marnit, Florida 33166 - Phoue: (305) 811- , AW-1531 VRODUCf VVAI UAnDN-REFORT NO, 264717&2 1 2 22LITESTREPORTS: Large missile Impact load tests were performed under SSTO 12-09 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 03/11= witnessed by William R. Mehner, P.E., Boriz Moroz, RE, and Henry-Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by'Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report , No� 1 1 23.01 -1 0, dated November 23, 20 1 0, sig ned and sea led by Julio E. Gonzalez, RE Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated Marchl3;2009I, signed and sealed by FrainkGrate, P,E, as perASTM E-8 and Tensile Tastes par OC Metallurgical Report No. 11OKM-13i8, doled December 1, 2010-signed and sealed by Jerry Jaclofano, RE as per ASTM E-8. ,STRUCTURAL ENGINEERINQL� �]N .,, 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 Tilteco, Inc, dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. &MI[61511LE IMPACT RES13TAN I --' ,-CE. Large missile impact under section 1609.1.2 of,the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 I I ESISTANCE: 24 Gage Galvanized Steel Storm Panel haS been verified to,sustaln wind pressures, Maximum panel length shall be as indicated on sheets 3, 9_10, 1 1, 12 and 17 of 18 of Product Evaluation Document (RE.D.)i drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, a, 10, I 1, I � thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code complianceto work as a,non-porous storm shutter aesembly, as per SSTD 12-99 Standard. kR0IQUCTJ�VAI,UXT,1QNREI!_0_RT", 10-02Z7,02 3 1 1 5JNSTALLA—TION- Installation shall be performed striefly in accordance with details indicated on sheets 3 thm 8, 12 thru 1 8 of 18, of Product Evaluation Document (P.E.D.), drawing No.26-175. Minimum separation to glass shall be -as indicated on sheets 3,6,,13,14, 15, 16 and 18 of`18, of Product Evaluation Document (P,E_D_), drawing No. 20-175, t.MATER L CHARACTERWICS AND SPECIFICATIONS: Shall be strictlyin accordance with, General Npiesend Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.),drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of I 8, of Product Eveluatiorri Document (P.E.D.), drawing NO. 20-178- TA_WffA!*N$_���� 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 Tfiteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as definedon section 1020,2 of the Fforlda Building Code, I 7.3. Product shall only be installed into poured concrete, concrete block, and wood florne structures. Product Evaluation Report prepared by Watter-A. Tillit, Jr., RE (Florida License No. 44167) President of Tifteco, Inc. (Florida CA-0006719). WATkU D-'�TILTEr�OADMOtiRECORDUkJ'tE.REPC)RT.2C GALVANIZED STEEL S70RM PANEL k DRVIG # 20-176 % -4-0 (1) a) _c_- U) -0 — CO > (D r- 'a -a L_ a) (L) L- 0_ 0_ a 0 0 L_ = Cy) CU -4-0 0 -0 a) — a- U) . (1) "= a) -0 0 0 -0 -= _0 a 0 C= 2 5- — = -2 cD 3: co = 0 -0 -6--t ICU U_ %+- 0 — CIO > Cn ­ Co CD Cn " _4­0 Co C.. = �— M -0 "o .= _4­`t C6 ca. < I 4 Z W mi — - 11 - I 1111111111111111 GENERAL bM : . Q2LA?9NENTS FOR REGULAR & LIEE SAEETY STORM RANELS i 1/4, 2/4. 3/4, A/4, 5/5, 7/5. 8:9 IN CASE THAT PRECAST -Tame. OR PRECAST CONCRENE PAKLELS� STUCCO OR WOW SI5ARDS BE FOUND ON rHE (SC`TLE 1/2�11 VS& mg-JOWK-1w" EXISTING WALL, ANCHORS SHALL BE LONC D^JQH TO REACH THE MAIN SIRUCTURE BEHIND SUEN PAAELS_ *11011/10. 2W/10, 3W/1% 4W/10,, +6/5 CV11 1 STORM PANEL SHOWN 04 TNS� PRODUCT EVALUATION DOMAtENT (P ED) "AS BEEN VERrFTZ FOP COMPLIANCE IN ANCHORAGE SR�U BEAS MEWONED INEI�i) A14U IN 6,2)� ______,_______ . .......... ... �.-�---�,----,---�-.15,IS.a�'Tot4i,WtM),----'----'-,--L-------,--""�"-----,"--L-�-- " 1� — ACCORDANCE WITH THE n2o pth 01TIDI'D OF THE FLORIDA RUOLDINC CODE (C) -ok-pu$ltN�,-W=-,-PANI-IeLgoc-l�,%zl-,,---Ag5-�I I i - 1­1_­______ ­­15,194' (TOTAL WIDTH�­­_ _L­­­­­_,_­_" SW/10, 6W/11 & 7W/11 - I= I OnI WIND WADS $Ttk� SE PETERINNED ASPER SECTION iW-00r THE ABOVE MENrONO) - I/et TAPDON ANCH . A$ MANUFACTORED BY 1W, SUILM, INC � !.--------- ____ ­­­­ _111- ­ 12,M& (EFrEDTAs WM1N�_---------- -- ------- ---- ----____� � � ; 2r MAX ANCHORS: EPT)jR CONS SH SCHEDULE -04 SHEETS 0 & 0_ 3- MAIM '_ � _,.,__,__.___,, REFTE __ ___ - C%J � 1:OM DFUILE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACT ,URM BY ELCO CONSTRIJCTION PRODUCTS L I­__1 1­1 , ; 9 r---,-L--'-�---&,25V-------,--�.---,-.-,�-�-�- � -�- a WCCQ M 11 1� ' FOR CAN WiND SPEED AS REQUIRM Hy THE JURPiCHITION WHERE THESE SH ASWIU BE I$ AND - &14_0 PANIELVATE � __ __6 1/4 , ­­­­--- I I i I I �_I- UK, � SEE SECTRIII& ON SHEETS To & I I � I, ON. Z t%ff -_ � �1`11500` . , , ETEetI, A ITWEPTIONAUTY FAVOR 96-03!i, V501D A!ECE 1-1 0 94D SRA4 , ,U TRE,X S,C) - 1/4'0 LAC SCREWS FIER WD,S. 1 , I--, 40­" , r-,r'- I _T,�3p , ,,',,fw' . �A I ___ __ — — W SIX�W M PRESSURE "ITNOS INDAIDArEp ON SHEETS 1 THIRD 12, Ik 1�. 76, to a 20, tA I � -,I 3w­ - , "I � � � I 1� I I .,A, > 1 �,,, --113w,- ,,, 0.030, WNE THICK. " � , , f , �� 1 � " , " F ;5 , a 4 00 - -_ - , - 'Ir%',� , ­-.1-t-,­� - f CAIVANIZED STEEL -1 _K1, l' - -_ --- ______�______________r ------- _ TO VERIFY THE A00WE CONETTRON, ULTINKATE DESION WIND LUAGS DEIDRIANED PER ASM 7-16 , - 1 ,_ � --I---,-- ­ -.1-17 - I _i­_ ­111 - - ," 'I, --1---,__­_T­­,--T --- ---- ­_­­­­_r­­­,I W11- ! , , I ­­ I -,-i,-- � I , I IN on IN ORDER TO t - ' I ASIN A- 653 ,,?' I 1, , � D.M.,(�), (�). (�) ­1 , I I . - i ONAVE � � ... I L I BE FIRST REDUCED TO kED� PEWON WIND LOADS EY MULTIPLYINEI THEIA BY 0 6 1 114' , SO r � I . T I I PARE THESE Wl MAX. �A_SDI DESIGN PRESSURE RACN95 INDICATED ON SHEETS 7 "EIRU 1,1, IP, 15, 16, is A, 20, � 11 IN' I .1- ,--,--I- -­T-�, ,-- - - --- 1 i rkltxwEo STEEL (�) � t � I I - �i 11 _,��.- 2,B&r _ 111MIR-11, (�>,(�), (�)_q# I I i I 1 . W C 111i� , - + g "ELM C 1) MINIMUM DiRrIM PENCLINCION, HIM WOOD OF TAOCON ANCHORS SHAJ_ BE I I/T' AND 2- MR ac* PAREEMATE PWS ,� " '� 1_�� BES, - 7/19'0 V 5X W' VOIS EILISHINGI AS 041PIROTED BY ALL PsiNt SCREW� BOLF & SPOPAL-TY CO, I , , " AND PANEIM" FIRIVILt a F / /_�_,_ -1 coo I �z�_�il �� , " 1 010,36" WK. TRICK H�W LLL ,� I I I'll III I 45 \ ._60 ZIM 1� � 6 � I I � I � I ALI 711 -�) MINIMUV ALL I #0 IH.REAC IT 4�,. I i�;, - - AST9 A-03 � - V I i I ! 1 [ , ;""/- i 2 IN ORDER 'VO YERIFY T RIAT AACAUR�, VNI `54TE R1,V AS TM WERE NOT OVER SMESSID, A 1n INCREASt W ALLOWABLE PENETRATION IMP ' ShitLQ SHALL BE CONSIDERED AS PART OF TW REOUIRM INALEAUCC PENCTRALRTN, --tRoMMED Is"A". �31_ - HEMMI, 7YPI I I /I a- .. WJ �� �Iwe W MLOMALLM , core I - - FASTENERS SPACINI, H) WOOD HAS BEEN DETERMINED IN (T-60 ckv. i I i C , STRM FOR WIND LOADS WAS JC OSED IN ITILDIE ANALYSIS. 5 C, itiAMM PENETRATION OF M SCREW, INTO THE WOOD FRAME EDP EN BC 1, 12-- E , , IEDCC P, 'II"' \ I CID, - - � 1 1 1 " " I I i 12 -1,, 21'r , - - , I i " Z / I � �j I i I I I, ACCORDANCE WITH tLD�& 2OI& C'i� MLNLMUIA EDDIE C95TANCE, OF LAO SCREWSI INTO WOOD SHALL BE AS INDicATE0, WTHES ORkWINO _1�91- , I 48.6 i E A I I -cc li' � �, - i I f I I I :e I= I. A \ �, _ I Tm,u I ! � I I I ! I�' I i I I � - -_ - - . ­ ­ ,-- ­-, I I , � X . - STORM PANEL'S ADEQUACY 1`01� 19PACT AND �MND RESMANCE RAS BEEN VERIFIER, IN OR 626 " - - 11 - -­ ____ _____ - ------ I --- 1-1 I __ I � - - ___ I I � i I I - V- � , ENCINEERAIC A 7E5TINQ INC TEF�S Q6-M. 96-570 & 96-T30 AND - ,�Ao- --I I -1 'L . - ­- - - ,--. __1_1 -_ ED ; I k. THE A&TIE MENTIONED CODE AS PER HURRICANE Am RAUcF wro, scaTON I C�4) MINIMUM PENETRATION OF WOOD RUSHING SHALL BE 5/8"- 1/4� 0-20 SCREWS USED SHAU a I III' LONO MINIMUM I I -1 . - - - .A0. r i I f, I I � I "! I I I I I - I I FENESTRATION TESTING LAO ft,, REPORTS #20r, & 02126 . AS PROVOCOLS TAS-20i, TAS-2202. AND TAS-201. SHOULD STUCCO VIW_ AND I' MINIMUM POR WALL-1 WITH 00 SIU=- -, ___ - - - ___ __-____ ___E,260�_­ ­_ __ LL-1 _J_ - -LL ­1/1-� __ _­_J--_t __1 - . - � 1 ---- J­­­ _- , � L_ --- 11 I - C..., M - . - I _­ . LL -.7 ___1 I I-1- ­ L L-1 , I _-­ - -- ---I- -_ I � -T---, �, F - , - CN AS WELL AS AVIERIC41i TEST Vi� OP SOUTH FLORIDA REPORT 002 1 V.01-09, AS PER TAS, 20L TAS 202 AND I T T V I I r 11-1 -11 - 7- I - I � --- I ---- I--, , � � co 20 STANDARDS. - 0 D STORM PANEL I I � _� I � I 11 E I _..; "_ �-< IAS C�S) IN CASE THAT PRECAST SIONE� OR PRECAST C014CREM PANELS, SUCCO OR WOOD BOARDS K FOUND ON THE EXISTINO 0) 9MOILI-AMEL a ! I i i 1,_�I � i I � I i Cn CI_ WALL- AN04ORS SHALL BE LONC ENO GH TO REACH THE MAIN STRO71URE BE ERWO SUCH PANEL'S, L - I I I Ly . - i ­ ___ ­­ ­ - , L .� = - 2 ALL ALUMINUM DGRUSIONEL TO BE 600-TO ALLOY AND TEMPER, (UNLESS OtL,ERWSE NOTED), SEE SHEET 2� AN"PlOWE SUALL RE AS MENTIONERUIN C, I), C,2) & C 4) � , _ 11. � i I ,iIl ,-.,--I � I_ � � I I i � I I A ! CIA . _- - ; ; I I i I 11-1 , , I , I i �i i 3 ALL ALUMINUM SHCZT METAL USED AT CLOSURES SA� HAVE 3105-HI4 ALLOYL " I I- - - __ __ -- - --- 11 � _V I, _= us4i _________1 � . I � W ___ - I I I i I � C= Ito , ' ­ . � I . I t -�r I " 87' I i I I I . --I I I 1 ! I - - . 1. I f i ,125' 1 I 1 i ; � j:,�, - � .- - - - - _L - - - - - - - - - N C'4 - - I i'100, t � BOLTED PANELS W1 1/40-20III z M) ANCHORS SHALL BE INSTALLED POLLOIAK, Au, OF THE RECOM-Ftialn" AND SPE-11riCAMNS Ot W ANCHOR'S MANOrACTUREP �1� '��, � � - 1-1 I 1 --,-- I ! i I I I I III 4 ALL STEEL SHEET METAL PANELS SHALL HAVE ,"UCTURAL QUALITY STEEL, ASTM A-SS-1 CRADE SO 1,1KIMLIV, O-CO 190�S_PPLP -, -I- _�, - ,_ o. - 3bol - 1/4.-20, 1/4'-M -1, 4� 1 1QV �, . . 1, - I 1 1 , 1 , ! I R PANELS MAI' AISO BE IHSTALtEO "OFT'ZONVALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEGDON 3 THRMG. IQ (SHEETS � 'I � i� " -C _T W �-, CAEVANIIED 7,M DESIGNATION A/FY� ".S ,A (97ER ROLLED), . W/,tEMIKEB EDOE'-. 1-11, I- 1- I ; - ,100, k a I � �- 11 'ln . �, 304 SERIES J04 AS -�, oso-� I 86LTED PANELS ! ,, ,� 1 , ; 4 -, � .5.S, M,S� BOLT W/ 7/0- . 3/3?- ; = _= aj 1, " L -1. �_­ ! I (SEE SECTIONS AS _ I 1WROUCH 6) DCEPT THAT "EADIGES(D&O SHAL,L NOT BE USED .1 - � SIS STUD li"FrED 515. M RNEIG) I � I , . I � I . :1 . CD - � - , 10 WEE 9 TO ARGUE 0 , � I I WINGNUTS 0 EA, OVERLAP 5, ALL SCREWS TO 06 STAINLESS SITIEL 304 OR -116 ASI 5FRIES OR CORROSION RESLISONT WIDER CARBON STEEL AS PER R-Mor ,�,I� t L_ .M.L I I � I ,�,n I � I I - - " MAI, I � I 2 i/2- O.C, - Ox I AAPPU LE) � T �' 1 ! I 1 1 i - - -TRENOPH 6� WALL, COMPLY All PLORDO IFULEURNO CODE ATTACN0 TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY EE ATTACHED TO CNORETE, SUD(X OR WOW FRAME ,-,,,- 10,06- : TOO 11 I I *�__ i ! I 1 i I L U , ISIURY OF THE I NESS F TH STRUM WHERE Et �__�,,< f � 12 1/7 � � ! 1 (SEE SECTIONS AS APIPLIICAEILE� I 9 CD 0 :S = ' BIN 50(na W/ 50 LIP yao S,REDCTH AND 90 ks, TENSILE S 91 IT SHALL BE THE RESPONE, CONTRACTOR to VERIFY THE SOUND, 0 r - RE SHUrl IS TO 13E 1. � I I __ --, iZQS I , I . SECTION 2"JJ.&bA - - _i�;�_ , 1� I 5bo, --t 1.5tTa- 1 ,� 1 1 I � Z� � 1-�"S' ,Osr .091, _J-11111 I C= - li2z OUMLDNG& - - , � ­,", - ___L­._,:,_ _j _L_ �_­J ,�I­­ iL­J-'4--­J­1_J _� // ,� 'Izz " - I I I I I-- ­J ­ 1- I I �_ '? , . _-F - - "All - �� ..., 11 ,­ '� ­, ­­-F, � I -_ . T_ j ­_i --- IF "'F-T, T - �__ - 11 T 1­ - T � " - I ,� I I I I , i E ; 0 W W -0 01 1 1 1 1 I � I � i =1 . U , , 4 � O's, - ' - ;_:7��_ \ t1_WUt_ " � "s�, �,�,__ ,,ILIE! ,-I ',,�_ I i I . I r- I t � , I - I C� I �.-_� - "' A I �- I" 1�-, IT r T ANCHORS TO WAU_ SHALL OF AS FICI_LbW5� , I I r I- t-xi�El 1: r I � 6, BOLTS TO BEASTIM A-307 GALMARLEXIT STEC_ OR NEI 304 SMEs SIAINEMS S"FM_ WITH 36 NIK MINIMUM �ISLD , 58E I ss$%, ,9391 SEE 11-1 ­11. -1 1�4 . / , --I ___ , : - r I OCTNL F 'Y" SW & IGW ON SHEETS ',, 6 A 12 RESPECTIVELY: SHALL HAVE A ILEGIME ARO REA LY Z-1814-1444KNKI INSTRUCTINO OWNER OR / - , - , TOO I., . 2. 1 . - D , � L� I I r", I ­_ 1 I - , ­ I I I " = C= STRENGTH, TO. EACH RSGOLAAIL STORM PAREL WITH LENGTH-. OWN W-13 THROUGH 11'­e AS KIT SEE �, 6 15 9 & 10 AND ALTFMNATIVES� SIN, _14250"`�� �­ F 5� �%A: -I LL*IL_ 10, - , ___ J , , � , 1375� 1 � L_ U.P'l -_ TENANT ID SECURE - "E"Mm", - - I I :17�_ 5: a) , ��,J�Bj i , 7==:::=:===*%2E� I � I 11 I t PANELS WiPf APPLICABLE IONFORCENItNT DURING PERPOS Of HURRICANE WARNRITi 11� . - I � i I 1 i 1 1 i i I , //- I 1,g�j � I I � I I i I I . I � I I I l i . " ' ' ' � I I THE INSTICIA ON CONTRACTOR IS IQ ,VAL/CAULK ALL'SHUrMR m4ponvo zBOES WHICH REMAIN IN co"Nuous CONTACT MITI I - , I I � '_­­11­­­1­- e iH,­'­.__­­___,_1 �__f,500- -,-; i I -Z-: ex !! -,, , 11 _11EW-1 I I � , � . - I i - ; I I . � � .? 1, i " , � I � S.-M th) ?'?J4P4_R`k UFACTURED Of fiFW EPJIUQF -31SO! p,i i) THE PuLom.'i , L ... I ,/ 1-� 1 , ,1 I I I I I i , f I i,X, IN' , ttiif, I'. TO PREVENT *1401"N IN", OK . - ft;,PQV__=, , ,� I � I Cn I � T I � ' � , , , I - 1/4' 4 . 7/8' CAUt-IN ANCHORS, AS MANUFACTURED BY DEVIALT INC, (MIT,. P­4" P,A�I� � -2.DW -I-- I I , i I t� I I_ [ __ ___ I = C_ - I/Ii'* I J/e SCILIE-SEr ANCHORS, AS OtSTIRtBUTED BY ALL POINT SCREW, SOL'i 4' SPIFOALly CO. 12, STORM PANE.E EIRII'A"ITION SHALL COMPLY WID4 SPECS INDICATED IN THIS DRAWING KOS AW RIALDINEG AND ZONNC REGULATIONS ROUNDED CORNER 0 ENDS Of PANEL'S 411 (�) _@L -1 ,-I,--- I.- / 4 I- I ,'I d I D. M, @, 0. .+ , - � __I, `�',` I _'_ I i C� -.1 � _ , i, __ i ", � - _11-- ­­ ­­ _1­11-11 11 Z 0 9.4k* ,9_ 0 1 --- W _0 I NK F-3000 P.,�l 0"10ED arc THE 4VIRSOCUIRI WHERE PSINUF IS APPOSE, to END UP W/ HEMMED EDGE 9i � lig W 0 4 - P4-10 AMEL)IM.TE FEMALE IQ & RMIUMATF PLUS ANCHORS, AS MANUPACTUREEI W aC* CONSTRUCTION FNPMUCIS� (N.T,S) !h!,� (�) WULBEAM (�) ANGLE 4� ANQU WITH STUQ @ ANGLE WTITH 06 . (�) k L� C�_ U I EN,N� 1".33SO (,,K,'Q 13 (0) THIS PRODUCT E�iALUAHQI,f 00CLIMENT (P_E,O�) PREPARED O� THIS ENCINUR IS (ANERIC AMP OOF�j HOT PROVIDE INtOPMAILON (�)+ _@ � (�)- L L�,- I - I I- 1/4 % Of TAP -PAP ANCHORS, AS MANUOtIVRED IEV -,RU-FP,Sr CORPORAMON (f'-11500, o,&.i,*,, FOR A SITE SPECOV P"LiM,, I,., WHERE THE SITE CONDITIONS DEVTATF_ FROM THE P EZ RuffASLAU-M I � � - 31 MAX - � 1/4, 2/4, 3/4, 4/4, 5/5, 7/5I ,� T . . . (tl) CONTRACTIM TO -- RESPONSIBLE FOR THE SELECTION. PURCHASE AND tAMALLATION M.LNGK9 LIFE SAFETY OF THIS PRODUCT � ' - __­­T__-J VAGIM ; I. " , - 1W/10, 2W/10. 3W/10, 4W/10, 6/5 ��­ 'M : f__j ,/,A & I/H, ,Ve � � A,,) MINIMUM CIRIEDMENT Of TAFCON ANCHORS INTO POURED CONCRETE SNALU EIL I Ej*'r 2' FOP P-APAELMAI,E FEMALE 64sw ON THIS P Ira PA"OeD HEISHE DOES '40, IIETTATE FROM THE COIN OWNS fxmvw ON IN* DOCUMENT 1 0,344' Zy", Ow I t �� 0 KID PKENUC.TE PULIS AND I I/e FOR OF TAP -MP ANCHORS. - E is THE CCNTR�WTOR'$ RESPONSIBILITY, I ­­­­ � ­­ -I EDOE B, .1 '09e ­I.750, -- I 5W1IO. 6W/11 & 7w/1 1 L I -M P le - ,:7- - - " Z OCKER WRON SARLIT AT SIT _so, To - � I . - , r - - 1: - - I 1/.-I ANCHORS; FOR IONCREM SEE SCHEDULE ON SHEETS a & R-L - -- -------- - - ____ ____� I - + , sm PIT, I - _9"il_ __:0DFPPMFL -11-1 �DIDI�L- " kvri �________1_1____1___ 5 �! - ---.-,f, � 4 - -j-, kP) CALK-N ILI SPUD -SET ANCHORS SHAIL BE EMBEDDED I/E- IWO THE POURED CONCRETE, NO EIABEDIMENI INTO (i,) THIS PRODUCT CVALVIVIgn DOCUMENT W111 BE CID.NSIDSM INVALID IF MCLOIRED, I I __ - f­_ - i I - I _1 I -2Q, 304 BERM; r / _3Wd ', . � - 170'.656' . 1 1.40 063 --175" / - - I � . i2 ,/2' OC R� _____1 , , . I I 1 7'I � . r-?--- - q­f ) I -,— ;,..!- I- ­ts� STOP RAirm To FOR WOOD SEE SECIIONS Oil SIFICIS 10 is 11 STUCCO SHAAL� BE PERMITTED. Ve W-20 SCREWS USED SHALE BE I I/V LONG MALRIUM SHOULD STUCCO EXIE7, OB25* I I T�!�rn_,- ,�, , ! I . , - Si�� BE PREPARED BY A FLORIDA REGISTERED ENDINEER OR ARCHITECT WHICH WIu. BEC � - __ ___AI � I , � SO I' MINIMUM FOR WALLS WITH NO StUDED. MU MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, III) SITE V tM PROIAEM OME THE I z 2 1. 1 X71 - SLIT WITH WING NUTS, ENGINEER Or RECORD (E-O.R,) FOR THE PROJECT A14D 'WHO WILL BE RE5PONS, E t! F � I [ -3.0, k B71' I - , I , MLI OR TH � _­___­� -_ ­ 0 ,OP. � 1 J,$43- R.062, ,P 5�*, PROPCR USE OF T14E P�EO. ElIGINEER OF RECORO� AICTINC AS A OELECA-Mb rNOINI TO `OEE I i � I I - k-_1i,-_ i L , � 7ED. - � � -V,IfiI* Hau, FOR I 1 1093' %. 1�0`1!" A.�) 0 DISE THAI PPECA,VT STONE PRECAST CONCRETE PANELS, PAVERS� STUCCO OR WWD BOARDS BE FOUND ON THE P E D ENGNH-R, SHALL SUBMIT 10 1HIS LAFLFR THE SITE SPECIFIC ORkWINGS FOR RlIAE-W. I I s" AT I - ­%115' ! I & ,fA) ELEVATION - - I . 'I* Low I _� , R -1 I 1 .9ii� � � I .1 _J_ I I ___ DPVNC WALL OR FLOUR. ANCACKI15 SHALL, BE LONO ENOEaH TO REACH THE MAIN STRUCTURE BEHIND SUCH : EYM PANEL OYMAP , - MV, 00, 1,080, L---. , _4 �. - L NJ.S. i ; PANEES ANCOORADE SHALI RE As MENTIONED IN AJ) AND IN A.2). , L_ 2,000`-_� _� �Dae C-) THIS P10. SHAL BEAR RIE DATE AND ORIGINAL SM AND SIGNATURE OF THE PR,QFEE5KN& I 11�� T�F., or') (a) Int ENGINEER OF IIE0040 RILP PREPARED IT -.Opa- (�) KEY HOLE WASHO �__) __ 190M5,40R5 �As Mknt�wAn 14 SNORTER MANOFACTURER'S LANEIL SItALL BE LOCATED ON A READILY 1ASIBLE LOCATION A, STORM I 'F' JWK ANGLE @� 34C !!r IBACK (7) ELAI ELATED 1/4" M., QW i I USED BY I T, W, OUILDEY'. INC. PANIt SHUTTER IN ADOCIRDANCE MiTE1, $PCTION 1709.0.3 Of' FLORIDA BUILDING, COM. DAE� LABEL � ­1 -003' � 2,6r - 1/e ' T/r t"ILK-W `N%V4OM% 'I'S MAMCFACTUPED Of DEKALT )NCL DAHL r­ILAX P..��) 1 1 (�) SH"11, 8E PLACED FOR EVERY OPONA44- tARPUNG TO COMPLY WILIH SECTION 1709,11;2 DT THE r O'Dis" fmi�.) _' �Loqe .1 t/00 X 3/47 SQUO-S-E-T PNCIHOO!S� AS DISTRIBUTED BY ALL POINT SCREW, OOLI 4 RPF,CLATY 0- FLORIDA EtUEDIN15p CODE � I GALVANIZED MEEI � . I-, "'AAHLITIMINILIM" WRK-I= (Mr. OIDRUIP -1 WHOLE VANILEY) � 7 �544`# 7 --- --- ­­_� IMIN. r-1400 IT'i,.Q I le � ­ - I , TII��'f% _,I, - � � -1 ------ - I I .. /I .11*, I I , " : 1�� 11 _771`115\1 114-11) PANVIMATE FEMALE 0 AND PANELVATE PLUS ANWORS, AS MAWFAMITED PIT DEC ICONSMOLO4, I ILI, Tv aw � , , - �._J ­ ! ': �__N,�_ I I I "V.\ - - I * I y "' USEU I ., - .,I : I � / �V -IV - CIS 1011 P".it) - Lq� � , !7= PRODu IIII IN N"'10A q::-�Z�-r- �-. OF RXIA I �__ , , - NAI:Ni� . �0 I*. , � 0 CF TII ANCHIOPS� AS MANUFACTURED Re D19-FAST CGRPORANOrt ,I,% IR A ___ 1� �� r `F*� .. 7 1 (MIN, V�_ Q - I Ii I' __ _* ,A. 1�1 - , -0,01111 14 � ? k It 0, 11C " !�4�; �375'0 1 1� , _-, ., . I- il .,011' - ��4 � ". _lrt�,. *0 I � , x , I 'I 4, . I - -A � - � I I A- ; NO * MAY- GAP � - '. I— Co# FLORIDA BUILDING CODE LH12h Voi.ety Nwricant Zoo!) i 8,-�,,, - I . i 4� P __ I - � - L,Z��_ T ,e,5� ILI) MINIMUM EMAMMEN' or QUICON ANCHIORS, CLOD, PANZLMAEES AND CFrAP-GREP ANO CA, INTO 1HE _IC ,4.��', L I � 44167 - I � _,� _, , 4 ", I � I 11 30K� - . . � VC ?*� � - �"s � - i . �_ - - il I I FLORIDA BUILDING CODE (! Uib,Voloclfy, NEI . I I I = * �. t�) KOCK UNIT SHALL, RE 1 L/4" ,� .Fak. .LRIOO, IRo ; I 4' - * ;* f, FLORIDA BUILDING CODE (High Velocity Hu Icon* Zont) L_ ,I� i�� L"L "I �, _._.__J : �L AR'. E i,e- ka, cons 7-Ons) , , I 82) CALA-IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/e INTO THE CQNCRST_, BILOCIf Wr, ' NO EME's ,4 " 1 20 GAGE M PAREL I 2t,n W, � 3-J, -, �__ ,PM L I Tft� 1. STATE OF .�., Z I 11 .762V Rum, � _ I't 1�____ - � ILRQCI M. FY z : No 157 -1. - GALVANIZED STEEL STOR Or, ,. EA�c NEDREL S - _4F 11 I T I,, I � - !� � % Z, 20 GAGE GALVANIZED STEEL STORM PANEL I ,,,'I,- : 20 GAGE GALVANIZED STEEL STORM PANEL . = I -W E, 2 D%WN W, INTO 91ULM SHALL Rt F,0KATTED, �,M- 0-20 SCREWS USED EIPAL a I I12- LONt MINIMUM sHwa CC0 ____� , ___ _L= 61 .123_ 'NETS, LATED *ING NUT - P - , I , ', #I. - I a ,- , \ .I., :, = : I F I " N'. F IA I ,4 * .___ I A- *', * ,----,,'*! -, —_ CAM. or - - _­ , ., - 1 -7-- r —./../2. SECTION ; 7\ GLOBAL PROTECTION PRODUCTS, LLC. "'"- 'I . I - - S... �I $`KV ", a., '11. 1. - - -_-_;� *' � � / _r__r_ , . .. . QAAr, � `PI`R "" C 0 111C, NIT-S. - .4; � / 11LIECOmc. \ 1� '. "O 1�16", _� �\ GLOBAL PROTECTION PRODUCTS. LLC.1 ,,S. EXIST, AND I" MINIVILM FOR WALLS OTH NET STUCCO, M I' \ GLOBAL PROTECTION PRODUCTS, LI.C.1 "'WRR �__-_ILQQQ�­_ * - 11-1 I 'i". I �to � / IL ECOinc AT PANE 0 I IAX 7k -.** . - - 1;1 .r li-T - .91=.. izwmy ��, - �M���, _.> ATE �r .6,� -' . , - I - . Pik-, 0ATIRT- 14�1 FAIL - N. 7_i��____ k 1� IP -. �_ ;'e - , I, 0, " - 0 R 0--ii' , A =40 040E FL 3"14 " -, _. -= U Ji- I., =_-�;­ - , 14111 Wr�& .ING COfAN.1 _. _. / i . - M I ]=� �n. !� > ., � . - .? 2!I " V7 )IMIs-750 FM (*�)M A ,� _0Z / Xr - � . 'ICNa- M,4,609-IHS, IM. US'Aits-sn' 20-176 1 - / 11109 -W SM, !4 STREET . 11 .. .� �1� '" . t ... )m-$., I 20-176 80 rX7*Xt X ATER`.TNEL�. USE WINO MA */our 4014 1 , P,U VAIV. � W11 __ - AKIO �*, ii, SnIiaG CA-0001"', t _N il 76--"7_� AIIL�V:ARV��� � F2. - �, � 'l,r& ...... ;�_ 6� � -:! - 41"'K t_ I — � M"--- � — ", 1 — ftu '....III%"- "r f, 7 11 ..r I C, :J AUAW-Wil-AN-M . WONOUTM WOSHOR W/ AWSIKAL . 0- - '11= - " rv?� _0 V,. -'aMIKII; N� I " ' - CoI�, - I - OPAW41. K., SNIR fit i Pt � �- RN ,,WIN AIL, ' * �., =_W�= .. it ._&,CNA./.TE , � - I -------I `91,A' , .,. P, �,=. W . I - :!Z::Z_:::::L_ZJwivIQ 2 OF ,III I FLORIDA LIZ- f ­51" � I - I - ANCE, a or 2$ i 1 01100, ".1v ........ e - - . A i. . - I I I I I I - __ ­ 11 11 ­­ ___ INUALLADO DETAILS EQR REQU PANELSCl) & (1-A INTO EXISTING- EOURED CONCRETE OR CONCOETE BLOCK STRUCTURE$ CONCRETE ANCHORS (SEE SCHEDUU! ON CONCRETE A.C.ORS . � SHW�5 I.RoucH 0) I MISCHI= _11\____IEO­_ � CONCRETE #0GICIRS I CONCRETE ANCHM - 1�� , ­1 EXISTWO P I,- In Ism SCHMULC _(4 I %mi"IR,; \ .-"��Z� 1 44, (SEE -n- --� -., ] - - Li � 11, ,.,.L � EXISTING POURED S-FIVIS . = .) � , I i �� C*4CPETE I - , I - CONCRETE KDLARE6, - , , - I- - I Z_��z ,� . � -7 !, UK,- N Z� i _T.M,�­ �� F.- ,�_ � 1 ,/2 IM4111-14j", __­­�= � ­_ - C / I - , , ,,�,,,'W� III ? , �,- �-_ " I /4- 4_E::::!�� , - U I. M-II- I t'-4, -I - I I � � I 4, V, I M = 'i'l, i*"c__l ". I ; I I - . I I I I - I --- - I -- --,----! � - �, � � _. � I I -I* i III �, ; I . TTIND POURED E.B­ I I IE CONCRETE __ �� i �11X I - I E.O, 11 y � 77 IR REDVIAM � ", ) . I U3 -RN- - , � I , I i ; - I *1 - I R I � I'- I �,:-, � Iii 11�-Z� " ,11. - " 41-19 EN�&,�­-<,,, I I I _='� Z. �- -­�,,�,,�:E,N,i�, \�-;�'t I . i W =ICAAS � - - -- L ; I S - VAERV SAO * 6 I T A 04ARLD. i 'O I i u vr 04 1 ' I - 1 -. -.-I I 10 01w- If " "' - I = "AftGAW i .- -.11 - I I ----- OiSAITA ,,,I- I _0_) ; 9 I J -. = 1 I I I4, - I " *1 ASTAP1.4 -_ , W. IVAR`HI* I "14'. i P Mom_-] I I n_i 10 CIA,% if% __ - - I 11, 1� OLIM I "AA. -",� :! �1 - :7-, " � - W I I 4 i § , - _il�- , 1- I _,_ I __ 1 It � -I Ii =-111 N 9 i ,,, I I -, �, ,f __ .,. 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CONCRETE 9UPCX W-1A I CONCRETE EJJOC� 1 1 ; -,-� � 1 Elm IMIJO . ,z�, , III - - - ­­­ I— REQUIRED. ;1 I T CONCRETE - , I2 I/-- PC I I ----,- " , , n E4091m REQUIPELL " ,-, �� � I 4� r��_ ! - N '-/2' - - � , " - _ ___ --- T­E_�__ --��,�,,� -_ _%z ", " � ��. , - I . t -iI," I _1�11_1'1:��,�,� 4,��-_-, I I ,q . ­ - __ I I - T� . � � I . � I I � t � p I �, - I - I , [ I ;�� �_ � :- , I --i , � - - , - I- - TO - PCORIGO: , , ,� � �, 11, , ,,-� L---.---A - ____ J , ', " , ,�" -1- � - � z , --wo � � I I �', "RED, I � _­1 , _ 1E -7­'7'- ;7r _�3/4'_ "I , I . , _&1`11 11 -_ L� "T4 ' ,_ I , - I PA, - ,I r , , CONCRIGM ANCHORS ; L----E,G' I - " , A:/ ", IREWRIED, - LAC , li"', 90"IETER: IIIM ­ ",'I'm 1 -�4�� It ,41- A; � , -�, � '-U4 P,3__ . � '3 "' CONCRETE � ) , 1,, I h L4� . _ .- OIL T CA. 1111_� I I, . I IM& STACMED TOULT -",-; (SEE sc W - cl (SEE SO.BRUIX ON - I'll, - -1 I M., 0 k 1 .. Z_L� . ISM SCRUXILE - SHEETS a THkOLM IT) , *MFT 4 THROUGH *;, . In,= - SHOETS 8 THRIKION 9) �11 ft" MOUNTING "I ,,IiH­i­ __ "I - - ­­iw ALTERtI&T& IN OUT MOUNTING wm,� WIMI-A M-1`10111_41 T' --1"--' -F-­--i­`T­---- — I I _2 EM - EDGE DISTANCE i 11" _(�) (SEE SCHEDULE ON _=� - -4t_ III = - § SHEETS a & 9) I r I , i IQ i i -, 1, I I - 'C"', WJ: _� i; ; _S�� �,M NS: , " . - o � I WN, -,I. . I i *_ I I 110 'A' OZ �, � TOP & BOTTOM MOUNT; .- C06 at I ; . 0 � "'tIONNINI", , K- - ,0 tl� A ri, ", COMBINED IN ANY WAY TO'SUT ANY I I I? :. - -Zo., I INSTALLATION I I -A . ��%.ais�%�"_ \-",��,�,\""���,,��-���,,,I�,,-��-�--�,-,�,--,�-�,-�- ,,, ' I. . I -'s 1� FLORIDA BUILDING CODE NU Valocity NU cone zont) � LWIgh EXISTING PO"REQ!---!3/4t ' -, � : v � ,. Iry REQUIR0. --;��-----FO­_-_�� 3 *: I � -W ITUM. .0. 2=M FP. I a �., * I = 20 GAGE GALVANIZED STEEL STORM PANEL ,qo�.E,C INIMPS " 0, ISM SismQt,l ON __ . :*E __= SHEETS a ED, - - � ATE E; . -_ "10/mo so MR 11�,, '. -I Onto -1 GLOBAL PROTECTION PRODUCTS, I.W. DICK, ClEtUtio MANP R IlIOUNTING I 11 ... 4W T-W. 57 S;r - �20;-�I � 0�p --r., �' , IM,41% F, 31 ZEFH�1:2& ��_ .11" - �76, 1� IV L Ploft (WRIMP-InKlI, FAA, B15,I)MIL-o"I . I -;;;E, . . 0101WITO I., tom IE:+- - 1 � 4.�_11, , � - a, ,-- _,� I I _�M� STWIGL . , - - . I � B,1 - I I - _____ .--- I I INSTALLATION DETAILS FOR REGULAR PANELS(_b & (1-A END -0,0M DETAILS FOR INSTALIA11ON IN MM IN EXISTING POURED CONCRETE OR CQNCREM Mm %M&R-M -To ­LK OR PWIFIALA,vt rVALE III, � VAUD FOR W-GM, UFE $AMY E,7Z KW_ =W_8&RL_2M I__ 00"OLICTE ANCHORS I PUIIS OR OF W-CRIP 11 'Is, , - I a- 4W. �_ 1_: - - , :' I i "I wkitaxr ON Sam a & 9) =MT11U=1 12) , -I-N* - I � I I -_ i3N 1, - I- I _( ,�g7 � I ,--[- _Irk * 1, ,- - - - I _,k� - - --I -_ /2' * * . � - I . I Z - � Sr. ) i I . " - I .? __ - ,,Rii� . - C I i ,_ I _4,�� ! i 'N_ I - I ,A � ", - I � ­%­ I copm AcIffo 1 X 7 1 � & = - � � �,�.' I ZIP, � (D-01 CONCRETE � , I t ; I - - ,� I RVOU'[FIED. � , � I , -1. : � _1___JJ1_I* � 3 ; 1�� 1 -30 � I - I i ,:�, t I i �� , 1 Ea _:�� I I I ,;= I I - - I �, : 14k L-4-(T I 1. I I , ; t ,�-,� ; -Z ��4_ 1 _� -1 li� I ,I I I i 1I.-I - , - WItZ I I I Iii 11-1 11 - I r- 4, I L RED ��� ! I " EXI W - __ I I 5i - -1 - �!� -1 - - M CON" � . - w =_ I I I .,q) 'IV CERVE 8&1(� i i 6 , -, I ; REGUM, L_ t A I = - _J I t I I i I 9 I 1 (D-W ."',- _-V� 4;,;-!�: Zr_. .UA I ,a I----- _1­11 , ", I ----- - _.,� ___ _,"A_ - --, `,_1_1 Sr" ,I/ 0. I - */� __`I`P" V .1 I., " 1 - I 1, I 1�1 7--­1 7 - "I � - , , *I . �-.TQ,r as, § t I UK_"N1 I 4-t�, .f 0 TRY I I A � =__� 9 _,_I,/ 11 - =__1 _ - ZI-&-, lz� -A 0, I '** " - - . _ I L 11" A ZV;1.X1VZ3i "I " r . .... .. 11 I � It - I _CHCN . -Y i = SO.Ma �_l I t____�.A . WHOP - 9 I I* 41Z , I VI. '!I! .. KU,AA�H� i - WILIC il I VI � I i ,_j-. Mg - � I TO - I --I (D . *', - .., _CI ) - 11- - 1j) I ,.,= 6 lk 11 It i-1. - --- 1. I I I . 4 I..— 1% >,�,f, - i Ii __/�,)l \_1 I 'Ie_/'�_,_ I i .1-1. �1, I i WNI,.. I I I - - �;,�, -,,z i 3 . �!"`KI I *­/r.1, ; I I "-\ ��J).*,-� I : Z��, I I'- I� I ,- 10, _�_ 1, 1: I � � i F 1, -, � I I ,_� `� ! - I , MF=�= � - i " . E I � EALsitit, MALEC -0 '.2 I � ; I I � , �11 (4 1 1 ,�, - CONCRETE OR ­ ; 91 J 1 D6ff_k_(NA9 I CONCRETE OLOOK, i �f,� C�', �� . ReaVAIM I ; I � SCALE 3/16- 1' CAE�"N) . i I ;," _j I "Zir'- � w,,, , I Ez!Z-11 --- _­_­ -_ ', 1�k WAK" ""C' 4"`_�, F_ I CONCRETE BLOCK � I 1 � - - 11, - - 1 3V _... � , , I �-i 1-i I - IT 111PIWA . - v _;� ___k _._______,__ _­11 .� WWP I,� Uaa I ­_.W. � =-M�, =-=- .. CALK -I. OR PARSMATE � KIS OR OF 1AP-Ow 1,14 - _11 FEK141 KI AND PALMATE CONCRETE ANCHORS, 5 - 4l�� "",','�x I'?- _i� I- , /4 E'RE � 1 F-22F 1=71r, , i - - - -(�) " , - �, � ,- -i,------- PI. . - I - I ­­­ ,_ 9&S= ON (SEE SMXU OR SHFIM 0 THROUGH 9) � - I WALL 1140 4Lma BUILQ QUI MQUNIINQ i �"- I 4 'Mr - I I .----. NNE III* , . ; , /1-111-0 ----I*-. =I,- \cl)/ 'r -vw,- =M_/� 11 WW � I .(L I � a 'M _'I, � =,�, = mow A EDaE OF EXISTING : I * NEW I' WIDE . M%MES . 1,1�1e_ ED, -( EDGE OWANCE � � � .I 00" - INK A`1W ­ 0-9 I 11--bPERNI'Kis , 1� I 71-OCK AEJW TUBE OF, I' A I SEE SCREDUM ON � , 1� . ­�a -, � OQETINS STUDECO/ P 11 WOOD PLATE SPAM I - '7s a & B) -_ - I , � ,,,---wm ELLAND I ,,I, I , I I SCALE �3/16-1 I .1 I - � I I_ " I , � �,� /' _' * NEW I- WIDE ,, VARIES ,, 1/4- - � � F I U . I I I -, _QE_1==_ - ALVM� TUBE OR I' . VARIES - I I - - I r, PLATC SPACER �. I i � - � , " � 911WOOTIRIAM � I � I TOP & BOTTOM MOUNTINGS �AN BE I , I COMBINED IN ANY WAY To SUAT ANY 6 -�, I CAM4�m) , � CONCEIVE ALCHOLE, -1 � , � INSTALLATION. III I t i WE SCHEDULE ON - " I . ­1 . ­111, sHmil a THRO" 9) �� XPLC C"t 1,1­4 11 : : 1 6 L"', !___�_ + 4A,,'t ri � 1!4z; A 1@ It I- ,;��, - ... 1. ,.-. , ". I EXISTING POOR.P, - � , 15, 'COM. ZOOe) tON3ETE " IAM- _V� I Or. . %C&,;��, � 14A, FLORIDA BUILDING CODE �Hfj;h Velocity HU , _�=--= 1-1 i;F-.,A CONCRETE BLOCK . i1K PAM IIVIPIT 10 K - I* . , I � � � M OWE"m TAIN I IW210 TERM Itit F�P- PAL � A . 9) 3' M.. -11. I TRAWS 40CHT, 3 * % 20 GAGE GALVANIZED STEEL STOMA PAN L , NO 44167 " Z ONIAN W., 40I S90011 X_X = *�, ­ = lc'__�, - SCALE 3/#-I- 1 TIT I� __ -1 ` �-� \ GLOBAL PROTECTION PRODUCTS, LLC, "A""C" �,V�. S or,__ I—- 4 MIMI.. - PAM i(K(L SM. IL STREET VVALY_Q�� , 1�� r�,,% A .- ,,, -" - . Rio", 0 DAME, R_ 31M. 1 ,C_,, - , . -A., - W� - - - ..wo, . U1. PIKINE-1 t2won-760. _ I---,-- _1 20-176 ­" -611"". "'I "', r RWP -1p, �' M "' A - CA-P00071 0 b*AWWC W� .A ­1 � _X __ �41 Ps- I I! - —_ INSTALLATION DETAILS FOR REGULAR PANE"(- I INTO EXISTING POURED CONCRETE OR CONCRETE _ _ _ _ J_QC T S _ WQ1QRL K_5� ANCHLM� FOR CONCRETE SEE SCHEDULE ON SHEET 9 __e!2URED CONCRETE C__ OR CONCRETE BLOCK -LOURED CONCRETE I OR CC44CRETE BLOCK P i_ --puiIED ODwREM `R!VTF ELM I OR CONCI ____ _____ --- -,--I FOR WOOD SEE SECTIONS ON SHIEFf 12 �3, U.. 2_E7. 3, M-1 i REOUIRED I I CONCRETE ANCHORS I �-----(�M SCHEDULE ON : I I SHEET 9T I � � RECURRED I COK"M ANCHORS - � TSEE Samstiva: ON 4 � � SHEV 9) I I REQUIRED t I ,�� __ ___ _0^1011M � � � - sHW 9) I ". I' w�f I Mi, (MIN. CNIAM -1 WNCLE VALLEY) - - -, --bb...it. 1, 1% WIDE itim -_ '_ i I � � � I -j-'. WE, I - DAIL T . � ; � --i I : ,..-, 1 � � z� I � I �11 I - 5 0 AN I & I All � � I Alt ! Alf I I ,- � �tl 11 � M, � i ; M � � I - ; , I ` --------- I I .. 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I i-- - --I 4 I , I � � , ) , � I I- , -- I, I - "� 111 _'� �11__ "I , - j U -r-1 - i , ,� - -,- � �J- , ( I I �­ -1 -,, - __­1_11_­_'1I_'_, -, Or"k, 11 TV , � I I � I � I I I ,J 5 __1 I I � � � � ,A�, I � I I 11 I ; � � i � � ! !! � ! i f A, I i i : I i � � 1 � � ; - . ; I I I : � � i i � i W I I , � , , i I I II9 q - � i 1 a 1 A . 59 .... . . , ,,, I , � � I � � � , Ii 5 1 : . i 1__1_______ . .__ - p - ­1______.__ ,k__:._ . --- I . , , -- .� ---------- - I,' ___ ____ � " T, III -_ -11 --- - I I "I ___ __ - , - I � �� I � ; I � � i I � � ; � ; 1 : I � 4 � � � I � � : 1 � V � I I I �; , I ! � I � I ! � : I - � 1 � � F i � 01 ; ! I - S I I I I . . I I � , J I '113 � ___i_.___.I 1 � I . . I . : I . ,� i_� 1 1 �O% I I I I OF 'L , -;�, i - I3 MAX ;,-�,',"-�,,-���,��,"�,��',",, I I � 4 1 "' I I I � I I : I 1_�, , k'/" ! I ! I I § -, i ; ESOX - RE I F 'L" I � AT" � i i I 121- � � _-%�,, � 2 - Al" i I I '1'1"� I - -a L'' '_ ' i ! 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I'M. , , III U, I 7/ I, I "'; , __LJ I � ­ � � _ � ,­­ -11111­, - ­­ � -_ - - - - - - I.. - I __1 ­_ I - ___1 11 , . . .I.- � I � I 1 4 I I � � rONCRIDIE ANCHORS ,10WC ­­ I I � . 4 ,; , ..C, ; I � 1 0,34CRM ARCHafts � 1., ­ is ON I vONCWt: MCI" i i k � - OtE ScHtisist ON � SHEET 9) � � "I'll _7 -_ -11, 11 ­-, . - 1. I t/4, MAX.. IO � Or/ STUD (SEE ECHEDVA OW SKEct 0) I � SHziESCHEW � ITT � I OR _.-M&'p. =KW_A-_A_ (LIM.) 4 __J ­ IVRED CRETE OR � RE CONCRILIC OR -or RM BLOCK "r REDUALUD SCALE 3(32'�I' '20* to ELM 4EDLARED I - MOUNTING I I IR.CIAUABON DIREQ,T AND WALL OUNJING IN ON 11 U&IM" I SCALE 3/8-1* SECTION 2 SCALE 3/8.1- =QN I 0 -c�aar.l., #4' N TILZ7� �,, , %,kli�_:_­. _, �f I.- . I , , , 1:31 '.. . -I'_ FLORIDA BUILDING CODE (High Velo.lty Hu cone zono) I ze.,�- t S 67 -, I Kimo wEro, IHC. 20 GAGE GALVAMZED STEEL STORM PANEL III C RMW I?" ED. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) I Na1K_B&J:0MMqM& i TOP & BOTTOM MOVN11NGS CAN BE COMBINED IN AW WAY TO SUF ANY I 5 . - - . Z *: * Z -, 5c::�;t* �7­1:��, - ----r---------\ 67/u/ma :!�, �, " I, [tv - � - _�,, /I GLOBAL PROTECTION PRODUCTS, LI.C. ,,- _� 7 - ! � , IILIIECOIMC� \ 4" STOW III. ��; 1 ­. , , . . i INSTALLATION. ,� `--, ,f�`T,T. . � gerl -­,,;,�E .MSV3, I V =44 MIW.VI,t* RTMa." - ". Pi (KHRIO-764tI, FAX LIL5�QIIN-AILQ W_ , 4.) .1-HIK. 1. � 0*0 0IN-RO, - - -.1 � I- __ - __ "=511111, 20-176 !!t1_11 t_ __ I . .... .... ioLu-,/.�!- "Tr . I P. jj���� �- � WWI �� 4- No � 1- I �ko F .:!Z�LI * CT 26 Cn " a) CD = M 0 0 L. " = LU 2 < Z I -4--i (1) (1) = C/) ICU > 0 L_ 0- CL < -0-0 0 =3 _0 0 L_ CL (D C/) CU Cn SHEET NO. SH 1.0 I , ; -1 , I - I - - ­ L RIX ucroa 11 1 M SHMIM . Z.Uqw MOON ow:f a* WALL AND FLOOR MOVNTING, INVALLATION FOR x A �1 mW VVIO.I z ="*on + lml IvIlil. 1.1c" XL —I- 14- K, mizDam fn Y OR 4a It W&L, v 1*9 =03011 Iff"Ll _7" -11 v t/2 2 Lv FT u Im I w-oI L amm x �fp--� F,,,�Rv ;,,wm =�gm MUUM SHEDULIE AN( rJar MULUO); 2'. A *-a' To e-ar 2' Vr Vl \Aaqi,�-f %=6W _7u w. :$M `PCH_/ 1wWAL 11, -4 ho� 44167 =rk 615.0EXiiiiii-II&K MEWED WTCi MULU e N, STOP PANELS ON IOP OR BC, �r 7 M� IOD U TOP OR 90110M OF OPENING, Fx_ LMMM-EA EL SCALE,% _r.AsZI .,, ELUAWN F_ LNMALLAjPN_DjL&La_EQ&_ff&WM INTO EXISTING WOOD STRUCIUM PANELS(al-""l Ifi" woo. r =-gp I r e _1� melifl. V: I; I ru Pw" ,ftgg, I A"Ir A A JAM6 V­ 01 oMR IN MIJAWI- &JMATIVE SCALr_- Ile. I* E i 1!4�11 AwLQ== Mon IWALLMN _ALV&1&1InJA 77,41 0"a k a= mamble WALL it- am MQW I&VAU"N - AMNOYg 4W (SWITON AT TOP 15 LIMITED 70, +5"-67,0 MAX. INSM"AMM - A.UR"=.jA SCALE, 1/4'- 1' N A��D, DESIGN PRIESSURE RATINO) SC4Z Ile I' SOKIL' 1/4* 1* �W.V,-w mums SMION 1, INSTALtATIONS ARtONL* VAUD FOR BtALDRIGS WfTH A%D. DESION UP TO +,55,5, -724 AND PANEL'S LENGTH UP TO 8*-B', LOADS LN Pxf� FRAME OMPRUCTION: WOOD SOUT[HERN LORIDA NOILD1140 CODE tifigh Voloolty 4jurtfoono Zvn*) 2. FOR NEW WOOD MEMBERSTO K� PiNE NO. 2� W/ SPECIFIC DD40TY OF 0.55 UP EOJJAL No, 20 UGE "LVANIZEO STEEL STOft PANEL TOP & BOTTOM MOUNTflNGS BE COMBINED IN ANY WAY To SUfTL ANY F41617 tit Z, G1.08ALPROTEMON PRODUM, UC� 20-176 INSTALLATION, I. —au PNIORM Isu SCHMAT Pwxw IR al i � lot, r4wt SM0 12 IA1 04� *K"#m POURED c OR COW" rm:vrM AICK04; SEE soma ON sNaT WMIT ww, SEE Aw"ok ON $�m 16 Ilt, ;V,4, 1, 2 IW/15 2WA 3/4 OR 4/4 rtso. 2 & 1-13 CA, T/eftT PAPOIN S, ; " E33 Ns vr SC. It - M, AMA) 1110quo" Cow-" *mlops OF STRUCTURIE, (sa wNrit" w _"m WALL fATICIM w4LE apw_l- =_1EQr1Q"J SCALE, Z/v I- SCALE` 3/15" t* A- 44P _y I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (SRST , OR LAST PANEL) _NZ OR ASAN PfItRaR PAND., AW PANEL LOWIEN IN WIWEEN E�Ng PANELS) I All, LIFE SAFEW PANELS MAY OR WY NOT BE INSTALLED ADJACENT TO REOLLAR PANELS (,*/ OR WID REOULAR TRACKSJ Ne SEE wm 13 Z LIFE SAFETY STOW PANEL CONSISTS . 010,034' CALMANIZED STEEI, SICRM PANEL AS pro CO Amm(D' SPW 2 or MWIND, Tl*S P ADWS ITSELF TO RE REMOVED OF INSTALLED FROM THE UOSIGEVIF STRUCTURL, .3, uFE=PAN REQUIRES TOP TRACK ID BE COMPONENTO& TO ICE PON I AS PER SHEET 2 OF THTS ORAIMING, COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOILOWINC SMY04S 1 A AS WELL AS DeTA42 I & I ON SVW 2 ON THIS Sf,M, - 14� FLORIDA SOILDiNG CODE Ofsh Velocity Hur It _W%" SPACIND -ORASE AT WITOM 4 OAIEN ON i klax� AW,"- 20 "GE C41VAMUD STEEL $TORO PANEL RCHEOULE5 V 2, SHEST 14, MAY PERMANENT OR REMOVABLE, COMPONENT BE 5, SEE DEWLS, FOR tWAI!AT*N VO WOOD rRAME KXOPID5 SHEFT 1�. SLOW PWTEC"ON PRODUMS, 11t. 04 CABLE 6 SIDE SKET 4 FOR MAIL mpp�i TO ThE WESVY FORTht lNSTALLAVON OF 411�11111 T's A "Kw, (10-2 16.1 FAX� 01"im-tos? SPACERS AT TP"' 5 lUSIALM, ADJACENT AND DEMO TO 544000/WOOD, SMOS� 10AL I IA-1,40IM WALTER A, I U, __ 'A.1 MAX0tV_V_A.%%� �_11101: ) ANO 08WEMNk M"IMM-EAff" a" (VAUD MOT - PANQ$C�) *(� INSIALLATIONS AS PER StCOONS I rHRU ISL, ON SHEM 41, 1!, MligaouiIi "DL - U., p — C1 Nr I ONS, To Im S "OF -11,0, -TZ0 Y-N'*R LE55 2 1/4' 1011501110 1 141S A I -72.0 wl-w m W-V V_ 2 3/4- uRialto t I,-- I To I V-r M.. 21/2' ­;�,,K --al —7,A LESS 3 t/1- —,o R:UwA/ S& V.1 IcKma AT mkw mvmm OF "AqU, VRE RAIING (ga vAQw9_=ffWw !: - Ulm WKREN 111.9015 smucium 10 FOR PANOLS 01* 0 INSTALLATIONS AS PER SECTIONS I THRU 7, ON SHEETS, 4 * 6) "xmom #MIA 1ALK-M 9*4391" rapkv e 11 1A1 To Pf&,SSL,w ANY CNPU. LERM PL) I* tONORWIL MI(M7 OF IPP. N/A NIA KA r EtOPT r N/A (wmw N/A M/4 WA V N/1k IVA 91 WA VA 11/,k iC "SA NIX r WA 2 10417010 -4- _J �SSA -1kO N* t-R/1- -- V, VA7- ��,�A h./A "/A r xlt� N/111 3k*mp) �, OR LOU — 11 1 --- ___ — _T A X/A WA -T.A r NIA 6. N/A 1. "/A 7 (TOP) S/A ft, N/A Ile I'll rALLATION DETAILS FOR REGULAR PANELS (J) & SJA I/r D - ir 1014 ROSE 01APANG W/ IN$ ims, 0 6 /4' O'C' TOP , 6 INTO EXISTINQ--MD STRUCTURES "wom's OF 0 1, 0* 1/4- oc� �: ON tu,o 'no Lus -on 17111 w-e W1. A,, wo 67 ZE, cot t 14 SOL mom, J &'q" POR P" "ns, I law; ED 7 EG EO[ Tyr DO�_ ED Eot_ -00 1"Ax _IKw V4, oic fhA \-0 4 N 14-11= Utp.. M1.1, or ERWIM; wo rtAIIE "A ALL UNOPIS to 10 lt-r m- SCALE SOX ANCII 01RECt - - - - - - - - - - - - - INMLLABON N NO N OTE SPUTTER IRActm NOT. SHOWN FOR fly v_Aor 318�ol was; I, wsuuAmNs Arm my vAuo FOR amumat mtq As.D. DESIrN LOADS UP TO +615,5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-S' N)p ENSe'% - FLORIDA SUILOING CODE (fligh Volocity #I. *On# Zone) For, NEW WOUD FRAME CCNSMCTy>N, WDOD MEMaPRS TO BE SOUTKRN PINE NO� 2, W,,? SKCIFIC DENSITY OF O�55 OR EQUAL, 16 t 20 OW SALVANiZE0 STEEL STORm FAqL =CAN klsF f -LOSALPR I OTECTION PRODUCYS , Lm TOP & BOT70M MOUNTIN BE COMBINED IN AW WAY TO SUIT Aft? 11 n"No Al =kErPr *0 Y Fo - I ,'= moNE, IWXs" 20-176 IHIFEI =1101 __j a! vie) n Mm PREMALK ball �X- d IA"K Or ulw oust. To IcIaH-m-lmiovtko� mommmmmIm= pmcwn foom: 0 PvtoLWE: qus I aw" to 90WR� # * � camaINATON OF THEM WiclAim PANEL Litora -C (ml ---To 1. N/A 1, N/A m/A N/A Or WA I * I ITOP) 411,15P. -72D V 7 9- a- 9- ir a- I witom) `F-O to ikss N/A F4/A_ N/A 6' N/A 5' N/A 1 2 MR) +50,0 -72.9 5_ 7 i= '. '. 1. TO 71-6 _�:/T IN/A � fi- .1A I� VA V 1� I (ODCOOV) TO Om" TAPM N S-�134 - "M%JK to 1A. a-_ "wa, -X"m zg= of THEM :!49.2 -61�5 2 (BOTTOM) 7*-4V 00 LESS 5 -a _IBO 4- 4:1 2 (SWOM) 7--e OR LESS 2 $1/2- MOM) JAI- 7'-6' OR LIESS +--S,D 2 t/2' 2 1/2* N/A N/A >1'-S' TO W-V !lEf SNEET 15 FOR MOM TIRE SPACM IOR INSTALAAM INTO WO FUM cUMPIL "IMUM *k" III MO tWWUM UGE OMAN" ARE IWArATED ON T�M $C"=14, FTR Cm, tm M MOORS, FOR ItS oprmtos To RE POSSUM REDUCED SPAONG ORTAINUO UMNO PALM SIALL NOT K "M TplN Nop" SAMPIC PIDWATEO MR LAW Am;�" Tem AT AROHORS awso, 1 1 17-2, HE, 4, � sl2tr4 vw*�, go� 44167 FLORIDA BVILOING CODE (High Yot-f!y Hurdcarm Zo#je) Din— b2m 77111IM W_ 2D CW GALVANIZED SIEEL STORIA PA OLOW PR07ECPON PRODUM UC.1 47=04, -am 20-176 ma* SHEET U at 24 0MA fill [CA "MOM A.R111 06=4 TAP"N —TI-cm UAXAU* ODOM SPACM MR F.0, - 3 Ilr PAREV"m RXKFI lD !1:1�:t�� ftus j SOUD SET APPLIOUILE To seel"d # & W*vw PItia. PRISSUK, MTIW 10 To Comm k1mm To 'to III=- 00"CRm 70 000ORM TO mcwt To TO powitin I CONCRETE To 10 OPNORM 004CRM Aw mmamrolf or THEM w;wt, -L� t 'I I OL40K KOOK WIPS. NJA N/A _NU`A_ /A e I/A 61 N/A N/A wA —s- (TOP) N;4 �/A NZA N/A I mITw) 4/A NIA N/A _N/A $I _�I/A _61 N/A 5 N/A NIA 61 NIA� N/A N/A N/A N/A 2 (TOP) 2 (amom) 'ISS-5. -72'0 1. __�;A N/A El N/A MIA N/A N/A 3 & I OUR) r To W-el* OR LESS N/A /A 1- 6" 8. 1� t r N/A N/A 3 05017104) 6' /A A 15. N/A mk u/A N/A 7 (TOP) fr N/A 1. /A N/A 4 & 7 (BOTTOM) N/A R/A 32 1/2- 6 1,(4- 11 I/i: C Ille d 1/4;- I;1�� 6 1/4- 6 1/4- N/A T4,41k 5 CTOR/007TOM) *50.(L -W.3 141A N/A 12 t/2- 6 1/4,' 12 -1/?- ea '/A' 6 1/4- 6 1/1L- 6 t/4' A 1/4 N/A N/k 1, (TOPIBUTTOM) To w-2- +SISO, -72.0 N/A N/A 6 1/4- NIA 6 1/4* N/A a I/*- AT 1/4- 6 1/.- f 6 1/4� 1 N/A N/A f, iTOP/sOTTUM) >W--r 70 11 N/A "AA N/A N/* NIX /A NZA 6 Ile 1 6 114' 1 6 1/4, a 1/4' fi� 9, 10 (TOP) 0 N/A X/A UIA N/A R/A WA e /*- 6 1^ a (BOTTOM) IV-41 OR LESS OR Lm C. 4� 11/A_ NI/A N/A N A 6 1 /4- a 1/4, a (BOTTOM) R/A R/A ]f/A N/A N/A N/A'_j �NTA A --f 1/4- 6 T/4: 1 ;_-_t z __1' 6 1/4-A I/e - 10 t SM TIMM 10. 14 MO 12 FOR MOPORS TYPEE & SPAVIP MR NSIALLANOMS INTO WOOD pvMP INALOW mwfA wwR sm-cma N40 4"Mum EPIC OwAw ME ww-m 0XIM SCHEDLIZ FOR CA Im THAN AmvIal to $11REDUU: mum ANC�OR SPAC04 $I *"'PPLONO SPA04 SNown ON sm4mla Or D(E MLMNG. FAM" ?0k INIS 409901" 10 RIC POSSIBLE RMUM SPACM OINAIIED USINC I'WOR $tt� 07 BE LEW TWX MINIMUM -1,W= WDICK" M" ANOMOR VK AT A*WS LEDM ANUM M PLIn *0101, 10ACM OQ �Pj 1A O,Rm-4 � .,n I AMNIL m mw amm it 7 FUJIS V4-1O FAIIE"TE PLUS 1711, N 14.2c, 112iul. 1; xw TO MIND *000 MEADER EXISTIM; woo READIER EXISTINO WOOD KrADEO f el A too, -4m t /e U0, 6 Ile W, 1 OD WOOD kmit"i 102 Ul REO"J'Pto sm ScKWL4 ON Sm s"m a falk 4w _-kpmMlw M.. PARS, LENGTH LINGTK P*u aNam (50, NOTE 11 NCTE: 1) le� 1� k= 01 mm 7 2 T 21W WOOD PU(TC 4. Z-1 lamo 1-m-m RtCANIM, - __ _J �EIMATT PLUS vViCIPAr,ow AT Piz 0 6, O'C' W/ 1 7/8-0awmati Of PLATE ETRATION a WD MOTTI PokIr L­ 1�4`1 LAG SCW*- 10 ift 0.0. Sr*=Rm W/ f 1i 7 Mh;4 ��C To, ImmT MID I DIRM MQWT IIII1011147ING-INSTAIA&M WALE Z"A. I, %kE 3/8-1* SCALE 3"s'l- Kim, 1, INSTALLATIONS FOR ALTERNATWS OW, OW I CW ONLY VALZ POR avILDiNGS WITH A.S.D. DESIGN LEADS UP TO *11E -4READ P-M� AND 1, TO PANELS LENGTH OF 12'-*' Z FOR NEW W00i) FRAME CONSTRUCTIOM WOOD MEMBERS -to BE SOUTHERN , o,�S ,F NO. 2, W/ SPED111C DEJN��IIY Or 0�55 OR EQUAL FLORIDA BUILDING CODE (Migh Velocity Numioorc, Zono) No 41 IUML IYANIZO STEEL STORM PANEL awmE 20 OAGE GAL Top & BOTTOM MOUNTINIDS PAN BE 0 GLOM PtIOUCT COMBINED IN ANY WAY TO SUIT ANY ION PRWUMS, UC 11LECOtom, INSTALLATION, 4aw 4 S�w 01, INTO EXISTING WOOD STRUCTURES App; WOO. j % got."'' _7 Doi 01 '7, VIL, tot ALTUWft_J AM8NAT1YE_ Al T sa sctd3w f ED OR 7 77 to m 4 A ALTERNATIVE 3 ALTERNATIM 4 .4� ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCADM sokf, 3/mr - I . PENETRATION TO *a 419m WE � siun" mwo, NOT Awl" MR OIAWI� 'INIIJINHUR, TJQ WALL MOUNT1% ALLAT-10P /11� S. ALURNATIVE JW FLORIDA 0JUILDWO CODE (1419h VelocHy Hu come Zone) iv= TNC, 11� 1 20 GACE GALVANIZED STEEL STORM PANEL DkIm 91- 'NIM I- INSTALIAT%P& ARE ONLY ".0 FDA, VIAUNNOS OT&ON �oms OR To III _ASX� 4!W,f,, -72 0 pot AW PANEL$ tERATK UP IQ �WBAL MTEMON PRODUCTS, *.,- I MR "JOR TO rE Imul RK I.. TOM NOC P lWarw2r," 20-176 FNINe it 1040", NN5.)W OR024 i`w. RIA= "lE 1A I _Ps- > C- a) 2 cl o 2 -En Cu CL 0-0-0 0 -cu 0 2 5- c 0 U- 0 > Cn Cn E 2 CU "02 7A, FrA w m C%j C= C**j co C= C-, 'Cr w C= cm c�4 - C, E 3: CJ Cf) _4__j 4__j C/) =3 Cu 0 C/) 0- 0- a) C- 0 n (2) W m Cn LLJ z z SHEET NO, SH 1.1 I I - ---.-- __ ------ ____ _1­_­1_­_ ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A, 20)---------------,,�-,.----,,--. 11 - I -,.------ WIS. IN W174!t1';Iq . jl� 361117, ARVtZ, 54/18, 3* Mw * NAW/20 J-7,WN/Ir, 7w/Iq AA WAfm I' MIN. ----",-�--,----------�----��.�-"------".-, 0 0 0 _____f___01_____1 ______ — 0 , ­ � ______ -,--.- l. t 1, I 0 i � � i i , I 1 : 1 i I � i i I I ! = j I I 1 I I -I- -­ T I I I 1 A i . 1 I 1 ­T—. 1 , I I I � I � � -I 1 I ! i ! 1 I I i A 1 ; 'I � 11 I j I j � I i i ! ; �I ! I � -.1 1, 1 I 11 q)� , UlAk !N5N4 .xl ; �i I ;I � I � 1 i I � '' I i t i ! i I i I i I � � (D � ),t, 01C�41 I 4 l I l L4 W " . I i � I w � F.1tL ; f 108'"I'SIT � _­_______ -1-11, - i , ­11--111111 I l I � . � I ! I ­­ �__.__�.__ � � I—- ­­­_____i � : __._1________1 . � 1T_Ii_ ­ -7 , _.. � - ______­ - I I I � T __ - .' I ­J1 I I � 0 I? " I I- -".I--- - _1_­, -, � ­ I ,4'.-2 ,Ir s. MA , . ----:,'.-,_ _-:: ---[ t - - - rz; �,� I, I'll, �', l:,-,B,,! il i _,; I ,,I wNA; 9 I -�,�,,-_-_-�_---_-" _­-_--_-___ � I . : : i l 1__.T­1T._1­__11 , � 11,11, . _1-j- i ,Z.. f I I I I I I � I I / -, � U � - I , - , , I I � _ - "". _ _� ... 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AND CORRESPONOING MAXIMUM PANEL LENGTIJ 'O SCHEDULE MAXIMUM A.S,D, 1 hft., PA,NEL LZNGrH DESIGN PRESSURE, L (It) I MINIMUM SEPARATION I PMEL i TO GLASS I CONO." RATING (Ps.f.) (SEE SECTIONS) +55�0, -72.0 8,-8- � 2 3/4' 1 - UN80LTED POLIRED CON-tRERE OR CONeArix - at= REQUIRED � Amr. "' NO 1) R' I __ - - --I-- - _,___________ A9ALL9_1QN_jQETA1LS FOR !QffD_N_AZ_E0 LIFE SAFETY 90M PANEL SMEMM INIQ EXISTING POURED CONCRETE OR CONCRETE ILOCK STRUCTUM TAPcON ANCHORS ___ - _V*" TAPCON ANCHORS j/4- 7A" ANCHORS 1/4' TAPC% ANCNORS O.C1 a 'l. CC. =- AD 9'. Ox. ; ........ 1, g'. GO. I 11" : I � - POURED CONORM 1�1 POUP41D CONCRETE � �1` I - I I 1 �, �� I 11 -_ MCM-u. � , �,,` OR, CONCRETE I I ,� P= .00,,r-� � !" � ', ; F_i7 - I I/, GILOCK REQUIRED � -1 I OLOU NEWIRto ! 1 - , 1/4- . I � I I I I I � f __ - j 1/4* ; F-C - - - - - I I 1/4- � — __ I I I , I mc, I I � I I I � el yo!-_ I I i � I ., MIN,, I I T��_____ -11 I t i �FD __ I ij,. � — , -,,,. ,. -,,,. ,. -,,,. ,. 0 ,. i �, J, ,. 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I � � I ; ! ; - � � � I I — � w , _w=_=��iK=. _� I?- - g f : r_ - , - �, .-,--- . ; � : r . . e i I I � A I I i � � I ) � � � i � � I I ! � I ; I I I a I 1� ,�,Z�,-,I'� _77� i : : , � , : .,6'/�i0,4'­_',1,1,, , - -,X�/ , -fl. T 11-1,­ ��',�; -m-', 1, 0�"', , , , ,?� � ­1 , I : � , , � . L i , __G If, : _,�� I a I ; I, � � I --u I � ; � . . 7 ED.* ,;�,� I - i i , I , q I , 'E,D,- ,'� I - � I , ,, I ! . � � j � ; , � i ; I � �� , i I � i 4, 4 � � I 4 c I "' , — i . I i � : I I -c-S-0 , I — _'____ I I I j _____ i /2' 14 3 ,po 20.3/.1s.S, US, W� _­ L­­­ ---If � ,� � __, I � - I - l ;F � �=�t;= I f ------ [t _'_'j1fr10.3Y32` WIND NOT WAS l i I I 1',-,'!,",� 0 12 I/.' 04� � ',,�Y8Z - 3/�12 .- -1 I _191\j�:`# 2' WIND ; " IT " ,2 , O,c � . L, It ,/I I 0 WA 3/3 � . 'I'M (ISIC"Ol � i 4* TAPM ANCHORS � I I ! 1 _y4- TAPOON ANCHORS I I I- ­ _­,0Z4' TAPCCN ANCHORS ; � 4 1/2" u, � 1-11-11 IL,1�2�GQD, I a 4 1/2- TIC, I I I W/ STUD) I (STAGGERED W1 STUO) l - .a CONC E ACREIE BLOCK - l-110,0RED col, a COFACRE, RED WING INSTALLATION REQUIRED SECTIQN 3A IGULAR PANE 0 uff!E SCALE 3/8*-I" SCALE I- SEE SHEET I a a 20 FOR ANCHORS TYPE . - - -­ - ___ - 41CRIM TfK, ____ __!1_14'!__, VAKix SRNON" FOR INSTALLATIONS INTO WOOD - Amm,AO,I, %FAoNw OlLI � TRANS BUILDA'a F4INV.iR ANCNOR !PACONAS MAI w Emc DrTANcE ARE NBmATFO DIN -��"r - '--vk- [--*� AbLI ­_ 3 SCHEDULE FOR ED. LESS THAN INDICATED CH SUCA"lu RMINIE ANCHOR 'AFKwo BY "'FIFILYNA1 SPACING SWANK 00 SCHEWLE "-I j�� r,�) _� — ---", AcpAga0mumoo "10m BY THE FOLLOWING FACTORS. FOR THIS 15POIAT-ON to BE "OSS"t-F EM NOT SPACING offIANIED, US14 FA'11RO st LESS 'PAN MmAwm Swwc ININAAro rrA,E" ANCHOR Typt ON THIS wmaxkc I Im � ------ ­1111 - ----- ______J_ I" _1111--­ ------ ___--mr, -, -, , , " , m _ _ - ___ ; . ___ I , LN ---I- ', 1�� �� __pG,NEp BETE OR CONCw BLOCK REOLARIED WALL MQUNTNG INSTALtATIQN SECTION " 0 REGULAR PANEL SCALE 3/8"-l' ­ LNSIALLATION DETAILS FOR OPTION #2 FOR UEE-5AFETY STQRM PANNEL SMIUA IN19 EXI$TINQ f!QURED CONCIRETIE OR CgN-CRETE BLOCK STRUCTURES . __ _J& TAMON ANCHORS - --- ) f4l TANCON ANCHORS 1, g� MC I . a e CLe, r I�ZA I � I � -1� I NIISMR I AIKFT 10 99 � 4 if;1 � 1-17-1 i � ; �, " ! . .. .... ,I 0'0 PANELMATE PWS W/ � ;A�3/1,2,' WING NUT *SHM , *(,I 0_ i � I L __9URw CONCRETE CONCRETE KOOK REQUIRED WALL MOU m NO INSTA N INEMEL a g SCALE 3/a--1- 1/4-W 1/.,. I SEE BMW 10 6 20 FOR ANCHORS TYPE A *am lym - - '��' _mwq SPA04 FOR INSTAILADIAM NTO WOOD — AN, AINAN" -.4 0�j lI .� I FRAME BUIURNOL WINNUm ANCIOP SFACJJA�S AND MINIMUM EXE m7ANCE ART MIS"Im ON INIS *__ A� O-j 3 3 I IOIl-, 0� (KI a 1 'p- I SCKmu FOR CA LABS 'HAN m"m ON 9". N60 SCHEDL;1z RIDIDUCE ANCHOR SPAPNG AN M"TIPLYINA; SPA04 $"Hokm, ON SCAUME xmA Em am mwg* AM I W THE FCLLOWRM FACKRAIL FOR THIS OPERATION 10 K POSM&P AIMUCIM -1 ------. __1�T ____ ­1 ­ - 26 __7 �' ­­­ ­ - ­ ,-: "'110"', OBTAINED U1w_ PACT" ="w BE LESS THAN WINAIALIM SPACING I FOR E" ANA!HOIl TYPC 09 THIS SCHEDULE ____­___2_vr___'_ -"-.,. ,,1 _,_.________ ........ ___ __ ,.-___,__ . I I __,,�C­ w ___ - ----- 1 _____i__L!,2:__ �___ _,�- _�. m I j I _3 i I 11 � i� i J� 1! 1 � , � - t , - ,w, � j jg _4_=�,1___,___k___, , , , � ­-, - - _ I � I 14 I � _� I ,v 4__`i'1­`-_-11j----� -� -----� ,%, B_ .�.,�,� , ­­ ­ ­­ 1�­__ , � - �Ii�,_ , � � -2: �. � i J-1 � _� 1,4. -z- !L1 _______i I , 11.T" I l, � , � � 2 1 :=_ ___ - -_ J l __7::�­__ 1 F -1 ! I l 7 j � ; � I � . I I . � I I I . � ; Y�1'1,�'0w�11011��L��111 -1 I � � I I I ; ; --GI r , , .% - i !I -, � � � I i � --- l EcIA , � - I . � � ; " 1 : I , � � ; . � 11 I : � , I � I z - i I I : I , I � I ____­_!11_­ - ­J ; "I I � 1, -10't FANEUHA PLOS :, I 41 4 4 . 3/3� . TE AW W= ; - � =O) W*G; ! � ; r _1� �. CONCRETE CONDOM aLbox REQUIRED WALL WUNTING INI&LOON Hum AN 0 LIFE MEM PANEL SCALE 3/r-1" m Q) Q) c— f -0 — CO > 0 (D C- -.I.- " =3 2 a) CD L_ 0_ c:)_ = o _0 2 = .- Q" Co m 0 -0 a) -+.......,, 0- (0 . CD -I-- = a) = -0 CIO 070-0 -cu -= "Fn = 0 = 0 5- —0 q � 2 a) _:t Cu = 0 .0 -6--j Cu U- %+- 0 — CU > CnC_ 2 ca- �_ CU -0 110- C ._ -mu U) C5_ < 1z FrA * pr� - I IN$TALWION DETAILS FOR OPTION *2 FOR U_FE SAFETY -------I INSTALLATIOt4 PPEIAILS FQR QPT10 #2 EOR LIFE SAFETY STORM I GOO& NOTEm- YAUG-1--2 Hm Smu PMEL ____1 ..� I -- INT9 EXISTING W9OD 5MCTURES i :71­__1_11,,­_,_,,­ INTQ EXISTING-ViM-Muclum , I 1� E­ HANG STORM PANEL SHOWN ON TNI PRODUCT EVALUATION DOCUMENT (PLt,D) PAS BEEN VERIFIED Fy'_4 COMPLIANCE IN ISd) MINIMUM EMBEDMENT OF TARCON ANCHORS AND PANELALLATE FE'MAAE IQ & P414CLUATE PLUS INTO CONCRETE � � � � , ,I �1'.-,----­Ll-- 7"TT � ACCORDANCE W414 THE 202D (ALA EDjMY) OF R4E FLORIDA BUILDING CODE, BLOCK SHALL BE I 1/4" 1. I 131 111--,�­--l- � I" .--­-,A�­__,,,_,,__ _____ r1t__ -7 ---�­ Ll__t4l� 11", �,�'i L I I __�,, , � � l , � , 1, � 17", , ,"Im- , , 4 l � , �­' N 1 - `CPON 162D OF THE ABOVE MENTIONED (,'DOE, MINIMUM EMBEDMENT OF 1/4-0 718- CALK -IN ANCHORS SHALL BE 15 7/9- 04TO CONCRETE. �! � � " __ u, ' , L_�,_ I J , ! � -1 I � /, "', . __L_�,­ l ­� � -, , - 9 jL]I_v'1,_T_;_j1! I � `�` � �_ �_ DESIGN WING LOAD. SHAIL BE DETERMINED AS PER S. S�2) W "", -1 11 -1 - 'I,' iq 'W", _� I -, - —1 � - ��,� - ,,, R 1, I I I I" , .1 Ill " -�_', id , - - I �' " ­�_ Is I NO EMBEDMENT IWO ANY FAMISH MATERIAL SHALL, BE PERMITTED, �_� jj� �', ,, I � I - �� "I �11' , �;­<-,� iR " FOR THE JUN ON LWL .111S,�,,111L.LEII 00�111� I " - i "w%rm 11� , , I it, I ,,, , .1 I - FOR A WIND SPE24S MIRED BY 4SOCn W140E TIM SHIMER's BIT . TA.��. q%_ I �: ,,�,�<� I 11 , �11_1 - , N � AZIADOI �' "I ,'�;�,,,�,` � ill , __=AAm 1,,, ,,-,',' 1 . I "WiRigDER , DIRtClION rh Kd.04G, USING ASCE 7- NOT EXCEED I I �, - , � �! 1/4" 0-20 SS S0CWAUK BOLTS USED SHALL BE LONG ENOUSN(SHICULD ANY FINISH MATERIAL Ex" To C�l , , 11 I- , , , I , - - 1 �� 'I'- l! I DESIGN PRESSURE RATLNGS INVCATED 014 SHEETS 25 * i6� - - II . - a i ENGAGE 3/4, INTO ANCHORS� - � "I - , � ��� �, - __t k, , 44*. TARCON a 6' D.C. - - __ �1�t, ,� " , " _,, w 11 - /.' __'_ _�I/4�. TAPCON 0 6- O.r- .� �1111 , " CON a 6, CA; ,� 4 _�� �� I ;Y1, ' 11 - , 4= ___,_r41'1T12:4mDwN a 0 O.,, _ , __ i - , I � , � � �' `­\ I ill r W/I 1/2- MIN� THREADED ,,, � �', � P&CTIiAftN1 AT � EADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16 C".. 11 , 1, �T MAE'DED �'1'1, -1 "I ,v4,* TAIP" b a, O.C, I',, - - I I � �� I - 11�11 i,, ­7 !l! e� � c I- � 1 /2 MIN.. THRIAIDED I �lx, N. "Um 111 _1I � r �ij PENETRAlTION AT WORD �, , � , ��l WOOD SHALL BE FIRST REDUCED TO AS.O_ DES" WIND LOADS BY MUUIPL:01,1� THEM BY O,S AN OKMR To &,I) IN CASE THAT FIT CAST STONE, OR PRECAST CONGREOZ PANELS BE FOUND ON THE "ISTING WALL, - 1.� � 1, I � i 1�� � 1 , HEADER L 14EAM TO COMPARE T14ESE W1 MAX. CkS,D) DESIGN PRESSURE RA'AINGS INDICATED ON SHEETS 15 * 26. ANCHORS SHALL 915, LORD ENOUGH TO REACH THE MAN STRUCTINIE BEHIND SUCH PANELS. ANCHORACE CL) 1= 11 1. , u To , __ __ - 4/1�1/­­A`., N I I�11 �i- ��, , .E- , wow , __ ' T`PDON " '�' 0 C/I 1/2 WN - Z6 - , - � N AT WOW 11 � � k " AT WOW .,�, " ,WAGG / . I� , I g -, � � I , , , � I , - : , I � � " A�, , HWER I I I � �, 0EADER , I� J ''I HEADER 1, 1� — I , - , 'I'll' , / I = " 11 ,� , , 4, .,I �� , 1l: ' L , I , , I / , Ti, I A, � I I i1i :1 I SHALL af AS MEITTIONED IN R, I) AND IN 5.2). / � � ' � , " 1, ,. 1 ',. 'L j " / I 11 � � l , _: f , �, �, I " 1, , , , 1�; L.0 �,�, ,t -e* � � 'X I " , I �' l-', - .,4. $ ��- , 'r, , - I � i l". 'y - -96 , � "", ,,, 4 m4ae �t E,: 162 'TRESS FOR WIND LOADS WAS Sa USED IN TREJ9 ANALYSIS, FA TEINFRS SPACI T - , ."c" :� ,,c emo I- , ,,� � ;Retim � w" I 11 IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS PX�M AS TESTED WERE NOT OVER STIAMED, A 33N INCREASE v L " , = 'Ti, , l �40` ". i/4. I , , � I � I j 1/4' L :5: = ., � 11 --_ /2' j 1/4- 1 I 1/4' 4 "/" � " `91 ­� 1/2' 1, I i I I IN ALLOWABLE b ,1 NG 0 WOOD HAS BEEN I I I , I , � !�, , ." ,�, , . ­,�� _� 1/1. , I L�, I - -, 1, �, � , � , 91P� - . � "'- , -11, �i�i� � � , ! �\ , �L Mox, ,�, , � ;l - i DETERMINED IN ACCORDANCE WITH N-D.S. 201s, (C) ANC14ORS SHALL BE INSTALLED 90ILLOWINA, ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S " =. - - I 'i ILI .- il 'i . , - � "., I � l *A - - � I I I . - ' I , , , I - ­­-, , " I I �,"� , �Mqt�- '­ ­­­­j STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WfFH SECTION 1626 OF 0- _= m C-) cl, , I I I I � , ­ '1v I : , . ----' � J I f I ! ; -91 T T , � � i 1� I , I � I TA`S-202 AND TAS-203. TO BE ATTACHED TO INS' RE ER ANCHORAGE. THIS SHUTTER SIFIN-1, ONLY Or ATTACHED TO CONCRETE, BLOCK - = - CIA_ , , l I , , � " , , REQUIRED I THE ABOVE MENTIONED CODE AS PER qNE5TRA'RONf TESTING LABO"ITOW. IN'- REPORT 1 2032, AS PROTOCOLS TAS-201. 11 IT SRAL. RE THE RESPDNI LITY Of ,HE CONTRACTOR TO VERIFY THE . -= Cp >e ,, / 2 , - - I I - -I �1, cc 11 I, m i , . ;,, . , g , � . � I , i KNNUFACTURtP, � - �', ; I ; — I , � - " , , I WOOD H ��_ , � � � WOOD HOLDER � ,, A;;N �, I� 1 : � Q__ ��_ ��_ ��_ � /� � ��\ i : " . , � I ,z 4, �, 0, ,�, I . EACE' 41 "\ I _i, I I � . � RAEOURED ,-,-- - i I I , �j i� I , 7 � I, I ; SOUNDNESS OF ITWE STRUCTURE WHERE SHUTTER I - -- I � � _L -- ­V PROP /I � E I I ; � '& - . Z��, ; � 11111 � I �. I i I I I I . (Z ; ' — ria I � � . t 19). I - � %111. I , i I I . UP I , 14 1-1. 5 I ! I I I ST. CON1, OR WOOD FRAME RIJUIN - - I � 1.� ,- I - � � I I - - - - - - � � I'll ---- � , C.- M I=) - I I � I I I I 11 I I I I i �, I , , I I -, L : ULF111-1--� � � � LL fl- . I i 2- T1415 SYSTEM HAS SUN DIES .fGNFD TO BE INSTAU,ED ON THE OUTSIDE OF THE OPENING ACCESSING 7HIS OPENING FROM THE ! t . , ; _0 i � I I " ! ­ I i - I � INSIDEOV V) =, C14 _= , , (3 i - � %OI THE USE OF A LADDER OR Urr TM APPLIWION IS YAM WHEN INSTALLATION IS INTENDED TO, BE PERFORMED ;2. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT WOES -*HFCH REA,WN IN CONTINUOUS An 2 C= AID ; � C9 ! i � : (1) I � i I - I I a ; � --a FROM Nstm OF STRUCTurit, CONTACT WRH THE RUWANG '10 PREVENT WWO/RNN (NTRAUSION� CAULK AND SEAL, S ITTE S , J, AROUND FULL I � I I ING t - 1�1� I I ! W_ 10 � � � � z I c 4k R TRA� AA -cr w - J i I .,� El 'O MAM � A I EXISTING I i 1 - SAiAAR,NYN � LENGTH. r\ ::.c "O � i ! , ; TO *L�s l I i i *0 m- -1 � I - xf AND DOUR' .& W G,=-,--,- , _ - 3. SERIES TOM INSTALLATION 15 APPLICABLE TO END _E HUNG STYA.E WINDOWS WHEN NSTALLATTON IS RED ED TO at: - - : ; ! (S m � 1 i 1 3 y � ME SOAMAZ - � ! i PERFORMED FROM THE INSIOr Or STJRUC71JRE _= CD I I M., I Z��S I uo� 3: i PANE LENOD, %, =1 : � i - 1 11 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDiCArED AN TKLE CPAW114C Tit � i t I 4 1 *c wq.� j I (SEPAN& LEN I ON 10 � I 1 . ON SKIT 16) -Us ANY BUILDING AND tONINC .!H - So-," I i , I RATIO E NOTE I OP, I i -0 ML ! I � ' 1 1 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. I I SEE NOIE I SAUDI#) IS PANEL L4NgFN FASTING 1 �� � IELOW) I I I 4 "' I = ,�OS,N. i 10 �m I � i I 11-1 11 I I j L - " "" I _LGWl S.. - i ; f I l I " -1 PANEL LENC I IA-, SE'A"PiRAIN 7 'L, M." SILAS- V M., 4. SERIES 2000 INSTALLATION 4; APPLICABLE -ILI stuQL D STYLE m4wwS HEN GLA C, _= ' - __ __ __ �­A . I -LQFR$ ' W ; � ­­ I- -1 r , - - - - ,,,�,�, � - : --L ­- A,��-Z -.-.;, -.1- --- iaai!!__, __ - __1_1 1, I INSTALLATION IS REQUIRED 10 at PERIFA-AVEL, FROM HE INTOUPLE HUND AND HORFZONTAt 14 ATIAABUM WINDOWS AND DOM, JAAG, F - 2 HANS; STORm PANEL EyETtM- IS p M, = U := -3: I � I � r- (SEE NOTE I SP-OW) - -,-- ANAl a _­4�, ' ­1­� ---- L E AN CLASS -'-f- GLASS �­A_- (UO, =," - I 1 � "t - --- ij­ L 1 I PANEL LENGTH ____ ��`,_-___ �, PANEL LENITTH T SIDE of 57 CTURE. FARENIF at - Ar=, I 1 1 1 M _1 g ON t,a7 If') L ' : I/4-0-2NI-_ - " - i --a Acl� � I �SEE Nam I SIEL,GRU -2NI' r----­r- -- - - - Nm I BCWW) �I: Iry i I l -1991-1 _.-L - __ � ... ... ­,­_ I "ISTI 04 &4w $61 i 1/4'0 �S,ES -r, BI: " I I �/4,*" "W rj­­,_11l�z__,__, I i - k-,' -.,'---rL_ ,----,I I V­­ ­ , � . 1_' ­111 A , r OTH RW IS THIS ENGINEER IS aNM AND OM NOT PROMOE I I I WJ I - $� AU ALUMINUM EXTRUSIONS TO RE 6063-7S ALLOY ,AND EMPER, i(ONLESS E CE No C) 1,5. (0) THIS PRODUCT CYA"MON, E I t I GLASS I � S.S. IN- w ­­ ­­�, , !�=W)LPR PARED By � � I I I I � I i 7 I Ii - I I A, WHERE THE SITE CONDITIONS DEMATE FROM THIS P". = 2! 1 i WING Nut " r � Ij� ", 1._,I__ I-- - _;_ ., _ I " , �71 '! 9, ALL ALUMINUM SNEET METAL USED At CLOSURES, SHALL HAVE ,3105-1-04 AIJUDIY� INTORMAIJON IFOR A SITE - = I , I _ � .. .... �� - L ..... . - -, , &,-4,-vm--"�W/A'­__1_ I l L,:=7,?�(F__,-,77,_, i i 11;1111 "61-1-1 i A - _� -, I 5. cu S� � , I I I �', Il �Lg 1 � I--­1 ­­11 ­ __ _ � ,- - _ +11" , , , --- :1M, I ., - , ,� � "7:�­= ­­�%­,­1 � '1, B_ � _-­7�_ W 11,3112^ ___ - ­11-- f , 1­1--, ._1 11 I _,_ _=,�, _ , L, � - I - 1-:11 � I I ,­­-1�,­_ ­_ , � I ­1 I - - F - vl�, I r L � , , I I I r­_` , � -_ ­1_ I fft) CONTRACTOR TO BE RIESIR"SIAE, FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LATE SAFETY 0 .!= w " = : � i 1, I � I � il I " THIS PRODUCT ]BASED ON 11,11-3 PZD� PROVIDED HZISNE VOSS NOr DEVIATE FROM THE CONDITIONS MALED ON ::- = :11 11 � I le4`* TAPON,,P � I 7� ALL STEU. SHEET METAL PANELS SNALI. W! ,STRUCTURAL OUALSIV STEEL. ASTM A-ISS1 ORAD4 SO Mi., (ALmANIZED STEEL . -_ 611"I _4__l I % " 'IRA)" I- - - " ­ I- I I 1, ,�, � 11- I_' 11 ... � l � TH15 00 'n E. _= 1111 � -'I'- -LL - __1 � I � i .� V I � � i � I I I ; l ; I *4,__', - ,_ I "GNA%N WIFy- s8_5 k." (AFTER RAIDLLJOI� CUMIENT CONE ON SAFETY At SITE IS TK �ONTRAGAA`S RSSPQNSiWM I , I � i i I _j . I I mv,.i�"Eom I f I i I I � I I �i I'=- I I � 4'_�,____a___._ ­­11 I j : = 1-= ,� , = I i 'A_=_= _.. . I ".- i 7 � i I I � � I � I 1-11.11 ; I I I 1 PEREMAT ON AT -1 �4 I � � � ­11 I— �� .I.-- � 0, ALL SCRIEWS TO BE STAINLESS STEEL 304 OR 30 INS' SERIES 09 CORROSION RESISUFT COAMM CARBON S-FrEEEL AS PER DIN (.) THIS PRODUCT VVAUJATW* DOCUMENT WILL BE CONSIDERED INVAUD Ir VODRFLED� CD u I I I f --- ------ . � : � ! WDWIDTH OF PLATE' � i � "j i � j 1 � L : SWI $ W1 SO "t YIELD STRENGTH AND 90 klN IIIMSiLf STRENGTH & SHALL COMPLY W/ rLoNrA BLIALOINIC CODE SECTION 241 1.3�1 4 1 . 5 I I . y I I I I [ : I C-) I I ' , i ,�, 0 1 1 i I I (d) SITE SPECIFIC PROJECTS SKALL tit PREPARED By A FLORIDA RADSISTIORCC ENGINEER OR ARCHITECT WHICH WILL I - I ,� I �1&7L I ; ­ i I � I 9 , � I I - 7 � - 7 1 1 1 -1 CD I l l I : L r 9� SOLTS TO B,& ASIM A-307 GALVANIZED SrML, D AI_qI 304 SERIES STAINLESS STEEL, WITH 36 Alli MINIMUM YPELD STRICNGTiT 6EC ME TIC ENGINEER OF RECORD (EO�R%) FOR THE T AND WHO WALL at RESPONSIBLE FOR THE PROPER I I I - ]v I � l I i 1 I 'La 0 I ! I __0 : ; USE OF THE kE,D. ENGINEER 01� RlEtORO, ACTING AS A DaMTED IENCIINEER TO THE Pj�O. ENEER. ,SHALL I , I I � �� - CP ! r_ ;�� I I 1 "(2) L I - I I I 1 TIC. ANCHORS 70 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SRE SPECIFIC DRAWINGS MR REMEA ED. ,,l. - .1 I I DO. " � , . f I � 17, � I . . � I I — t ; (A) IQ ITL - � I ; - _E&I_ N5.�E� I- "-; L " ' L- -4­ , : I A_ I " L . , 11 i _`1 L _: , I � I I I (.1 THIS PtXL SHALL KAR THE DATE AND ORIGINAL SEAL AND SIGNATURE "Mi"L yk , . I- -, 4-*__ I_ " - I I -!!! u, I ; I of TIHE PRO, ENGINEER OF , 'L 11, : ' ' i I . I � I , - - L4_____t -- ---- I ­J -� 1­1­1 I ____ I ­ ­ I � � RECORD THAT PREPARED, IT � I � , -- - _ L I I I , � 1 7 " ­ I Ep. I," � - _,,,L- l' ' ' I -- � - 1/4"O TAPCON ANCHORS AS MANUFACTURED BY I.Tk WLDEY� INC. (MIN, ('­3112 p.11,i) I I ED. � .1 I � N iT 13 IV i I � l I / Acnjlam�s - , I, I I z i I _,�� L - ­_ � � ., '_ 1. l 114:0-we4-ss, U.S. w Ell 17, , & _j _--_--,Ll � - --- : - 114-10 PAN11MATC FEMALE ID & PAN."ATE PLUS ANCHORS. AS MANUFACTURED BY EL CC TIC P 116, STORM PANEL MANUTF. LABEL SHAUL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN . --"-- J ,� -1 � :_ f I _ - � j,' --- .J� _J` P � �,! --- I , � � ­449 cour, .. � I I 1, I j , - 1 4' 0 X 7/8' CALK -IN ANCHORS, AS RAWJFACTURED BY UVALT INC. (MIN. i'­3000 D-;,) � � i i i : fil I I . CQIO� CO ED, -- I -2W/4-sx, US, W/ , I f I ACCORDANCE WITH SECTION 170",3 OF FLORIDA BUILDING CODE ONE tA-Ral SHAL� BE PLACED FOR EVERY OPENING. %L . I : V,16*4 � 3/32* mma NUT .� , � - �� WING I , �� I- L_ - _��' � -- - I= CIO NSTRUC m ROD I ;; lk � : ; WASHER � 0 12 1/2 � 01 I , _ ­ EC� : � um, I 11 j � - Qc 0 1� � (fil-3:S50 P...I) *1 A � I - WISHER 0 T2 1/2. Ox. ,", � t I D, 'i L L ! LAEAWNG TO COMPLY WITH SISCROF1 1709.9.2 OF THE FLORIDA. SUILDINEA CODE , k �� 11 I '. I if, W/0% (=NC NUT I : f i � � 1, � � f - —N t=,-J ,_A ,I- :�� ,,���­_ I 1.,-,---. -- � ------ I _ - I ­_­_j ­­ ...... ' I - 3 i - Ei i - L ' ` , , A � , I i 1, !,� 1! 1/4-0 TARCON a C mc� - � I : �t, � � ; I , � u ; � I , I I L I � i � j i" � � ll �,-,, 1 � .� PCON a 5' O-Cr � - I I _ w 1/2 - I � , lf� , � Va-0 L, -, � I I � ____K4'0 1APCON 0 6' O.C, 1 4 5 � ; - - . ", I � I , I I � - 1',� , , A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO FIGURED CONCRETE: SHALL RE 1 3/4- AND 2- FOR FANELMATE L , : I I W/ STUD) " - I , - i � � - I Tion M!MN � 7 2 ; 5 . 1,,4. LA ' - - 11-1 1 -,/-,2� WING NUT 2' . 3/22, YANG NUT I I RE I �, 11 � ��, � 1 � ', . ,WXE; 9 B 1 /4- D.C. I - -, � WASH -1 s W/1424MIN, TdREADED _'Ij ` . PLATE � ii iii 1 4 ; - - - FEMALE 0 & PANELVA - PLOS, ; " - - " � ' , . 1 � ll� - ----.ED W/ STUDI Aul'IEREIA , P 'tNATA� ' - I '1-1 ��LAIE I � . I /, , , , r , � L, - -I �� �, S � ILI �, i it " ,I � 'I ,,, 7 ,!� '. z I - - �, L,, I i �,_ rli 1 "EADIED i , �_ Ill . I I � - , a I 1 W7, 00 ED - - - I - ___ ,, 'm L PtNET'L'i"D I - - - REQUIRED RE`04v'rR`m0o0 t I ER 0 (BEYOND) - A AT MIOMOTH Ifl � I � I f�I ,� , �,;, - AT =TH �'L�j I ,� , ��, � � , ; �[l ��j � I , - OF PLATE I I � Ct PIATE " � ___ , i � � 1.41 WOW PLATE ;�� - ", l I I i -_, � yA I I - ­ _7jg6V KATE � F #1�10 PANELMATE PLUS 1-� I _' ' 1, , �J� `_ L � 'I I , A2) MINIMUM EMSEDMEW OF 1/4'0 �K 7/t' CALK-!NANCHORS SHALL BE 15 7/0' INTO I-ONQRSIC, NO EMBEDMENT zrm I 1101K= pwr ­ � , , ,�_,l - #I--10 FANELMATE PLUS . I � �Vj jjj� '_ %� ­_ ,,_!� 1­ ,:, _�._,,_ I [�, ,, AW FINISH MATERIAL SHALL BE PORMITTETA- , ­­ ­mm - OX, 4, a 1/4' OQ, WIT �7,_a ,. '­ " '� 1_,____A9zD PLATE t -.1 I I I.A. . 0 6 1/4 �' ' , _, , I j�� L ______1____p0kITF5 WALL MMJN � a 'AIN, THREADED P ETFAIION ,�' 1 i , 1 k 11 � MIN, THREADED PENETRATION ,,, I � i e �� j! , � 1/44 Al-20 ss SArjmAUK socrs imm SHALL at Lono ENOUGH(SHOULD ANY FIMSH MATERIAL EXLST) TO ENGAGE 3/4' WALL MQutmw 1!� WALL Mqu"TINC N Au r AT ADINIV04 Of PLATE :� I! "�� i � AT MIUMETH Of PLATE 1� INTO ANMIORS� 0, , 11,iii � 1. , ' L__�a_ ii, - L _�0011#"J%N - - , I V 1, iIA QN t"" M*&&L I � __ - - I _ I-, _A, ,%A ri _19i - ;�,�� sz*t ,-/Ir- I - 2 LIFE A.3) d14 WE THAT PRECAST SAM PRECAST CONCRETE PANELS, OR PAVER$ BE M,UND ON 'THE IEM$TINd WALL OR 4 L 318 il� � *.I, INSW FLOOR� ANCHOR$ SHALL W LOW, ENOUGH TO RC4QHA T14t MAIN STRUCTURE WIND SUCII, RANIELS. ANCHORLASE, SHALL k -­\)CEIv4 %!ro NEW !m StAll- WALL MQUNTj"fi iAMN AuAt" , 119 I. - I EML _tmvmm "'14MIl"UNIN 1 "o."HINNNO ALIM BE AS MEWANIG) IN A 3) AND IN A,21', ;-` -,�- e -. 1� \ SCALE 3A,,I' SCAE'Sja*�T, 0, i . A� ,­­". �/4k 0 ,N4_. 'm � � IE E .1 ,K-,p,. I uti-S 't; , � LAIR NEL L �� P�, vLtl * NO� 44167 I = SCALE 3/e'�I' 4_� 1-1111-1- SCALE 3/8,- I, . . * '*= hm, � Lai 1p"W's�&SONCREIE-40u,� z -� E I" - A 4z , rC;L- _." , , , , , I , - - ` , " _,� i"I'-1, - �_,� � � � I - - I I � I , -1 , /, 11' �L , , , I I , I I � , I- I " � ,� I ", . L1_ � � A . I I - I L I 'I i I I I I A" I G" -_ r �,__, I +1 -1 I I I ___._____1­ I , , I � I 'I , , , , � �, , , , . , _t , � � i __ v - ­60".­" C'ENSe", - II:, A�.­,�-,,C-ENS,-`�� "I . - I = 1. INSTALLATIONS ARE OWY VALID FOR mLmGS WiTH AS.O. OESY-14 WADS NY L, ." , FLORIDA BUILDING CODE (H12h VelOolty Hurricoot Zone) .* __ �. ---- � - FLORIDA BUILDING CODE (High V.I..R)o N.,_.- Z ... ) - 1j14- V TAKON ANCHDRS AS MAF4UfACMJR D BY I_I.W� BWLOVX� INC, _. � ---- -- . - rLORFOA BUILD1140 CODE: (HIgh V.I..Hy 14.1 .­ z ... ), U -MM, 04a, " I/4' 0 X 7/8' CALK-M ANCHOFEL, AS BY DEWALT INC, (f"M-1500 pv,i.) I '� " Am TILMO ANA, F.R UP TO �55S, -72LO PST AND PANVUENGTH UP TO W-r fl�ll '� 0=1 I � 1_67 _­___'___ INZ020 X I- - z . t4o� 4 1 1. .Ili �u PL".. W_ 20 GAGE GALVANIZED STEEL STORM PANEL I Tp = : .*- 1____�­la 20 GAGE GALVANIZED STEEL STORM PANEL DRAft �___ - 114-10 PANELMAJE FEMALE ID AND PANDNATt P` US ANCHORS. AS MA,NUFACTURED BY ELCO CONSM.LACMN �11 1 20 GAGE MVANIZED STEEL STORM PANEL BRAIN, BY 2- FOR NEW WOOD FPWE CONSTRUCTION— CO AICIAOURS TO BE SOLITMERN I -. DRINIA 0; 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WIN A.5.0. DESIGN, LOADS = * I -P' , I .1� . WD — = I * 4-1 - ­�� PRODUCTS (C-?G71 p-L) - PINE NO. 2, W/ SFMSX DENSITY or 0156 ON EQUAL_ = * '. I UP TO .St,G -72.0 PSF AND PANEL'S LENGIH UP TO 8'-e� :� I [SNTIE (Lr-?- . �--- : ­ .> * ON PRODUCTS, LLC, O"`"0m-'2`­ 11 ON PRODUCTS, U.C. .�. - %*%. cs-IT 6-f_::--W�T___��_-___-_ DAL PROTECTION PRODUCTS, LLC.1 "'U�m OF I . \ GLOBAL PROTECTI -----. A, A - luc. \ GLOBALPROTEICTI (17/2./mo !�!.ON,-.. "t 0*_,-� / 11LIECO INC7 'IN r-Lo 46M S,W. bI STREFT 2, " NEW WOOD FRAME CONSTRAJOTtM' WOOD MEMBERS TO BE SOUTHERN , I 11DIECO t.. 4W S.W. 6 STREET 4AW 11LIECO . v:�k-- 01go / 4m S III, &A SPAM i> OAAC M = 4 mw- No. 2� W/ S-Scific DEKISITT or 0-55 OR EQUAL ­1 ,� _ DWIC. rL 3m. �, Tmm IF CHOWErwo COMPANY PAW- FL " - --- - ._ -)W_�S, M* _,"N ENAAWEENmG CoUl- ""fs,9 mllli� =-* x11:.w=b..0_p.*"11. FHONE- (%.)M�IS41� W, (IIIARR19-MI 20-176 3'"I'RAISAIM-II797 20-176 """C'ySib J'iAIOCEV�__;t�, =11_11Z� ---,-. F.I.N.Ar, (RIHImmi-B. �T (-"_Arv7 20-176 *Ifss i I �:, 11 � -1 t-)"_1­0bN­ � A- .1-12, .. , = .It PHOIC. (95 II ORB .-I., ____ --------T =_ P� WAt,l`SKANkTW1OATE _`0m?I. =_ --A — I - I- — I - IARNNr4 � tZA_`iO,N`7: � ,w7";;IsYNA;IwrvAii� -- - "'; - - - - -.1 — DR� �. ",11f)i C.-Opw, AS -.1 - M." 1� �R 1�511: � � — , - V`IAMNIA 4�, _. _ . - , CA I I u 1114 01" 400 IIAW­p� Smvswmn�/Owm AAlm A. PUR ,.,,;',E --7-4 " I- 11" i !F wo & w if, u 4- :=q-- Mw 10 IV 26 girl 21 or m mj. 67 I �� 1�7 1 - . T-1 t - A - -_ I T I nbftQA_Ij�_j AA167 ku L � - m, at" =-_� �_� - ______n0.1p_ -, I , - , , I , - - - L- I I I I I I ­1111111111 RIES 2990 & 1 000 E—Z HANG STORM PANEU 1 (SCALE 1/2-1 -) z �----2,.%j­-- --,--,--,----,--..-,---,.--�-"-�,---�---�-,------15,t9V (TOTAL V0GTH)--­­----­­- ----,-- ­­__­ 1 —2.591'— � ,_ - ,2,250' � I . q__ I —�--,-------------------------12,5W- (EFFECTIVE WIDTH)— - ­­ -1-1 1_________.._._­1 ­­ - l , ­1 -- T I I � l F ___ 1 2�2-50"---j : j,k A-------------6 ,/4-, � . I i _ __ __ I 1,370*`­ -1-3tio- - -, , - i � I I - -­ --I I ! ,-- 7 I . I � _350-_ ^,50(r � I " I I � I I - � . 1�4N �> : --i I I I I � .075* z 075* 5 � I I . u I - TYP- � 0,03r ON. 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' - � � f " NO� 44167 - S [ ====� A 2 . - ­ . 2** * Tv fm FLORIDA SUILD1140 CODE (High Velocity Hurricone Zone) *. . - I I — - =0 TIVRO, #C "� �750�___ 1 * 20 GAGE GALVANIZED M I I 1�1`. � FATE OF %ct� E - L STORM PANEL .3, hint, lk 011�-- __ V_ , — _0940i 91, — � ORIO, � - I 0/3,1112m -, ,C3, - - - GLOBAL PROTECTION PRODUCTS, LLC. tw�__ (2) 23�d%kn.��ALW. MG 08 5JOPIAR ­,'34�4­ �� L ECO,mc I z I �0-.- 'i", 11 I moo S`w. 61 SAW ill LONG � Ill �� MR, FL, =!A,.S,4 Hot I I ,,::7:i No . "A , so "*.. !'�6� tg. ".*=, . .1. PWON�- "05ft-74451 f�l t R*v`!`7%T 20-176, 63-1`!i, Alum A"Y �_ w - -, ­­ C.,-0006719 A. FIF, SmAmmomAil/wE **t7m A. j,' P4 — . � FLOW. a"; �Ad? 1ARKWO 22 Or 1A I I I I ___1 I j / 24 *r " '� .7� / .7_ IS ISM NOTE A 6"Aw) A zl4* ,,1/24 4 */ (g) - (z) CE NOTE Z " 3- M_ 2*/24 10� V/24 * Iit4w.s 4��. r �F ARM It . .4& T T-191- 111) �� I . t 3: 4- - OF SCHEDULE on X% .& SCREW.- 37� 1 --- ME S=- "I. .I —.-,- SAGE SECTIONS ON VIEET 2- ; I I I mim xr 2 t rA.:-, I— I I qm;,. � . I. I I — . . . - ,� $MS16 �� _L - EACH 00 OF -T . - ,/�' - i *' I I ll I I ! IT A i I . ! I I 11-1 I I HH, A . i jil- Hr� '111 ''I" I I I � I ! N - I I l i i I i I I I I I I � I 11 I , M I � � � I I I III I I 1 1 i i I I i - I- Ill A I I _j J-111-1 ! --I.. i ,,A � 1 [1, � -M-1-1 - t - -, _�_,__�, — A -I- L" _rh�! u"t? t - I d i A -1] I . � 111 - LI ,I I ; I - __'_ _'_ __ 1-1 7[­� -V - -_ 'ORrF - _il� ( �T_;,. 1A,P - I , 1, I (10 4 1.1 [ ­­T -,-- ­r, ­- - - .- 60 Y , [ ( ,1,zz, ; � - I I i PAWIIJ I (INTSARKAR ll� ;�� , , I ) I I I I '� N "" a�'Ncx " 3, A BELOW I I I SAM NON 2, 3, 4 BaCA t , I Sao, , I I- _+_ 11 I 1 i BE OIF j, ! ! 1 i i I ; � I , ! __ � , , ,(�, �- . � I i , I I ,%�;7 I i , i I I I I ! A � i ! 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I'Ir _tIN1w1u ON SHM W100 SCRIEW,. 7t" � !IcI.� I w � I ,�I'I,W( , - .. ,,r I f/2* ­..... 1. %Lm CT.0, , SHOU 2a CH _". I E'r � 1 (D OR @ I,/ OR W/-& 0 , , I * LAST .a's -TO IF INSTALLED AT EACH OPEUMSA"u-Ii r 6C, OPCIING ALIAW11 BE I � I ANTIEZ I A IYPICAL ELE 2Q.90 I TIM 14AN(TILE TO FACILTTAX A TYPICAL ELEVATION EQ ILa low REAR HANDLE M FA=ATE HASTAU,Ar YAT R SER IF INTENIM TO BE INSTALLED FROM IF NTENDED TO BE Wll� FROM INSIDE OF SINUCTURE, E-Z HANG SIM efA%E7La_2W)M E-Z HAN9 ) STJM Ugft PANEL (I INSIDE OF STRUCTURE - SYM ______j I 1 Smuz RGUf 3/3r - ,� . %�Y���������114' �. � _-Jr- - GAP, - - - - j/d. K­­ GAPP I I / �_���, ,-/-\-/ \-/-,--\-,-Z- - Y_ .�A A -A TV 4&1ERkATE 2rlak U010 11- C, ,,l - --, Eg - 1. hm 7 $Cut vw - 4* (1). 2E5w10_-QE_ - : E - Z HANG STORM PANEL SYSTEM CONSISTING O� FANCL � Aom� TRACKS AT TOP & PAN LONG , (01 BOTTOM VANOLAAATESU�AATE PLUS OR 15 (1);,VJWM,jjF,_aUKa,=; E , M WORM PANEL SYSTEM CONSIS',1140 OF PANEL � %,, G;,�7 W r I' TRACK$ TOP & BOTTOM. (2), END PANELS SHALL ALWAYS BE 00"NEq�;p TO tv NO BILL *ALI BY LIMB` of PANISUMTES ON, IF 45M 'k W 5 LOA& TRACK AT GOTIOM END PANELS (2) fO PANELS SHALL ALWAYS BE /, - 0 ECIM TO BOTTOM TRACK OTTIERMSE A STOP BAR SHALL BE CONNOCIU) TO T�j._LIO_ SHALL BE PROVIDED At TOPCOYN'TIACH PANELS, W/ 1. N' P1,111Y WING NUT OR 1/4 "XW , SGRE 4EL 7/T w". — ­6 TAZED (NICUPT AS IF END PANELS (3)� ARE DONNE D T� tQ= TRACK, CON!4 DESCRIBED ON WE (Z�) I OLOW)l �LA N"/32 ,�MON SHALL CONSIST OP , 4 e M,S1 W/ 7% Ut OR 1/4 ft,314'T Mii -THUMBSCREW BE r z4;11;P`161/8OT1w (3), FOR CASES WHEN END PANELS US N R; ARE "D ' A' TRACK, LOCATION OF FASTENERS Y S 4 EITHER OF TWO "C' A '� 'Nop BARI EXTERIOR FIAT FlANIGES OF END PANEL END PA14ELS ARE NET CONNEDEYT. a Q 1171, (ran. PROVIDIED AT TOP Or SUCH PANELS. (4). IN CASE THAT END PANELS Art NOT CONNECTED TO BOTTOM TRACK (i.e� A STOP BAR N (4). FOR INSTALLATIONS WHEN END PANELS AND I E Rr,R,PAN,V ARE DIRECTLY IS ONLY USED AT TO% AT LEAST IWO PANELS SRIL L BE CONNECTED TO BOTTOM TRAC MOUNTED TO EXISTING SILL WALL BY MEANS COM LANATIE , 0 NTERIOR PANEL PX USING SPECS INIACAT� ON NOT-- ) ARM I SUCH WE, CONNECTION OF PANELS MAY BE USED JOINTLY 0 %NACT .80TTOM ATTACHING BOTTOU TRACY TO WALL TO BOTTOM TRACK MAY OCCUR AT I PANTEA_ ILNOCATION F "/TR�CK; W/ M PANELMATES ON i"'ATION AND W/ 3 I "" ' (5) SEE SiCnON 1'. V & 4' ON SHEET 2A_ SEE ANCHOR SCHEDULE ON SHEET 25, -1 , EDGE Dl-.-- 4M.TICA INITIOZANE1 IN&D JOJ� W/ IV,- � N _Z 'D A f , C6N` SHALL AI'ViijUlly it,"" NOT NEED TO 11Y ANY MEANS. TRACK �2 ,B,�. , I A . I"" I SUCH THAT ADJACENT PANELS I E LEFT & Rog WE OF R)R PANEL) HAVE J� 'I t I '1111��i� �:.. THEIR OVERLAPS RETAINED By I :,�!��.­ -..t�b?�. 1�, . .�i '0 . FLORIDA BUILDING CODE (Nigh Velocity Hu cone Zone)l r"No, 4 167 ". I PAIM TuluXL IN,- 20 GAGE GALVAILNIZED STEEL STORM PANEL Fp- . � , 0AW ev,� = . = * '. - `ZA �T_ __ _/ . S " VII ,q � ST of woz r - - �." " 7e c —o..., \ GLOBAL PROTECTION PRODUCTS, LLC. —, / TL I ... I — INSTALLATION DETAILS FO"RJES 2000 AND 1000 E-Z 14ANG STORM PANEL (1) INTO POURED CONCRETE OR COHr,RUE DL0f,K - - mul-1cl- , O.- .:�- ", (1,60 �, �1_11 ,So,� -I- ­ I A- '��--\ "" I 04 , - m - �_ ��,L, I ow ") �'Z, W'i�=-_ _N­ I_ AIL - "I �_ F31 - - 1 411-YN-, ­_\ . ww rs) -A ", wt�," �1� , - / 1 ,---v- oLve A � ,-.r-a-aw''t � 11 � - I - � �_ -_ m— _� �� J I I L 40- �m I �� "� I � � �, --A -- i I I �4)­ g --s. "­ � - �_\ ,;i ,I Z",� SUlOIn i , Ml, A 8 P� I . I I ! � , * � ,,� ". Bp i Rff� \ T I �-,'� - � I - I - I woPIr) _� ___­ -, -, I N, ", -w.-. Ll \ I I �, � '­ , A I./ IAANAA - .1 -- -"-- --I _� I I , I I -- , , L ��� , , t ___05 1 ,��,L",',,��:, 1' --r-u-, i (� I �7_r - 114�e A I I , �,� i - . � ,��,,�, I ", , , i I $/,r -_ i ! i I - , =A-=_ , - I ! 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DESIGN n RA71NG (p,*.L) AND CORRE%MQItj2 M&XWUM ANCHO SPACING SCHEDULE FOR IHS1&LLhMOHj INTO CONCRETE ME CONCRETE BLOCK STRUCTUR A ___ i 1� IF - — ,� - - � I= — Aff.'VU IGN PRESSURE RATING (,_21.1) I_ - WAMW ANDKIRS SAACM FOR E� 0, - 31/2- __ Apfl-TASIX 10 SECTIONS IT A, ANY COMBINATION - 11 - m,o,AmutiA ,MAL LENW 'L, (i,,) TA -CONS I 1GA04-0 I PANIUATE FEMALE M - ,7,;�,,, � To Co'c"E's - To EONTI- [To CoNcam I BLOCK I BLOCK CONCRETE, I I ED CONCRETE am -_ TO w1-­NL­fv' I— ' waiiuw - ____ 12, t N�A I I;V N/A 1 12- N/A �_ ,"A r7 � It A, " (TOP) - +S&Q, -7.9,3 it" - - I 12' -.-- - _ ,­ I ­ ----------- f - r I I_ ___ 1 i N/A f N/A _ __1 - � ----------- 51 ____ N/A . _ I-- - 1 a R/A ­ - 1. _ H�JAII! _:�-'� 712-71 St St .. W __ - i/2, , ., At , '. 1. I _ __ IT' �_r - _§�_ 2�� - 2' (BOTTOM) � - 70' OR 1XITS . 7 [JA MIA I a 1/2- N/A A I T_ , " N/A . _.�J7 I A Ilr ,_ N/A _ ___� . 3' Crat . 17, -_ wA I I-,- ___ - N/A -_ 9 I/vt . - N/A 9 I/.-- - N/A ___� I (�-:w I- H/A 1 12- . - N/A I I,, /A. 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WIMMILAA ANCHOR ~NO$ AND MN%AUR- EM CAMAAMM A" INDICATED M TIAS SCHETKILE, FOR F D, LESS THAN INDICATED ON 904OLILE REDUCE ANCHOR SPACING By MUL11PLYINd SPAORK, SPIOWN ON SCHEDULE 01 THE fallOWINO, FACTORS, FOR THIS OPERATION TO BE PO39ei REEU= SPACN3 ORMAINED USING FACTOR SI,IML NOT BE LESS THAN MINIAIIIA SPACINC TROMATED FOR EAW ANCHOR TYPE AT mcnon LEGEND , ,... 010,0114 INK � 1/4'. _ ,-.,- CAPOCIA --Lf4,.,, - fmauwm __�/ e e� 1, P UTE m ___!ll�A_ _ _AR ., MOHDA VACM TIA.) - 3 4 A T, ,/2 i"'Any- [cA_w for) 1 -3- i- - A " MIA4 ZIP i Ijq _____2__ 3,j2 4 XCAft im V56XE;.;1�01113 Lum Thimm ______L.Y�1_ _,� _,___4�_______ �_: i _ — —,--i _Vr J� __�_ �m 10 ­1_­1_­_._. . - . 3Ij;r__A_7_f5q1�*�__:_1 ec I - I Zw- r-4-I.-�1 1 + REQUIRES M­ DISTANCE ECVNEEN SCITRITIA a PANEL I AND Q TO BE, 1/2' V,/2' " I MR.- + + ACQUIRES N.A. DwAmOg BETWaR MT70M OF PANCL AND 0 TO BI T/Ir P_:�-,�If - FOR REQULAR �LIFE SAFETY & E-Z HANG STORM EANEL SYSTEMS I ,9�NENTS (SCALE 1/2-I-) ________,__,_________,___ _15,125, t7oyk WIDTH)- -----­­-- -------- ---,-- ­­­ I - ­ 2-187,- -- - I t � ----"--,------ --",--- .�4001 (EFFECTIVE W10TED.-­­­ --- --------------,-- i -,,,-A- ­ISI3_ � 1/4--2013/0 I 1 T­!�2w` --.750,- &S. STM FAVED i 1��_ I - __ 1 ___6 Ile tryfo___ - . _­­­_� ; r ­ '10 AMLE a It ,/+ . i I I i r � .�SI4-,­, . I I I I � � I-- - . , I . ­I-Aw- ­1 3SO' - " *11, k � L2tio, - .)Do, � .1581�, ��, 'Des' I i , OIL a 12 Ilz" aq. a l � � f I I ; ,_ � I 1509, I I � 1. 7 IMAY BE REVERMED) . �- - r-1 -,� " ­ I , , I � - I 7 1' I I �,�___ I I � I— - , , I I - 1. � ­­- � 4 I -7ca-irl �� i 7-N , ­B* ,,,, - I � /' I? .. - -1ir 4, II rw.x I � I �!,,,,,* �, , I,vt- *�_,T _� " 1.375- � ­= :H . _ I I I il I � ... , ' FEMME a ]ZED STEEL X, IRA- . 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I,_,ENsit, ' I, SYSTEM() 6OE53-Tts AwAL ALLOY ; � 1 1 K -, 'm f- � : , " � z . -, -_ - � 1­11 I— -,-,----I -­i,-.�­'io __ .* No. 44167 1 z 1,67 ( � , . - FLORIDA BUILDINQ CODE ,(4on 14ilb VII)ocHy Hurricane Zone) , - ,I, 21 � �___4 , -11 1,125, 'NO, I � 250 -- -- I =*I 6 ifSk - I . 02m VaTem F.P1 � I 0 r-N, I) ; lose, 123, i�, -11, - r MIN, 4 - I— � f - 24 CAGE GALVANIZED STEEL STORM PANEL f,_,______t�_A__­, ,, a " OMAN Wf le _ r,- r v, sj!��.. STATE OF : Z - Frw�l F,F 450"I ' L - _=' , , " I -1 srom-ls _­__ �, � , I _­ $, ---a, MIN 1;_�E��4 �4,D:� , , GLOBAL PROTECTION PRODUCTS. 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I I ; f/.-_,Ic,I- � klL A/ ,Air ; _,,, , - - T IMAIL ".- , __1 CONCi rrLoas __,'� 1, 1, � I 1 5 41, it 1/2* OXI � _�' I !�n ........ ... . . __ __ f 11 i I _m I THATTLEIR 10) i - 11 I I I -----,------- ,-- - - �� j- I � L (�)__l o SHE, I F I E-0- i t 11 : M.. Qi��_/mz 3; E-itL j� , ­ 11 I v 1'�� " i I i - I PANEL LENGTH i I ,�,f ExisiTUR, E (SEE SCHEDUL& CLAST p __ I � I 11 I I I I T, 41- 1 4 ON SHEET 11 1 _rj) i I . I mai� POP SJA�A A I - i I I - (f� _ . DMIg 0 , � . I I SEPARATION I " , ,; 411 � - I 11 - � i 10 CLASS, I ________ __ ,_, , D, I , - � � te� __ ; I --I ON SHEETS, , - __ �� I I (SEE SCHEDULE 11' ­_ -, �ll; , ; NON TO GLASS, i 1,11*1��, $I & to a , 0 ISLE SCHEDULE ON , �Z E ON VE woq�r � 1 z . .0 � -L7 ,�5) 1 , , ,A, R, � *L' JI I , A, t SPACE z A 4 I rl��,-!-- - ­ ,,, I - L SHE I "' ,vel. I � w1% � i %, M., ­­_ ­­` ­ �__ 0 P,-, I PANEL LENOT14 ,��: 2-- _ _ET � A) 4v7__1__ ­­-9- I =njA L�A.t " ;� ­ , I 0 - - ­ .r Ivivai th" r_0 I I (SEE SCHED LE �I PAN L LENGTH /" ,"I � JI lw o 1, -1 lw�._ �_� ­ _44�_ I on SHEET "3) 1 (SEEESCHEI.WLE Y_J, - � - .- _ __ ­ A I 0 _­ - " --- SEPARATION ON SHEET ,I) =� ; � ! it To GI � ' L 01 92sil " I X-11 r _j(SEE ,HEOUILE , ____--_-A,,_.--- 1, ____ . So I L ------ - -------- � I ­ I I %% �, =­4 J,, 11 ; h ON SHEET 3) _iji�- I TV OF *c . ". ,­�­ : I MAX_ 7— 1 - - ,-I� s � H It OF 1, I i � ; I '. ­ ­� ,�­,,.'7_ ,"', ,- I ;_;­%.11_1ilS1 � . . . . . . . . I 4 _�,�_.`,,�;,-,,,� � I ; - I -,- , � 10 40-1 � __14 i - � " I 1- ......... , X;� __411_______ I I � L I 1�0111111 ­1111 ! ------, I 11 ­ ­­ I "� i OF 'L' I ,� 1. I A 1 I.- 1/27 Oc, I MAX. e I I I -, I I �,__ I i �6'�":_ .. " I ! � �_ - _'7 I ! il ----- I � - I __ `� � . , , _3 I �_ M IF :�: =_ :-: z I I ; � 11 I gf:�=_ . I I CONCiTETE AfeCHOR� � CONCRETE ANTORS , ' I, � .:,�i_,',�,� � (SEE SCHEDULE: ON _,__,_ -4 ' ON f, L_____L_i,, ,___ _­, _ '' - , EXISTING POURED, ""' � (SEE SCH ULE _ _ , SHEETS 9 THRO11JON 10) SHEETS 9 T 2 s/9- LDKC MAX,tiAUUMINUM CDNCRETE 1_��,1�11,11­,,­� ­,­Iql_,'10,,�� -m v; WALL OR SLAB �_* 0 N _,) RECOILED z ,- 1� Dino") I 9 L SPACERS OO VALID FOR * f 19 1� ,Z SlINO POURED CONCRETE I , Z/4 _�;,,� , 4 ALL DESIGN LOA ANDP;��EL s � , , _w CONCH BLOCK EXISTING POURED, CONCRETE 4 ! LENGTHS PER SHEET 3. ETE 1, - CONCRETE AWII ! 0,61"11, REQUIRELL OR CmiRM BLOCK __� � ONO A SPACERS 0 (.Sm SOHBQLLE ON PEOUIRED, _4�� 1 L 1�- - r I; iiij� OC (srINVM SREM 9 THROUCK 10) __1_EO,­-- I TABU #1 ON SHEETS 0 A, m) =1 .-INTINg 2DjLg-_QUj MOUNTING I I c,, /AN - . A_,� m I - . --- ,--A - SCALE 4�11 W% � ww - � ".NWINIROAR, I 101�31, At e-\ ..... T!Q7;*%' `� - " . �tEN " --`� ae -.!�' \ FLORIDA BUILDING CODE (Mon High Velocity Hu ICON* Zone) I .. z I I Z '. O=Ut VLaoc,,RC. I.P. . o.44167 --. 1 24 GAGE GALVANIZED STEEL STORM PANEL = * � CPU" IN, = . '*1 Ill . * I f . 1 �,% . . lz��­ It - vNeolm. , - EtD. - EDGE DISTANCE I _p I. STATE 0 E-%-----7-��-_t�- / I I L I E C 0 I IN c. \ GOBAL PROTECTION PRODUCTS, I.W. vge� , (SEE SCHEDULE ON '�_ I 406 w E, STREET - 70P & BOTTOM MOUNJINGS CAN BE ZOR19 III i 1114r."= I - COMPANY xwim� in. =*4 `_111, ,A4�110110010 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUrT ANY , ." 20-175 IELSTALWION. �Aw�/ Aii,A , I,'*) At, - T!,="' Jvj - ma*_ DIStDR31I 'Ay, (VE-)WITHII717 = ia� I CA-40667ig DAWNS* _=�_ I ­­11.­ *ATM A. I .`,�, PC .-,-"-- Wom =22-0-118i ___ ______ -4iIiII7 - " ------ 1 1 - Z. HANG SjQRK_pANj_L__V INT) EXISTING WOOD STRUCTUM - -r-1-It __1 ,,f-z---,­­,t ;/4'� 1Ac SCft'%% 0 Pt 0O, W1 - I , , fl �'j 1 17 - - � i r7- I - " ,� I � 1_�­,, ,/4-. LAC SCAM it, 6. DC_ wi 1� >��_ ,�, EX'sinRU WOOD "rAOML 1� � _1 - -_ (3) W.. 1',,., WOCO to 1/2" Pio THROADED PETIENTAINe` -- ,- -_ 1, , � � - I , 1_,�, �, - - . birso ATEWMD ;/.'A ,AC W.YS" 4 IrQC, 4/ , � r , �J, I I - a It ICTIr ml, THREADER PERETROIGH -_ I FLAt on 0. CODE I I i I I ; 1 12, Nit, T.�W= Arm;Y'RAI" � � - I ,­�-� �,, i - EmnNO wow ITA ,--,It DER % � I r�� 1, _ ,c I I - - ­ �, III , 'T ,- , . - ii TO E`41511 RD wow, A-mmR, , - I; ��� " Ui A ,I, � I , 1, f1w, S�ILS, � , _1­7_ �i �, ,� � ". I f - #,lw 3 ,� , . Ut - Elio orID , � " , � � , " i.1 " -_ v/4--pill.- ai,�, I � , " , I __ 14Y,AA — ­(�) ,_,l. _6is. "4:F � , , I _,�, It -,I "_ J 4, �111"`,'� , , i 1. , - 2i­ , - , � . ,� co, � , ,�� I, , x A i7 1, - -1 � - _. I I 0 A �, 5 — T � , 1 I � I �� 11 �� � ill, _� _� ' 1, _JiA'. IAG. sclim a ti, ati w/ " � 1 4 QW, 114,,,' ST4I k � f, 1 n � it I I I I 111 I qe._111�V* JR071 1, � ! 'i " , ,/z, E­ ,NP -,It, o I � It EA, Do Of q) I I I vir, ,low � , T CA= P, � , " , I, (SEE DETAIL 1 ft /lip, .ill' , "C wo 0 -a I wmr.. , � .. , UAIL 1 - - I , � � I " m, AR IS- 112 , mdw,-A � � � BEOW) 11 if '. " i,, I 1IH, -.-In. 12--, ____ I or bivi, 0 ,-tjv,) Ifis-11 ! V 1 . , I , IMA / . I I r- a/,a* AA- Pup RNET ftl,1, 11 � , ,� I Z & I -_ ! -a! t" SAI S -] - _j /71 5 w,&EP It A, maRraw OF EvEnY 0 " m / ZQ_�� k im or 0 - _ *� a m 1 I-- I z - - L_ � VA.) (2) I 741 "�� t4c,,,117, - - ___, T fESE MAIL A/�K 4 080 46 I-__ .� TaC `_ Am I A smow) _ T_ ___,__,__,_,_1 - - '. Q) 9 ,,,, - - ___ . 9 ; OWD 41CAOM RCORAM I - '1,T.._7'I A � z � ,; _ I ,__ '. (D - 2 9/10' M. I ' 5 I - C -to", I 11 1*1 ;20�.Li4' � ./. , - - - - N - SEPARA 1141 .,, ;t . 10 tLA-11S, US1414.111 I TU.,,'. _2SCg.�;N,o,. .V2, U, , 11, - , § , . C 11 I 1 , `0 C" 44�'v/1"NI;/z/� 12' O.0 I A i , a (D � Ile, ml,, __ CI&PT I mp� I ovER's, i� ,--.r -- __�_ 9 � I I . I --S�?ARATION- � 11 t__ __ G , I/1*,i_2w/t1 It) 0LAS1 4r ye,R-nx". � "I ,X, I '� i It, SCREW �v q I V r ,I--- - , _ __1 __ I ; 2 OTIS' vi,� I - - --- �IL. - SEPARKnow - a "Y ; 5 I �r�pl � t , 0 f - z 10 QLASS. I EVER, OVOI it, r"Imf OVERLO �i I i � - I ___1_1 9 1� r� . 2 / 14 P_ , I I ;; i . I --i--. - --- -----,I � 0 I i 4 J11- I Z� - i__�_L - I ; 8 t i ; i I i RIX : � - ---A,- - 1 9 I At I 1 5zp 1 - i � A,�� . I __ § � I 11 I I 1 1 1 1 g I - , 1 . I I "" ; ___I___J­1 51�x , I I ,§ -A � - *e 1 -A I -1 �,_, I 1 , 7 1 , - , Ii I ti�#4 4 . � �g . , I I , I I' 4 - gs T I ,- '. I 1 I _ - �, 'I 2 F_ ------- ___1 ­1 0 12 F i - I , .- I I , - 3�__ .-------, � � " 1 i ( __C pl� -I 1 I 2-- ' --I , i t, V, 1 _J_ _J � , *. PANEIR,1TE FEMILIC KJ 6 " i,� \ i� 1�4AAAUAMTE PLUS W1 -­ 1-1 _ --- ,/A - 3/ I I � "', ,,I --I a F.R. 110,0, I , " \ "I'll C-tl K2) 8 - r ;;o � , ­­a'-­­­1! �, 1/l_#-21N5lA` 14,5. v 71A` mi, TARIE1,00l, - 'L 1, �, � F - -, , 1.3',�- WA* ­ I 11 it el.01,, I ,.I, � , *T, ­ _1 �, Z74,114,0-2,1W., , I - "__1111 - I I M. ill . , I i 1/4`0 LAD a , ,­A,TmA I PDAT W.1" 12. ip, o`C . .- ,� " 1, Ow.1110m 11061.111L . __g, (I 'r�* I - 1111110=41� , I .a;,m ., ". LAM SEWARG, 0 11 I '0­ ", .� I I �,� �i r-F22m, 11" 11 I -_ , 7,*'AH""'" '21 it 11 AT - I Qif 09 014 MOE '�_ � DiUri E NOM - I , , I 6 , - 1,10 "I 'A Ba0w) , ,�,*K ? � 4, --- ?PV.� AlUll " I , .2,00,("'n.", ,� - I ­. -.-,., Imic" IODD � ,��, �� 11 - I - �J,4"* 11 .10 � .49CREws a 6", & - W, N 2*.�' ="" v,�, C=4.D $1 O-C W/ � , IT � " , 333 a. PERE'u"r, t 2 TMIRWED I 1 ; N I � C lmoao LATE Powam ;11w � ,,, a t WALL MOUN E I kATE om" a w "Our 'i, I kT Y, "Hu - - - - ON - I I � . - t^� 2*0' W00D W,ALF lle� A � I on ON EWE � / � � '-, �i PLATE PrOUIREO FLAI RMAUAM � IL, I � ALMMIW-11�� - i BUILD-QUT '�' I I I % -, � MQUNTINQ L SCALE i,14*-I' , i , El: � � ,I 1, , wj.I I ELQQE TO CEILING OubITING ALTERNATIYE 1� `N5`ALL`P*W' ME ORLY MIJ't rnR SU'LO14CS WITH k%LD, DESIG' LOAC-_' j ,,-,-- � INSTALLATION A-V Ul TV +13A-0, -l5_1 pAI AND PANECS LENGTH UP TO $'-10', .- F , - 0,101011I . .. VE 3N lC&r,jA-_J' a I I A � rt - I "ad NIO, WOOD -11 UEMSERS 10 at SOTTIERN 2 , - � 2 1 1 1 01�-_ � ,ill, 1/4-= 1 r,,l,'E k. 2 W/ ;:�Wsof OR, 10 �� i_41 rojk_ " a� V .. , ,,�� , I <� ,41:i� .-- �y,IE]IiIfs,�' 1, �� -, - FLDRMA BUILDING CODE (High vittocity Nu cone Zone) � - ? --: Na� 4 1 1. S I 0ow �va,,t_ ,,ic- pl_.,_�, vo TwxS AT W&.T.= m S- * � �� * = 20 WE GALVANIZED STEEL STORM PANE L I F` 0 TP BAR Is � z i w,NA, W, 0004ELOTTS 10R 112 � M&I'm ­7 '�_ -T % -o % STAT 0, ,-` - - owilloti, TTK M4 -, - �_ __ OL118AL PROTECTION PRODUCTS, U-C, "`-'�'�',� - - � 4:p. , IL ECOm., -W S., in wipw _� A __:�, 4 itg��3�, kit) r_F/7� :: EEETDzEEs=w&AmD�SEGaDtDii AJ.=M=_1QLAEAQERJ � . rj,:­'. -, - ,:V�Tuxl.-�..Y IuP 4 S,Sw4 0"nNOSCAS, or comintim III AM ";v 'SION sl)t4�011 �,� wr_� 21=1M.'evi. ,,,.,.,� DNA qktw� , Up. 90wmwLA_Akmh9R_UwA1w , VIN " ,,, ASA.IM6, fmt O,toias%­e�,, 20-176 11 IAAI vl,kl,� o,, I I I � Ima --w, 1 4 MI 10 WT ON 40TT01,FTION, SO", 1/4, . I- AiHHET, NO r�QCW.�19 - - I AAA, VAR"'a ft . , ,� ,,-,, . � WOE t I'LiTNOT 'FBIMS NDY SROOP 'OR CLARTI fi�_, SLm1S,.HwY0w4SATK WAITTA"aw 'F�� �,I. I I - - ­ ------ , Alwai 4111101 - I - - ,'M�P�wr ". OF I -1 - --i �� , I I 1:0�11;131N`ilj 9 �,`_ M, '. I �;tijlnLfj.��t-jw4w.izqt =_ �11111111111111111111111 - MAXIM17M PANEL LENGTH 'L+' OR %-" (ft.) 0 - MOODMIUM KS-V, DES" PRIESSM RATING, (91.10 I+ oi, -) - CONCRETE & wow INSTALLATIONS IT -C + I -L �_v ___��a_o_ 2.%v __ _12�0* 12 �__a - __L2 I, J417 ,- _.__L4� I" * 10-9 1 - - _m 0 , II 1�: O�-o, 40� 0 - Lo:__i�_ __L __ _­Z�_O_ - 9'-S* _J�:!:_ Ir-91 5da-_ --;T--,;-- _e_:;,; --- ___w! �O ___,SO______J�__L_ ­_ 65.0 Nav___ . _.Lf�_ at-o- ­7��_ .-,- _AL_�L_ 7*-7' ____ 7�41 _��O`"__, 75.0 7'-S' - _,!�__101 _ ___n'_'__ ___!�v - gav - s6x __L__z' - 7'-O- _F__v_ Al'-9, __!�_Z:__ 6'.5, ,__67_.E:__, 61-01 ___ -, I004 toi,o - _i-10-11. IT&O e-57- -737- ,_ __ __T­�___i . - - _;:__77- —T�;;- — ,Ei'-7. f`_ - _ - IIR,# __ � - .5-5 _wm0_R&"�1__0_"nA D.W(j),(�)i A, MAXIMUM PANEL LENGTH (�), @ uil(cl 'L+- OR -L-- (ft) 0 MAXIMUM A,5Z% DESIGN 'SSURE PATING PRE (-E) I- at -) CONCRETE & WOOD INSTALLATIONS t -L+ L_ -- 1 20"t le -1. I _11� - 25,0 , ?21-10' _i3_�_ III-7, 30,0 If' -A' iv.-r - JR0 11 ". - _L&�__10' ±i_.L_ ____!�._o _1�26i_ __!L��__ --n-c- 604 _1�-_,* 8�7* a.-,- _,_-- iw_0 ­8 -_,r f_9__ 60.0 ,-- fi,_01 - 71-5* - rio -, ?C`O___2�__5* - Y_iiE�_ - 7-F- __11-0- --L--V __L_±,.�_ 5,-8' -5-0- --ft.0 swoz ­V 5,iT- _Z__01 7-0, _,�_ -,r __ ir_i� _!L_5_*_ 61--31 fi� 1, � - -6-;-.-- -- two-, r-j- '-!�--F- __;7�__ - moic ­ "all 17510 _W7- - - $'-I* - 4,-tD* - I ni�* - __L__1r MINIMUM SEPARATION TO CLASS i�5ULE NAXI�� PANEL - , WIND SPEED ,C 170 ­P�h WIND SPEED > 170 -p� (In) Dw-w-.-.m-j ­Rm..t. .... j ... TRAINED, Im OR LESS I it 4 _> !to = 11 , , ," 1 7 112" I-- _23 ,40 to 145 - - I. 7 1/2' ' 7 1/2' I 1, 1_=L_____I I__;1Tt7-_1_T_4_ - 1_12—, - --J 71,/2, 1 U11MILAINA PAJI[Ft I r,Wl"I'M firil FOR A 01VIEN ]MOUNTING CONDITION - 'top BOTTOM DIRECT MOUNT - "" - 11 Ir I I sittiv . I SiTUD ,�;K HEADER ANGLE * , I I , . . I *r Tfwx ".0%, S OL � � ­ I- I - ONTO MOUIP` I w w So. -;- 4 iiii, W-ml -mmr- 3;_ Z.-_ 1 12; 1 32" 42' 38. . '. 3 'r' YRA,K vI. , ... _ __+ _ - _ z ". 67, Do. 1 eo� - ;qA Kh"EACK ANGLE , )E 'LO W S - - M Sol ,12' U. 32- ,I 38- ew 1 56. 1� __ t 1 32. 32- 1 ,-ED- 1 60 1 56- i 56- ] DiM.,(�), m + 2/4 bi�1/4, 3/4, 4/5, 5/5 & 6/5 _11-IiII 2W/6, 3W/7 & 4W/7 JAX ANCHORS (SEE SCHEDULE ON 3* MAX 4111,7 - __ __ ___ SHEETS a, 10 *1 1) __ - __ --I---- ------- __ ___ ------ '­ ­r,� ",-t 4 0 el ", �_ 0 6 i — . _1i__I_r �I _1__1_7­_r,l,_,_T_f­_r­_� 'IT 1��;=_ 'I � I T_ _T__T_ r -r- -I - T -I- - I- T � , - I I I 1� 1 1 i ! ,-,-,,I i I OL,T,F-D PA'"HELS '01 ,T1_"4­- TNBOIJED PANEL! 1 I 1 !7: - I[ ,--- SEE SECTIONS AS I I I ,,'.,.`, I I i S� M.S. BOLT Wl (DO I , kPPYCABLE) 1 I i � (SEE SECTIONS AS APPUCA , � I I I I I I Ij � I I I I i - 1 , I - I 1 4 1 i I L_ I I --I I -A �,��,, - � 1,� ,,,, ­ - __­_1 ___ .-,- �tlli­ 11 J-1- I � .1 _ ��_ , ."i, � , , . , , 7 MIN, . - 0 [ - W­ 1-01, - ki'� - -11 i; I- -1441 - I a 1­ _�w - 1 a 1 -%f­ I�v � g v I , - - - 'i , i, 1. [ I avTETLAE, 1 � 3 i -i I I I_ ____�3� MA 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 I Litt 1*1W/6, 2W/6, 3W/7 & 4W/7 ---ANCHORS (STE SCHEDULE ON SHEETS 9, 10 &it). ­­ , ­1­1111_1 REGULAR . 99RM PANEL d) ELEYA-TION , 1/4' M­ GAP ,111 N.T.S. -fl- (MIN. OARLW -1 WmE WLLM �f 5E!QTION A -A I'LTS. : I 1 1 o j � I I � ! I I L-: MAOL ALLOWABLE PANEL LENGTH FOR A GWEN NEGATAit �D, Ot-SCR LCAU, (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH' GAANA POSTTV,E A`Sz. DESIGN Loo. DETERMINE MAILMAN PANEL, LENGTH 1L,* FROM SCHEDULE- CNE4 A NEGATIVE ASB_ DETION LOAD, DETERMINE MMIMUM RANSIL, LEWM 'L� FROM SCHEI rINAT, MAXIMUM ALLOWABLE, PANEL LE)CIN IS ECOAL TO THE 9 DETERMINED PANEL LENM BETWEEN 'L+- AND %-� (4) SSE SCHNEDOLt BELOW FOR MIN, PANEL LENGTH FOR PDRO$" QUAUFTSANOK� I __ - � )RENNUATIONS INTO WOW ARE UMM TO . 95 PAJ, 4" A,$,& DESIGN Prd � 6, TO at -1 I FOR MAX. kSM DICI LEADS * MAX, PANEL LENDIHS 10, I m I .1 . M SPACER 0 df IS USED. ,.� Ut RNSI:%a�_ FLORIDA BUILDING CODE (Non High WHICHY Nor can" Zone) ' "Of44167 ' I mm Talmo. #K�� 24 GAGE GALVA412ED STEEL STORM PANEL f ... I * . Z .1,r I - - ___ ";� �r) DAM, M, GLOBAL PROTECTION PRODUCTS, Li.C.' � '"""E"" RATE � iTATE` Or � =� T l' 11LIECO tow \ ro I. ,& - I ,_ ��- . CAW- n_ m" Tor inginvia A, wwwamma, COMPANY I . . ,,,,,, . -, p�,,I� -/-/ 1 j W,- - -� ; _ __ - .. -1 .1 - _!T!�� 1. - I PM -I,-- PHD,T� (IISA)w-�. FAX, 01'Rot"Him 20-175 aRAA"K` - __ " - I - I` - r-_ I ffff;;�okuft�v--TE - - ­ CA-0006, " ii,AITIOI A. T IT RA14. I ,�Ii -- P . �- ..t -.-- 1 1 - I- L I I . ,29 ==1-- -- - � or ,71 -I---- __/_. _N - ---------- INSTALLATION DETAILS FOR REGULAR ?AKL-Ul INTO WOOD STRUCTURES ,W­­ -­ i�',___ _ " ­ ____ ,.11' �,� I , ­1- __1 -�--l.-��l—.�1--llii,�..�"I.-,�l.-I-1-� � -- ­.._11__1.11____ ---I . �' , li �, , ��_ "_'TT _ --- I -1 � �� f � " 1 � I " � % " I "I i , . , , , � I - , IQN , ". -7 - I I I Egrt S� --- ------ 01 ? , _ -, 7 1, --,-- LA, : � -1 - � WOOD ANCHORS , _ _, i - I - , � �, - j�i ,� - i I -_ (SEE SC40ULE , , , !It � -�SEE SCHEDULE ON -111" it � - ____0 1/4*-20.1 F "= I � _ I 11'� 3) 1'. ..' *., I I � ,O � _� , I I I I I SHEET 11) I , - �f 1 ,3 ww I ON, SHEET I � 5 "a ITAD SOLIS, .� ­-, D, ,NERUP 1, - 1�i I 1, -, I �� 11 A , I I ? 4 '/A- O., L- ­ �, " " -"'I- - , ___L� �. ��­­,�­_­.. "I __ ti - __ � ; � � - � , . I I I =- X14) 1�11 ��i '31 , � , li�L �/ 11 T , , . p i � I I -1 � I � jol �, , � *1 it. I " ­ ____1__.1___.,___ -I %, M­ , I I �, I i� �il L I . I � . - I--- ,---- ----I P LENGTH : gvtpoi , � ­02 WOOD 4EADp_ �ii. � j , - I - 11 � : WOOD ANCHORS ISEE nHEOL)LE REQUiRM � , .1 . ­_ - L I I I � ___ � (SEE 5 - � I I CHEML-1 ON ­ . I � ON SHEET 14WOR � � � _ I z i�_;;�­ �_­ ­_V"____ "I - � iii � 1/4' SHEE _ t 11) I "� ,OL . , SPACER .1 -, ,v =06 � � _3 .i MAOL � - JE,I 4v,_1 : �Km z, , ,,, : ,, f= 15� � � - - I , -­ 1 - - � I I ­, !�D I , ,-;:= . I �1 � �� , 1 1 MAX, I -1 .12- ' �� ­ __ ­11111____­_­1_ -I ER ,� i ,i� � 4� , I i DO I--- __ ; I , 11 �_ I � .11.­11. � � I � _ 1 , 1, I _, i p - 1 �� , - ____ ­­ _­____` I i _�4 I, , " � t�, � i ---- I ... 0 --- I - i, Mr � 61, - �� j 4 " , InU � I ; - _T i I .1 1, I I T � D I � � I " 1 - ,�, - _� � ,,,� , T__ I _L___.� � i � r__1 , I i - —7 7 I! I I I' MO. LDN14 ALUMINUM SPACERS 0 12 1/2- t T , I I � I t I � _74 i I � - I It 1 � I i 2 i DQ� (SEETABLE, it ON SHEET 11.) I LAIi. i __,f"_D i i I � SEE NOTE - BELOW 'OR LIMITATIONS FOR ,I, mkx� I �� � t L IT SEPARATION I I I ! 0. -L' Mo, i � ", I ,,," 10 GLASS i J, I , �� " I 1 LOW, SLEEVES, PANE-1 LENGni ; � � - LENGTH � ; SEE SCHFDUUF. rDON SHEET 3) -, ,,, � i I - _ t (sCE sCHID(TIE, I I (Sct SCHEFU(F I ­, � � " j _EANEL MATE AEMAUT D OR PANEL NAME - I 00 SHEET 3) - � I g I - I ON SHEET 3) 1_ ­1 - -,,,. I I - � " --,--,- - ___ -A I ', PLUS pix SCREDutz UN swu 11) � -, , I , � �" I ,� - - �', , � i �� lif , j___ 4 11 ., , L 1 - - - -,- - V I I MIT, I � I t , ; - -4, -1 � � 1, f w � I I - ; - I f � I I I- F: I SEPARATION , DUSE RIA PREC. ' 2.x*. WOOD --- ---,, EXISTING it I �_.!__j.FF:!77-q___, � TO GLASIS� I i PLATE REOUIREO � I (SCE ScHow-E-_ � _�" CLASS " I I usli"' 1 --Cl) : - jq�, 4 j ON SHEE, .i I I I I � � . * - -1cp 1_____,jL________ _­_ _ ] I I I I I � ?� I I I , --- SCALE 3/8-1, I � f- m I , . i 1 1- cl) ; 7 C54 � I - - I "o, , I L______j �1, � I i� - 0 12 I/2- OX- s1JE TAaE #1 ON SHEET 11 FOR MAX, PANEL LENGTHS A, IT , , ; - ' - __ . IAAX� A.SO DESIGN LOADS FOR THIS INSTALLATION. I i Or, V , DO .,- -_ - I I .,-;I, ". 1, I A I I ­ __ ,I� 'It!, I ­_ 1-1 _____ - I 0i 7i_U;_f_I ; 1 � � -- I i�.­ I � -so _ - - -A- - -_ -_ 1 7ul_ � I , � � ---I - 04� a 72 '/w ar, , I - - _____j - � I I_ - --: t� I---- �_ _ , - � � ,;, � , , 1 6 � -�­ ��_ v i . I 1, i ,:1 � � � 7 -1 I � _________­1 - I I fl_ ��_ � --- �4 1 6 j_� � � ", � � _ WOOD ANCHORS ** Nm r - , "O - - - � I I " , � ',, W/ STUD i - , I , - it _J____-____­­11_L­1_t -, I ! � t :Ii �, 5TAGGER0 � " SPACER VA RAY OE I 1,17' LOW 1P. IF , , ',4- ii, 1� � I I ; � "! (SEE SCHEDULE ON i I— 0� , ` ----I ,-,, � 1 , , � � ij , SHEET I 1) , i I t � � , ,� 1, ­ I (1) MIALIATION iS �M TO A ONE SMFH 91YUMMOS WH -0- I , , , i I , � � _��__ ,:, "I , , I � ! � U � mw 7*0 AW I Z%4' WOOD � � , iii A) *_ , MAX " r ,_�__,! , I __ � 1, Li if , � ,111 , f"LIEW I. ! VIRIEtirT PLATE PEOU #0 � I WOOD ANCHORS � I 49W =Y 0=1� �,�, , ' ,�, _ _ _,_, , _ i ,�', ]� i'll] � -, __2-x4* WOOD I � f , i.Dr. W/ STUD SEPARATION TO OLVIN INDICATED V � I � I , �� ,,, � ,� ,%, I ­ I- I 'A) Me"ORS GOAIM THAU PSAACROR " (PANEL RATE 10I D OR � " I _, � i PLATE REQUIRED " =77490 ME ROXIOM) T 1/4' AS 11, -, � 1, FOIST, " ""' � I �,�, (SEC - � 11 Tmvm 'AT 6 I , i , , �,CHFDIRJE ON 00,111, w FOLLOWWO "MS ME - __1tj1,­_�. PMEL RATE VO4 BE SFAM "' , , - , , , � .,ET ") �.�,;, S 'a, � OHM IS A NUORICTOR M,N, 12 t/2' MCI "WONO "w". I , , , , I - , , , , S-w IN, -�It � � , I , ,, I � , I , I, ! I (1) mos" Aw mxN FROMM , � _ ', � PATINIF IS +60, -45 MAIL 24 Pa PANEL L94TA ltWU'M I , � , , I pi (a) 15 64� AT ANY OPONAT I � , , , � I " "I _Ii,__'� I � ;_I ____ LL, _j I = ACISRUCTION FROM LARGER FANEIL LENCARS AU.000M ON 1 Iv, i (2) mw" maRm PAROA LERGM m MQUNT SHEET ITT 1 ?v ­ � VE 2W (.)I t/v or, JIMA SHILL RE AS MaI 0. I � (1) SICAM FARM 11w M= 723 NAL"QUKING I AT, ""I em'"WALIATION Is MY i SCALE I NO Wow MAIME WALL I/E- 1. I I LOW, SPACER 9A IS, OKY t i YKA MR Mo 201,1113c, I AS DE� BY ASTI, i RNATIVE I w � ". E­H11E6 SUNNA" ANP THE 2WO JTP E0111I Of THE PLOR,11A I SCALE 3/8-1, 1 (-� wALimom vAim OHL, FOR WMD mijim CODE- � I I I "RES J, 2 A, 2I PER A" C I Im-06. I L,00"li"O", t i - i _.1­_1_..­_­ I �A'iEIR A, Tit 100k -----I x I A .,. !� . ...... ­41,pk, , � NCETESP _" vvrlat$,�_-�Aii FLORIDA BUILDING CODE (Nom High Velocity Hur cone ZOrNI ND1L_fQR_2aQMEEINA1QN_91_=11iW: 1. INSTALLATION ARE ONLY VALID FOR MAX. A -SO.. Z * .: No. 44167 "' 1 mm rOECO, wc. i 24 SAGE OALVANIZED STEEL STORM PANEL I -� DESIGN PR�:SSURt RATING (p,ia.f) AND PANEL LENGTHS z : = DMIK, So - , : =_ * , - TOP & BOTTOM MOUNTINOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = � . LIE STATE &Fil—�; -' m GLOBAL PROTECTION P 071n1m" - %1, / _U� \ RODUCTS, LLC. COMBINED IN ANY Wkir TO SUIT ANY ALTERNATE 2WJ ,14c, ,N,l ��, INSTALLATION- I 1=10, 4W SA 5I ­­1 w.- %w '-.,' 0, " , ,�L 0 W _�� - � I ­4 - A .,,, !* 17 2, FOR NEW WOOD FRAIME CONSTRUCTION: WOOD Ize, .14M E.-w-orm CA'AL n- 2001. '%� V4�;i 1 1 � 20-175 - N-VOIFT-ii �'N'MgIti--i PHONE. (00604.5. rm� (IIIH,16151A.M7 , . I MEMBERS 'TO BE SOUTHERN PINE No 2t W/ SPECIFIC _ - ON~ *1 iwAwl M*AwAo I - I - - L OF O�!z OR EQUAL . 11DM4E­#w,.-w�t;t/zA. I - ;w ek-111211,41- I"- RL _01 �DENSITY ___ - _! I I X1 !V 6Y - � 14 - ___ ___ - __ I I - I ­ � __ ­ __ - --- ------ i 1 . I __ ------ ____ 9ENEHAL NOM (C) m ux,ii�ma��fN_ W; �. ��� �.111'1.� `1/ .A��_ , OMOCU109EW� (P-EO.) R45 BEEN VERIFIED FOR COMPLYNCE 4N ACCORDANC, - BUILOEX, INC, WTH, THE 2D20 (7th EDITION) OF 174-V FLORIDA HOLDING OLLIE. THIS STORM PANEL SHALL NOT RE OTSTALLED Air HECEH - #14- 10 PANELMATE FEMALE D 44D PANELMAT-1 PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRI;1`10N PROPILOrs, VELOCITY HURRICANE ZONES (MIAIII-DADE / SPOWARD COUNTI,ES�� - 1/4te UZ SCREWS PER NOS_ DESIGN WIND LOADS SNAL- BE GETERMINFOO AS Pi-, SECTION tFOS OF 7HE ABOVE MENTIONED CODE, FIX, A Eaknic WIND - 7/16'- tc 5/8' WOW BUSHIRIC. AS OIST]RIBULED BY ALL POINT SCREW, BOLT & SPECIALTY Cur SPEED AS REQUIRED By THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AM FOR A DIRECTONAUTY FACTOR KD�085. USING ASIDE 7­6 &NO SHALL NO EXCIEW THE MAXIMUM (A.S.D.) DESIGN PRESSURE RAT114GS [NOTATED ON SHEETS C 1) MINIMUM THREADED PENETTIAnON INTO WOOD OF TAPOON ANCHORS SHALL BE 1 1/2" -AND e FOR ELCO PARE,LMATE PLUS 3. 9 N4RU 12 & 17, 18. AND PANEUAALE FEMALE ID IN OrDER TO VEARRY THE ABOVE CIWM. ON, UITISAT DM" WIND LOADS 0CFERMINED PER ASCC 7-16 SHALL BE FCV,', REDUCED TO A.S.D. DESIGN PRESSURE W14C SY MULTIPLYIN4 THEM By 0-6 IN ORDER TO COMPARE 7BESE W/ VAX, (A-S-o) C2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2- So THREADED DE$414 PRESSURE RATINGS INDICATED ON SHEETS 3t 9 TTIPU 12 & 17, 18 PENETRATION INTO STUCCO SHIFUL K CONSIDERED AS PART OF THE REQUIRED THREADED PON.TRATIORC IN ORDER TO VERIFY F461 ANCHORS ON THIS ITF-0- AS lESTED WERE NOT OVER SIRESSED, A ,'QX INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS So USED IN ThItA ANALYSIS. F&STENWCS SPACWSF M WOOD HAS BEEN DEFTMAIRED IN C-1) MINIMUM EDOt DISTANCE or LAE Sti-AEWS, INT40 WOOD SHALL BE AS INDICATED IN 7HIS ORAWimC ACCORD NNCE WITH NXI.S. 201& SED, Rm - Do RM PANEL , S ADETILIAICt Pa IMPACT AND WIND RE-SiSTANOE "As BEEN VmrIED I" ACCORoANCI, "Th SI 159ELL2 OF C.4) MINIMUM PENETRATION Or WOOD SLASHING SRAJ, BE 8/5', r/4' iii-213 BE USED SHALL, BE I IjZ I C MINIMUM THE ABOVE MENTIODEb CODE AS PER AMERICAN TEST LAS Or SOUTH FLORIDA REPORTS juffl401-01 AND E0011S,102-09, AS SHOULD STUCCO EXIST, ANO I* wIMMUM FOR WALLS WITH NO STLCCO� PER I -99I & ASTM I: 33D-02 STANDARDS, AND AMERICAN FtSTING LAO SOLITH FLORKTA REPORT #1123,0�-TO AS PER IASI-201 AND TAS-20, PROTOCOLS. AND AS PER CALDOLATIONS PERFORMED 114 ACCORMANOE W/ $rCTON 1404 OF tAC C4E`) III Uk$t, THAT PRECAST STOW4 OR PROCAtSf CONCRETE RAND.S, STUCCO OF., *ow BOARDS BE FOUND ON THE E)GEMAI) FLORIDA BUILDING CODE WAL,L ANCHORS SHALL RB L(RQ IVICKLOR TO REACH THE MAIN STRUCTURE BEHIND SUCH �04ELS, ANCHORAGE S14ALI BE AS III190IONED Ill 111)� C2� A C.4) 2, ALL ALUMINUM EXTRUSIONS 10 BE 9OW-Te ALLOY A,* TEMPERL (UNIESS OTHERWISC NOTE,n) SEL Si4iI (0) ANCHORS SHAILL BE INSTALLED FOELOWN0 ALL OF THE REVOMMENUARON5 AND 5PVTFT�?OKNN5 OF Thf ANCHOR'S MANUFACTOREFL 3, ALI ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY, O P044S PAY ALSO Its INSTALLED HORIZONTALLY FOLLOWING INIETALLATION DETAILS SHOWN ON SEffIGN' I TRPNUO4 6 (SHEETS 4 A. ALL 'STEEL SHEET MEIAL PANELS SHALL KAAVE 'TURUCTURAI OUA&TTr 5TEEL, ASYN A-053 CRISIS 80 MITIIMUM� 41-OG OATUVANIttED -,Hgoi 5) acm THAT HEWASO &(D SHALL 140T Be osm Sim UEST"HoN W/�- vz�� ioo (AMR ROLLED), S� IT "LL BE THE RESPONSIBILiff OF THE CONTRACTORTO VMPY THE SOUNDNESS Or THE STRU "WE `04CRIC SHUTTER IF TO BE S. ALL SCREWS to RE STAINLESS STEEL 304 OR III& AISI SERIES IT, CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATIACHCO TO INSVITE PROPER ANCTIOALWA, THIS, VUFTTR SHALL ONLY SIC ATTACHED TO CONCRm. BLOCK OF WOOD fRAVE RVILDINGS, Soule W� 51) "i 'VIELL, "Flitf-TH AN13 so k.i TDI&I STRENGTH AND SHALL COMPLY A/ FLORIDA But"JOINO CODE SECTOR 2-1 t.�,3.4, 'D EACH REGULAR STORM PANEL Wfn� LENQ14S OVER 00', AS PER SECTIONS I t .1, 1. 5, 6 A-40 ALTMNATVAS IW, 3W a 4W ON SHEETS 4, 5, 5 & I RESPECTIVELY, SHALL HAVEA LEGIBLE AND READILY VISIBLE kIARKWG INSTRUCTING OWNER Us TWANT TO IE BOLTS TO BE ASNA A-407 GALVANIZED STEEL. OR At$ 301 Ssfo�_ STAINLESS SII WITH 36 PAI MINIMUM Y1,ELD WR ml-Th SECURE PANELS WITH APPLICABLE RONFORGIEVENT DURING PERIODS OF HURRICANE WARNINC. 1 7- AKCHORS TO WALL -KAUL BE AS FOI I I. THE INSTALLATION CONTRACTOR IS TO SVAT./CAULY ALL SHUT" COMPONENT EDGES WHICH RE"N A CONInNHU0115 CONTACT WITH I THE B.01-DINE TO PREVENT WND/PAVI INTRUSAGIC I (A) M_�SIUIN.�_; �,J_ I - 1/4-0 TAPCON ANCHORS AS MANUFACIVRED By ItTW- OJILOCit, INC IM;n, V��19l`. PIL-L 12 STORM PANEL 94STALLATION SKALL COMPLY WTVI SPECS INDICATED IN INS DRAWING PLUS ANY 8U.-OW, AND 41WING REGULATIONS I - 1/4' 0 A 7/8* CA1.9-44 ANCHORS, AS MANUFACTURED By OCAA0 INC PROVIDED BY 7i4E JURISDICTION WHERE PERMIT is APPUED TO, I - 1/4*0 w 3/4' SCUID-SrT ANCHORS, AS DIWIPUTIM BY ALI. POINT SCREW, BOLT & SPECIALTY CO, 13 (C) THIS PRODUCT EVALUATION OPC PREPARED BY THS ENCIN ER is CENERIC AND DOES NOT PffW,UE INFORMATIOV I (Mi., r-3000 P-1) 11 - #74-10 PANELMAT17 PEMALE 0 4 OAN-_MM,47E PLUS ANCHORS, AS WANUPACTURED By ELCO CONSIRUCTIOR PRODUCTS- FOR A SITE SPECIFIC PRONIECT; I'MaEE119). STITE CONDITIONS'DEVIATE FROM THE RED, - I/410 2AIMAC NARIN ANCHORS, AS MANUfACTuP BY DEWALT, 41C. (1,3 CONTRACTOR TO BE RESPONSIBLE FOR 114E SELECITOk PUTW_1-i,4_kE AND INSTALLATION MWD440 JIFE SAFETY OF THIS PRODUCT W40 ON THIS PEJ1 PROVIDED HE/SHE DO-- NUT OfLVATE FROM THE CONOTIONS DETAILED 09 THIS� not'JMFNT� A I) MINIMUM EMBEDMENT OF TANCON ANCHORS INTO POUREIi CONCRETE SHALL BE I I/O; 2� FOR ELZO PATELMATE ANO CONSTRUCTION vn7y AT SITE f'S THE ODN"MAI RESPONSIBUTY t ,�14- FOR ZAMAC NKUN ANCWRS� (A) THIS PRODUCT L'ALUATION DOCtAiENT WILL OE CONSIDERED RIVAUD If MODIFIED A.2I CAJII-IN & SOLIO-SE1 ANCHORS SHALL RE f.149tom 7/6. INTO THE F-DoRw VONORm NO ELARENOT wo STUCCO E`UL BE PERMITTED, T/r 4­10 SCREWS USED SHALL BE t liz" IONIC temmom SHOULD STUCCe. EXIST, (,* sITE SPEETFJC PRwo-S sw'a BE PREPARED a-, A FLOROA 9EDISTERED CHNEEIR ON ARCI11TECT WHIC14 V&L, BECOME THE AND I - WNIMUM FOR WALL5 WITH NO STUMI, AND MAY' BE HEADED $CNIEWS " ALL, PIREADCO SCREWS W/O SEAU ENGINEER OF RECORD (E,O.fQ FOR THE PRIMECI AND W90 WILL RE' RESPONSIBLE FOR 114E PUT WIT, WING NUTS PROPER U�l OF ITIE 01,T), "IDNEER UP RECORD, ACnE1O AS A CIELVATIEU ENGINEER TO lK Pf',D, ENGINEER, sHAL1 SUBMIT 10 -,HIS LATTER THE ,qTE SPECIFIC OPAWTINW3 FOR "rei, I ") IN I CASE THAI PRECAST STONE� PFPCA5T CONCRETE PANELS PAVERS, STUCCO OR WOOD BOARDS BE FOOND ON THE , CXSnNG WALL OR ELCOR, ANCHORS SHALL BE L014 SROUlG14 TO REACH THL MAN STRUCTURE BEHIND SUCH PANELS kP) MIS P-E.D. SHALL DEAN THE PATE AND ORIGNAL SEAL AND SIGNATURE Or THE PfOP`VEI%RA ANCHORAGE SHALL BE AS LIENTIONED IN Al) AND IN A.2)� ENGNEER OF RECORD 'THATPREPAR8.0 IT IIS) !Q-M�lm",�WACL-%=-K--W",LsnL-C--M: 14. SHUTTER MANOFACTUTIMS LABEL SHALL BE LOCATED ON A READILY ASISLE LOCADON AT ,STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9�2 OF FLORIDA BUILDING COURE, ONE LABEL I/e 0 TAPCON ANCHORS AS MANtIFACHWEE, BY 1. I W TTAU)EX� INC- i STIALL a PLACED FOR EVERY OPEII'INC LABELING TO PiOMPLY WIT9 SECTION 17ET51�3 OF THE - 1/-� 1i l 71 * C&K-W ANCHORS, AS MANUFACTURED Urf OfWALf, INC, FLORIDA EBUILDING CODL �SC,FD­SET i - I/4,0 X �tp ANCHORS, A.q DMIRIGIAM SIT ALL POINT SCREW, BOLT & SPECIALTY 1O, I - 11 4- 1 0 NANELMAIE FEMALE to AND PANEEMA'rE PLUS ANCIKLRS, AS MANUFACTURED BY ELCO, CONSTRUCTION FR% �i , .�'VIIIIULII - Ile 0 2AMAC NAIUN ANCHORS� AS MANUFACTURED BY DEW&T. INC ""L-wA A. rk 11 .o ,v ..... z4o � , % 5S'� -LORIDA -, Yelat 9�1) MININUM EMBEDMENT Or TAPCON ANCHORS, ELCO, PANELMATES AND 2AMAC NAtUN ANCROR. INTO ME _05' `�M` . -�� % f BUILDING CODE (Nan Mit Nor icone Zone) � �4K City BLOCK UNIT SHALL BE 1 1/4- , , I . IC .=6 MACO, - I.e. Z " W4 24 GAGE GALVANIZED STEEL STORM PANEL CAMA, R", 9.1� CALN-01 & SOUD-SET ANCHORS SHALL K EAREODED VEI' INTO THE CONCRETE BLOCK ulm� ,IT, " - I SIUCCO SHALL BE Pmmmzu. Ile A_20 C'EiEws Usm SHALL BE , 1/2- Loiiia MINIMUM SHOU�D`*ITW�YJST, * - - 1. - I - I I AND 1" MINIMUM FnR WALL$ WITH NO SMCCr, 87A`Fi - '. GLOBAL PROTECTIO14 PRODUCTS, LLC. " F 11 ­ 1� - ­ t�`,, � , . _­` "An, - � at,i) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, MCCO OR WOOD BOARDS; ' OF . - - 11" 4" SK, 51 StNi*` A =� aw E, ,� =, 4 ' ' - �E 20-175 1`� - pmw� apa,OM-1-K M, otbAls" EXISTING WALL ANCHORS SHALL, BE LUNG ENOUGH TO REACH THE MAIN SFRUCIUAF OF,fV4L, 2��ICZIPAIAIro I _m__ ANCHORAGE: Shi RE AS MENTIONED Ril 0,I) AND IN BL2)� : ,,SS t / - - _,_��_i __ _4150, MWAc .. L _­ T __._.J """'T"N'.1 it'-po-, 'if, SIC&AVOOMT , ': 2 I I - � 15iixro -R, I-V __ .--- . . __ ___,..:gCM1_-,,E- � I I I INSTALLATION DMILS FOR REGULAR EANEL 6) I ' INTO POURED CONCRETE 0-8 QQ_NQRETE_=CK BUCTURE5- - , � __g "I* ,.Rw O."C'ETE "fSTING POURED CONCREM I CONCRETE BLOCK '­ dR CONCRETE DIOCK :- �1. �� I , cc,', A E "I # 1, ED REQUIRED- I CONCRETE ANCHORs____ 1'�, - CONCRETE AN01ORS -­ I k,,iitt l,- uui� - " , J (sm SCHEDULE ON' N EXISTING POURED SHEETS 9 THRM4GH, 10) " �_- 20 SHEETS 9 T14RQVGK 10 ,­­ CONCRETE OR (-2) � _1 , 1 CONCRETE euoq� , _(�) IIA'.-Im"� I- _­ - i�2- I � I ze CC-- ... 1­ --- REQUIRED. � .-& TAX . 1 . , I � i � WWO M4' O."I �,�� - ­ - , � �� __­1____ _____ _ .... ___ . ..... � I �`k ­____1__1____1__ 11, 1914PPIM AwmCHOR$ 13 1 1 I �,;� EI I I ��tt ,��,��,, I � (SEE SCHEDULE ON_ -­ � - I NIL, _ � a sni-EETS 0 THROILL I t DR ioj ex 5 _.- irl i '11;1, I , �,_, I � I 1� � I I,, 1 1 . � Sof I f �i� - S, i I ! � 'l?, �. I �, I I - I �, EQ' � I -, L I �� I � , . ��� ,,"I � --- I I 11 i -4-1) I 12-22 : -�,�, � i I I-_C1 i I i r ., - I � i I ! 11 I : ��� ��', ,, ,, ? I 1-11 �_ ­� - & ____ ­ _L_ ! _ f t y, � In, 114. 1 � E.to� . . - 4 I - 1- - I 1�__ __4 - --- __ I -;',�. A, 1, ", ; I 'E'. . "W " __ __ __�­ , '�a> , �,_. ­ I i I I SEPARATION R " I . . .bo , W - met- I t,'-,Jk',',,'1,-',t� . ,� I . , k I- - TO CLASS, - � /�, � I (,.E LIM N� _� i ,.--,J��ig,,- , t.4"t . ,;��%' I I - ­ 'Doi aoR 7'--*) 11-ir) �, " (SU SCHEDULE ! ., , � ­ ; 1 EXISTI -f-- - I _­ ­ I I IL, MAA. is . I I 1� lui5,17S-t-) I i i I .MN-9, ON SHEET 3) , I I PAN LENOTH i T � I I I � (SEE'SCHED E It - i 'L' ;" ,1 ON ,I- 4.. . 'I, I I TO CIA I I ON SHEET 3) 0 i I JAANF� - PANEL LENGTH I I I 91 - I : tsEr SCHEDULE COUCRETE ANCHORS t_ - , _ A _ � -L-1 ­.. I (SEE ScHmah , - _,�, "",­v�­--- - �' - - - � f -_ --- _­ ­ ___f­ - T_ n � -.HEET 3) (SEE - - 1 ON SHEET .,I) ! - 11 ; -,- -,-N ___ I ---- -- r -, - � SHEETS 9 THROUCH IDI i , IT, I j , � it i t I i I Box � I I -1 "I - KD 'IS � _ ; .,­V'" I � 1�1'y ��', OF It. INP4 4,f"11­11 I -, �, ;1 5'� 1, � ; MAX I 11 1 56x I aL,,,, I I r I � 1,­_ �, I ­­ � I i OF "C � _01, � 6, - 44-i I �1,10N " �1, � I t , �, 4 1 1, _-i-r_-T=1-1 I 11 i MAx � I � I I i , 11 � I I � I i � ,""', I ... �­ � I I � �, I I � �� 11 i � I 'ID I— i � � I M I i �,_, - i � � ,. I J � ,;,,�: , � I " � I , VIP, �"111"i� I 0 . � - . I 'A", , 11111­1. ­@ ­­ I ` J �11 11 � 11,.!:;L: I �n_l � ,,� 1 ... . ..... 1-(54- j I . _!�,� - - NO � - f OR � I IL I Ji(As APPLICABLE) I ' ;:_-)_-__ - 11 'I I " ill - i ix_ ­ � i I I i -L-- L , ie-v L- HEAT I , 11 * r � � IN a. , : � CONICRmm `1ORS_____1 0 1 1 i I i � SCftv OR, 0 (SEE CHE J - ___L__1 ------.I t- ­­._ - I - , I tki�m . IR - i I ed �ao--�-FOL- [ v� - , .U. Ll_ ______A­-­_-r_­ - RO Gil I 4, I - SHE . 0) -1 mu', - Tor - I ­ �1�7MIII =T� .j."NATE "' W/ I �__­ ___ S r �� SET AN C I , �) EXISTING POURED CONCRETE LOCATION �, ; r " ARE LESED W __ OR CONCRETE BLOCK ALTERNATE CONCRETE- _pJSTING POURED CONCRETE CONCRETE ANCHORS An USEIL REQUIREM ANCHORS OR CONCRETE KOCK REOWREO� STAGGEERED W/ Endbi (SEE SCHEDULE ON I (SEE SCWDVLE OR 1 SHEETS 9 'HROLIGH 10) SHEETS 9 THROUGH 10) I I ­� LIT goumilwrt WALL ROU"NG I 01= MQMNI 11 ON I mkm"�, WIEV-1 I REAPI 3/8- Ij SCALE 3/11-1' "URI"HORL"? , ol@k A. Tk4'toA ,g � ,.­­,,/�N. I "I'll I . tEN `�.!1�1`-��, - . __ __ - FLORI BUILDING CODE (Non High Velocity No iocna Zone) S, ,* . , - 1 �m vvienili, - - - � D� 44167 '. ! 2 : * - Z4 GAGE GALVANIZED STEEL STORM PANEL z *. . - r - Diveei ar NQM_ff* � , * .*s OMBINODN I - flo'"I'm E.O. - EWE DISTANCE __QLS&O�M* S -EI'. $TAT E 09 - C4',*k_�-_W�­- ' I I L I E C 0 1 " . GLOBAL PROTECTION PRODUCTS, LLC. .M- (SEE SCH OULE ON TOP & BOTTOM OOUNTINGS CAN BE !�� -,,,, .. __ lmw Sw. 51 sn"m SHIM 9 & 10) COMORLED IN ANY WAY TO SUIT ANY I 11.�", .1, AAM.. - - - - - -_A`QA "I A—. A-L vo� 'Im"A 20-175 - ... zc�l - I PAT An -tee I . a ve") __H1I RNITi OtaiDiNie-1-114, 1AX, Q6.16int-ICAD INSTALLATION. . . - DnAiAmo RA. � , I An.1 A. A I 1411 0 - 1- mESI,L - I I - .- I_____ _______ I __ F_ --- --- -1 I INSTALLATICLR -ffjA S -OR REGULAR EANELj, JJRT Ito__F _P_W__0M I I I --:I -"I- - - -�-- , � , , , , ,�r , " , I I � ',, ; , , , .. I ALTERNATE LEIT ,� , , 4"ItIS' (Min.) EXISTING WO , / , " � * , I -- ----- �2�,--� ­ - - , , ­00ATION ­ , . , 11 7� , � � I BEAM REQUIRED. STRUCTU12E 7--- , , i "I , ill, I " " i ; , ­ , ,� ;- ABEQUACY 0 - I , "; I , � -, , S F EXISTING WOOD I I I I I , - ,- I � " I BEAM TO BE C Ism By _ 11 - ENEGMINEr � 1­� �; i I t I REGISTERED - FR OR , r, sz, f � I PQ - _ II ARCHITECT PRIOR TO SHUTTER � - ', - I �� - - , , � I - � - I INSTALLATION, " WOOD ANCHORS ALTERNATE WOOD ANCHORS - ' "', , , � 1, I' wn. - ik.*.1- PDX WASNS - ' � it! i ; I _ ON (SEE SCHEDULE ON I - - I (SEE � I It, I .. � -1DQ_ -_ - _ - , , slim I I) Skm I 1) /� I , � , to , - -F'n"`�m 1 A I f . , sz .tT W/ wo "=�� � , �� � r m � I , , W- 1 ,/2- .11 114' �,, � - � � ` I � I � i � ' ' j - MAX, WOOD HEADER- - _ ' ' _�'y',� ' ; 1___­___________­I " EXISTING I * ­T­ -----,I It REQUIRED I v � _ i i "I", I I .. ­_1 ! - � "I i W I ____ � � � \ I WOOD ANCHORS _ " " �; ,�Jt:. - -.4- 1 � i � (SEE ScHrovLE OR-- , ,� i- �, ?M I i I IP , � . I t I ", i t I MIA, 1 ; � : I � ,01 � , -­T P-4.- I I ly j � 1 I I I i � � L_*,� � ION SHEET 1) �1 1. � � - .0 -To GLASS, i I SORDOUI I 111";E� : I , -- . 'MAX , CA, r Z SCHEDULE ON SHEET 3) 1 11.41=1' v I- , ,- 4A�4� - ­-, _ �Fll� - ,_ i I S .,0 l =-rlm-o ; I -A CA;~ PANEL UOIGNI 1: VAX- i��­.-,-­,-, -­_­­­ _�, _: � - �_:, N'-, � -7 %�­,�, t - w RA PARO, (SEE scem LE I I ­4 -, ­­-­ -­- ­1 PANEL LENGTH � I LqvH 04R t-a') ON SHEET S) ��� ; (SEE SCHEDULE EXISITNGA I I I , 1+_ - � 1 41 ___ _,__1 ON SHEET 3) CLASS I ­ f­ ___1 �- ___�x I . � 111- --- � L I ____ NI" 9___ I � I � � I : .'-'--- I ----L .... . .. ­ - ­ � -- I - - - _j i I i __01 I I I-"--------------- --- A, - - _ i ,I I : � I 61, i I �_4� OF I , I i wx I i I OF 'c � I I MAx Im ; . I - - I __ __ � 19 , i I ; I I 1 04-� A� . 11 i/' O.C� . ; I , _f - L_J. � � --- _ _j I - It � I I I ED � , , Ti2- � - i F2 i I � I I _ � I CA I I i k " __ If I'S , . . W/1. i , ,��, - - i , ` - I M I I w a z , � zi 1, ,I! I -I, ls�� I ___ - __ _ __ __ ---. __J I.,-, I , `7 I � 14 I � J, 1. �', t, i , -,----- -- -­-­­--- I � , i I � �, � I �, I _,_____, __J­­_1_.___­ 2",A* WOOD 4 � , I � I � - , , I --------- I ­ _�7 _ PEOSK' RWETUD E,m� _4__;__� I I I �, � 1� � , n, I _-, __ _ .... ... � -, , ,RED REQUIRED I I 11 � ; H . WEAN -, -': -- WOW ANCHORS CNCHORS ?,-�, ______,__ " _, 11 EOUIUE ON : . (SEE ScHpULE qN__,,�______.____,__ it/4- ­__ ...... . _ 11 1.� � , � '� fl SHEET It) ___ �, ,I ", __ __ _,___....1_. k 51, - SHEET` I 1) � I -­­ , � � "' ' I ' ,�,,,, ,i � . � , i J L_� : "I -1 � i 1 _.­2. MI,,,.-,- , __ A, ,'-.---- ­ W U14TING i I ALMNATIYE 4W SCALE S/3-1- SCAUE 3/�I_ "AI%N�111014,, 1 O�XV , 'k, ",,,,. _141 t� ...... ­', /;� 'I , TLN�EN,7�...!O_ ,7 , � , it t - : I W_P FOR COMBINATION OF SrCTIONS� z ; . -, . - FLORIDA BUILDING CODE (Non _tLigh Vimlocnffy 14U cone Zone)l I = - t. INSTALLATION ARE ONLY VAUD FOR MAX. A.S�D, = " -*= TOP & BOTTOM MOUNTINGS CAN BE � DESIGN PRESSURE RATING (p.EI AND PANEL LENGTHS - 1. - , AIM ITTIRNT, - 24 CAGE GALVANIZEDI STEEL STORM PANEL I., STATE OF ZZ 1AMIN W: ."cE,. _____ - -_ ___,____ - _ COMBINED IN ANY WAY TO SUIT i. ANY AS PER SCHEDULES ON SHEET 3 � � �.4`4_, 4F """ INSTALLATION, I FOR NEIV WOOD FRWE CONSTRUCTION: WOOD A� . .9�� 't 0 `??W�—�- / ' 1 !" -A 11LIECO GLOBAL PROTECTION PRODUCTS. LI.C. WTF-1 - MEMBERS TO BE SOUTHERN PINE No 2. fmd� 41MAT S.A 51, STREV, - I , N ��L �Or"Z"" DENSITY Of DZ5 OR EQUAL , gLur TESTING a row "mING comi � �L 4EAN400" I ,i 7 __ - A, 0#4C. fl- 3301. 4-i m�vzm M 'rV�.­ PFOC wm-iva, rw (SM)GI-am 20-175 1 . ­­ 1� - A. L__ -I---- RE, SEVIAXNAMWIDATS � "w, 1�j ,.,-, It-— ­ :Zt2l�± 1wm ', .1 is 5 1 -6-0 (1) (1) _9__ U) _0 —00 > (3) C-- `0 0 ­0 " L_ = — CY) cu -6--p C-) ­0 a) -Iii- a— U) . (1) _4__j a a) =3 -0 co 0 0 -co -0 — - Fn _0 0 IL_ ca. = 0 3: CU = 0 0 .4- %%# LL "_ Lj — CD > Cn .cn -0 a) W F-: I- a) -I,-- 0 L_ C:)- -C= � m -0 101- = . — - 6C .00 C/) 0�. < IT or CrIt .%� " = - � " .- -= :t w w -C :1 a. AV- I= 6 =_ = = . =1_ m C.' ,,,,,z - < -E _= -�,;, = C'Y1 >< Ca- .7 m - 4 _0 11 = -Az 2! _T R: _T :%< co 11=11. _= 0; . - C_ - �- = = ED 8 _= -cc C= U .- .- :�: BI: 12 w a) ;� _m . EJ = > = CD ca :.r w .2 ." " a _= = E - ED a. L) " 0 U) " Q) (1) (2) _C_ -4-0 *--a C/) =3 m > C� I 0 L_ C/) CL 0- < a) 0 C =3 IIIII0 m 0 A 0 (1) " m " 00 =3 w 15 < a :7- < __j a_ I SHEET NO. SH 1.3. _._.. ___ AND CLOSURES DET #LS F QR INS.TALLATION IN POURED CQNCRETEk I ONCRETE BLOCK 08 WOOD STRUCTURES: YALID FOR REGULAR. LIFE RM PANEL 1 ST i i A' "- f f 2 _'__,� 'Gi2' . 3' a .093, :Ulm H-14 aR 3„" ` VARit.3" t e.. {/7 ��� x xpEQ�B/ �'' 6A63-76 CONY, IL N,- 1 Mal O O Y.J MIN b a'k x t 3 #' ANGLE / / � I ,A�,7N 43' 0. f ♦ O. r ;F AijM M POURED+..QN CO. CRaIE. CBE[€. f i 4'.' 3 4' T L GA 'A4" FRAM£ '.POLATIDD f�NCa"-E,.. AP�F1 ` z< 8 P K 2 WOOD 2 1 " / 2 LOF1CpETE (tLOC NI4iIX{ W I2 0. }-REOUIREOdy<.FoAV x ORMT"A+ WiiOp E R£R PRfD � N4F FflNL'1 M s� .��'` �+ B Aa 4 f r WP I > ti. 1 " MEd e. #-x n i 3 + . T P 4M -: R - 1 ., - ,ESN AN 52+0 TF NA E L N#N iAt I,EC Lk^41 j[{E p ;4.. .. . .AL J' ,4... t 2 .r.: * .aa5 TO. a t2 o.c.. L 2, VARMS 'n-..✓ .-..t1 �e,._ L",. r" ••.. ,.. f 2` a 5' x .SSS" Cm. y s <.-. Ab... 5 AM QR. d .,?v.: S 41 11M GI.a to r,F a pp PL%I NCR* W ONO ElE " 3i 3-Nt54 PLA LOBO � Gil 1. R �°" W gL1 3 ar . a.^ t ..r WL"b,. METAL ALUH, RENT PLATE ' f_.. 2"x4" W4OA'IiIAMi: 4 X +' k y2 7 2 _ . *T+P' REOt74.AR _ "L R ff.� 3105 H 4 L7 f �+' i , T f EO R OLdt f 1 f-' I CONT. A DM. ua Mln. ��.a w<.`ae,.n,;..z�a:a.. ma*�-.,,. �...;§. Ma,✓GAP �� #`. L'�. 14`:,72'. t/,_ ti u tZ' ±t1:t OR epe3-TB aYt7r IUT C.t. N/JAFAa4F7 %1m1 Aiu.L. ANGLE * CASE A P Ni CASE R #}PLANT SE C (PLAN) CASE D (PLAN) i CA I 7 SCALE IJ4"=1` SCALE 1/4"=#` SCALE 1/¢'aT' SCALE 1/4--i-^ 9 i7 --'— t - '7 -- -I ti SM$D-5fY OR CALK fai FiL`fl PANEIM{TE' f E AT-'II•YAL+tE W A#E? '1. PONCRI CONCREi _. EXlSlwFS tp]i ..•..4 R CON'2N4, BLOD ; "YOP 8of OP � � AWEY UU. PE' .SEE <.;: PGVRFn Ct1t�•RETE.. �, � •� 0 P MS I e5% '+:. PR 2"e ` :. SIDES of OPBwNG -'' S(%1ET4nr 0#i '.( .. B GX Y 4 wTXIO 5HECT= n-.-_ .(MIN y`E'Yt7ND ::, C0t2SRET€ 9i.P VARIES ' 'i*,:.. 2'a4" wtXiD TTtAML D+yyy"O � � FRAAdE REOONEO AS Ap14I$AaLE IG 6 1Y} '� SSPENtW WIDTH) "T`- )#11Em CONCRETE, CONCRETE 7#AtARED }+".a'^ ` Ow OR V.4' WOOD FRAME < I `r.r i .-.a ^... , ^n, . .s �:. ,i i L . .cs �.. ti;l;Sr.... I '='-'i, RE4MWtEO :z�:,"- .' i'`h i`: ;t,''+, ,.A t 3 ,- I _j e , � w _ / ` Nl ' 'j - OARA: R' t _. rL.t ti.`$[i„ ,f ,,., C 1 / )ffn MT iltW� fROFn slTo - "" PA 1- ,J-..,d,. -P 5 UNA. { � f ,-,4 i' wAIJ; (NEVER i;'Ut END GaNt1) X - R,O�., DISTANCE Ii., a*+,cs.-.. M �Pi I \ i ',• L r/ „ j �,» ,roc yt� 'me 1/0 CASE '`�'« f"'� sj4k-za ss ,gin pi " i*Nituiiu+#MAeiiti 4AJE V k i-LAN) L. { c*'A�a a.Bk YFwsMlrr k a `lt'vi ...... App A,1 SEAL.- 1/#.r I' ,''• \ #N�. k-a L°" ✓ y. VAUD FOR DIRECT MOUNT 1;S ALLATION ONLY At i �✓ EN Yd," LAG `�e %I ?" CERTIFIED PANEL INSTALLATION AT MALLS W/ z No, 44167 •i - SURFACE LEVEL VARIATIONS WITHIN ale _ I * P * ., T4 ' FLORIDA BUILDING CODE (Non Nigh Velocity Nurricone Zone). iSSF PLANT CAS��lE F (PLAN - F ,.— & I&TEao. Pzn 24 GAGE GALVANIZED STEEL STORM PANEL F'A` '� 4-- . SCALE 1 4"=i` +��••, A'� Tr. -r {4A4: _:+ C-AwO" DEALT. Tr4 1 GAL /� ��Ia . - AAA , GLOBAL PROTECTION PRODUCTS. LLC. e,/2Tj2axa. I/ave ff,Y1 y; ytT `#asTlwa t CNaNacRINO COMP � . 48i40 w. st STREET 14 2G-'! 75.. ,. a`/• # " r:a. asr. a. a..wa waN. nypgq. n an i R'N7, A FAIL r+K,N PHOhF: tBb4}r>"-79{4, FAIL 4864)WIB-aaB7 «_a a tp,AMVAI Na.. cattv'mMaw : 4wt wr, w w*wNA PLC :.CALlv�f?*7i N' = a, a -0t,a ek ,A1>.S m SK" !L # 1$ (VALID ONLY FOR PANEL(1 iNSTALLATIONS AS PER ALTERNATIVES TW THRU 4W, ON SHEETS 6 & 7) :MAX. A.S.D. DESIGN PR SSURE E RATING CP.R.T.) MAXIIIINA ANCHORS SPACING FOR E.D. - AS 'SHOWN ON SHEETS .6 At 7 APPUCiiS.LE Tt,R. & ANY BITHEM OF THEM MAXIMUM PANEL tE NGDA L^ tn.} TAPiX}N LAG SCREW PAN TE ELMA I"FARCE ID PANELMATE PINS ii WOOD 6US1-FiG 5 t =t` T ' 3 3" - - 1 3 _^ tw (PCP) 13' 43` 13' 13' I 13` tw (aDT(Oi} 6 T s% z 1 �. a z / i ,._._ D 2 '� / 6 1 f /_/ $ 1 z, CTLTr�j - 1 4' e__ 7 z 2 F t a':. 1 2W 8E1Tt,• ( S 1-0 5OR 8" @" - _ 8" B. tT ) OR LE55 6 d' (f?OFT011) 13 13, _Ir 13 -, 137 W CIOP) +< -{5 9 OR LESS _ ._n3 __._,__ 3" -- - i3 -�♦-TIT` T3 _ .R Y3" iw f& uom ) IFi 13^- 43' 13 S T / 2 w (TOT' ) 13- 13, 13' _ - T� _$.- or ( ) 6 e/2"V 1d_ s {z- a d (top) : __ _T/4 2T 2 a1 (SETT.) >$• o. 10 . _-_ __1I,, _,,_TII,�_"_ 40 _ T _ A e . ` __/ 9 T7 2 ,_,--T3". 1. z' i2 2` T 2 aT' I. 6 §/2 Pr,- A I.-3—w MI- W (TOP) #w (aCn'roM) * SEE TABLE #1 FOR MAX, A.S.O, DESIGN LOADS & MAX. PANEL LENI&HS WHEN SPACER 0 is USED. CORRESPONDING ONLY TO ALTERNATE 2W" ON SHEET 6 MAX, A<SO MSGMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 - - E moutUM DESIGN . TDYEE PANEL. PRESSURE RATINGr=,,_`,.,� LAG SCREW PANELMATE PANELUS. WOOD SUSNING k ANT' LENGTH (ix.6.T:j ID FFiAJ4.E ITT FEMALE PLUS C N&N OF THEM fl. (TINT 13 ' tW O?. 3 a' 3' a" W (90T'UM) e ;/2' a ,/2' 6 1/Z` a 1j2' 2w {YOP) b} " 4 1 7 - 2 514" ZW B- V-01 OR 8' 6 _~ a' ,-. -.,_--•. 3W (RglTOM) 13' .� 13. 3 33' T3` W) t45 -45 I3' t 3 I 3 T 3'� 4W ) (BGlT OM T D .7S -25 T ` 3 1a' TG` _ 1W 7 _ta` _ 3 6 1 Iw .OM 6 112. a ____ 1/2. -_- Y 6 Y " 2 TOP a 1 4" / 12 fi_2 & #" /- 2w $OTT,' t ) T/2° 7 12' - / 7 t ,-.....,. aW iW. 7'-S ' 5' Is 1/2" _....,,..a".-._,.. $" d. m 3W (BOTTOM_) 3 T2" Ta` 13` 5 1 2" / W (RCP'! TF 13, 13" is' 10' PIN (BOTTDMI I :. - & • P : SPACER S * SEE TABLE 1 FOR IsLWE, AS,O. DEIGN LOADS MAX PANEL 7�45 WHEN i USED CORRESP ONDING NG ONLY TO ALTERNATE 2W ON SHEET 6 . SABLE #1 A A.S.Q. DESIGN LOAD MAXIMUM PAN€L. LENGTH 40 PSF OR LESS _6'^B. > 40 PSF TO 50 PSF V-2" > 50 PSF TO SO PSF 5-10" A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE F MALE 10 OR PANEL MATE PLUS AcNGHORS & W,/ 5PI{LpEA►r+�,,J ._1#2'" O,C. INSTALLATION QETAIL5 FOR LtEE_$AEU_Y_E INTO POUREQ CONCR..�TE,.-OR CONCRETE BLOCK STRUCTURES t 4^ TAPO N EA750riG POURED w O ANCHOR O C O C C-ONCRETE OR -CptICRETE t 4'w T LADSTING POU EO / APca, R C N OR ANCHOR 0 9 a Q CRETE BLOCK REQUIRED,JII/2 9' 4�0 i d ;I14` I_ram:,, T/2x i j1f#. OR__ E.D. OR" BLOCK 1 4 W PJ.NELMATE ANCHOR O 12 1) SEE fiHEE S IS & 16 FOR AkROK TPE 4: SPACING FOR BISTNU106 AGO -WOOD FRAME. SUILDNGB. MINIMUM ANCHOR SPACINGS ANJ MH" £LICE OVANOE ARE 011rATEO ON THIS SO#1ED1lLE, FOR EAL NISI TITAN 000CATED ON SCHEDULE RMUCE ANCHOR SPACING AY MULTIPLYING SPACING SHOO ON SGH4PUk BY THE a}LO'MNO FN:.Tt M FOR TM6 O-iATM m 9C P SDISLE, REDUCED SPACING OBTAINERS L'SINS .FACTOR SHALL NOT DE LESS THAN MN#MLM SPAMRS v..1NCATED FOP. FALBf ANCHOR PE TYON THIS SCHEDULE- ANCHN Tive _ L/w _t 1AgmN t/4'.. Pie F Ia w ANCHOR STAGING D#.) i 3 aIXVAATUM rrrr,# cNNner TAIL) } 9eTAMSF. B.a d iMno.M eacr 3 O } XRK ®9E t75NW V-4) FAL10R _ _ _ 1 ,r_ _112a}s _ O!#t _ a __..., Aso TDo'_. COMO F CONCRETE CONCRETE REQUIRED, X011NIZ41.0.1 114V�143!hffi ONLY FOR. PANEL(a)i INSTALLATIONS AS PER SECTIONS 8. THRU 6ON SHEETS 4 & 5) MAX. A,1E, . DESIGN PRESSURE RATING $. ,) i�_ WMIMUM ANCHORS SPACING FOR JAN E-a, PER SCHEDULE BELOW # APPLICABLE &ANY MAXtuUM PANEL LENOIR 'L - trc MAX.MA3.0.. DESIGN PRESSURE RATING (ii _. MAXIMVM AAILwaRS SPACING FOR M8! LD. PER SCHEDULE BELOW _ - Aml re, c ' 4 6 ANY .. NAYiMUFA PANEL iFHDs'Fi 'L' - 1APCON SOLID -SET PANF1lM,TE FEMALE W PANfl.M#?E PLUS ZAVAC-NAfNN CALK -IN TAPCON SDUO-SET PANEUIGT!?- FEMALE ID PANELUATE PLUS - ZAMAC-NAIIIN CALI -W To- mm ma;RTE m WNCREfE K ro CivkTElE WINO m T¢ t1Xta9E m To m I;aFgAllMPIjN {f THEM m m to m C7kXEff ':o m Mir m m U m oTNo[Tc cDniaxLA T)aN aP 1#ifM t45 -.. ' #5 OR 13' " I3" 43' I TF T3' _ 13" t3" 13" i3" 1 (Ti)P) OR LESS TO - -W5 tY -i 13' 73 13 i3^ # T3" T3' 13" 3, T3" 13' }3" it 1/2 1 dTLTP). �' IEss T3' 13' 13' 73' 1 3 13' #.'.' #3` T S I 3 13" 13" f TTOM mH0 i 1 3" 13` 13` 13' 73' T3' 13° I"3" ti3' T3" S 3 ' it 1'2 Y t '+TOM - tB0 -. 3 - : , . �� ,3 la 13 1s , _ 13 i I t 3 3 : . T3 ;. 13 i .' a , .. I T3 -: 'DIP 2 ) C - 3 " i 13 r t3 " : 13 13 :.: 13 1.. 3 f3 1 a" 3, 11 13. " 1T_t 2 , 2 _�:. Q ) t3 43` t3 - 19 1 a N. 1 T.. 1 3 3 1_ t3 # 3 t3 SOTTO 2 M f ) 4 3 Y3" 8 B 13" a 1 3 :3" i i 5 - / 3 Ia 7a _ 3 T T -Y 2 2. e 8" 13" 13 3 s_ T3" 2 III, / & 93" i. i 3 T3` 8 T::4" ./. .-i_.., R 6- 3" 13 T a 3 a T +^ f & iz " 3` T3 I. 3 3 .. 2.1 /2 a „ �" 3 I. _- i i 3 !3" 2 S- t Z �. % L 2 _ ,. 3. i3 i3 3 _,_ B _ a 13°' 3 a. 3 i3" ._._ $ __ 3 T3 i3 43 6 9 #" _. / 6 a T3 , 3 T1 i 2 / J2 a -Ile / 5 t f1 / F # ! � 2 BOITD M) (T� 3 f (BOTTOM) ( Tffi.. 7 ( �)TT' , : _ tiOP) aGrr #. 7 T • 3 fi3` 3 3 _.-- T3" T Y T? 13' ' i 1 " 3 S-" 3 _ }}' -13 �. � ) ----.I--- .. {-_. #2 9 8 12 T 2" .._.._. 6 1 +" � ...�_ a $ 1 4' �. e : L $"'f i +. 12 2 / _ a A ,... a � ':8 6 1 +' a $ 1 i' � 7 i 2 3 (BOTTOM) ...,...... CT OP' F ._� " •' 3 r 3 T .. T3 • 1I' 1a a"� _, 3 , -3 T3 6 4 #$ _ ._. ..Y' 1 1 3 T3 1 4 __,, , ,• 1. 3 f $ B +'. T ._ , _,: <>Li ,.Y , 3 •. & 4" T a' # :' 3 I:k` , ' ,3. 3 T _SJ a Y'L". ,3 53 _ • ,. is st .. B 43' T3 13 �.& 1 # _ t$` #a 13 # e +.'a + BCTTTCIM _. ( ) 5 ,aR $ M ) B CTOP) .PIT, T3 P_ t 3` $ 14 13 8 1 4 % :", B 1 i t3 6 1 }3 }:. J 13 1:5` 1 3 $ 1 / t /. 4 $ 1$ . O'i' -.. GATT .. 5 T3' i 5" 13'" j T" T3' .40 13' 1/2' 13' t3" #3` 7" 9 tJ2 T a5' L a tj2. 7 ill 14 1/^+ 5 1/2 ? f12 13, 13" 4 1/2" 81 i (TOP) 1 (BOttfkl) 1O 13' 6" Y2" I T3' f3" a t12' 13' d 1/a 9 1/2"' a tJ2`. t3" 5 t/2" 1 (#L1gj TQ 13` 7 1/2' 13' 13' #3" #4` 13" FD" ti' I av . 1__ 6 f/2' 7 (80ft3M). 13` 5' 13 ^ 1 t Q /2-TS" 7- _43` 7° : 7 4 2 f 5 1 2 J 3 ' { i f 2 {T , 2 OP' ! " 3 5" 1 3" 13' f` -3 8# 2` / 13" 8 i 2' /./ 9 T 2- ', 1' 2 13' S 1 f2 2 - S? ) id° i 7' t3• 13' 1_3'-i eB-T/2 tT � ij2 PTO 1f2 7 Tf2 _1 13' _ a 1/2' 2 (BaTTaM) 13" 7 7 " J4 13' 13" _ ---� #S 4 10' T- 3" t0" YS" 6' 43" 6 i 2" { 2 WITOAt { f. T3' ° i}' T3" TS' 1 9 112 13 $ 4j2 IO 1/2. J i/7 t3' a 1/2 _ 3 (TOP). I3• 7 1/2" 13" 13, s 13' Ti` a" i3" 8 1/2' 3 ice) 2 2 2 1 a' i' 2` € T #` T/ / fi t / A- S# +' / a BOTOM ( ) T i/2' 3" 2 2 / $" 1. 5 2 2 / 6' t 6 4 / 7' fi 1 / s. +' Y T .< / 2 e' 12 1 / E` +` { I/2' 3 T/2' $ 1 4' / fl 1/Y 8 1 4 a 3 (BOTTOM) ( DNi # (TOP} i' S` B 5 T/2' T` r3 #/2" $` #' t/2"1 3" 8 I/3` 3' 4 {TDF) g' S _ a--t--Ew�--L;�, " ®' i _ _5 T/z' - 7# /2 _ 4' (6aTiDA) 9' 6' - fi`-� 9' A- 1/2- "7 — 1' /2 - 4 80TTOM ( ) •3` 7' 13^" 9 1/,, 13" F�%2'.-P 1/2- 7 1/2` i}• e 5 (Top} t3' fl 1/7 i3' { 13` 13"�10 i3` 10" il" 8' 13" a 1/2" 8 I, ) 13, [ I '1^ T '3 ' 9 # - 7 9 t 1. 2 T T 3 9 1 2' -7. # s . T.. ' 7 2� I 5 #.. / 2 t3' T3' 6 i " f 2 +12 J S ( ROi7i1M $.rflfl... ( ) Y 3" 8 T. 2 / �y_ T3^ 13" I. " 3 ?O' T3` 1 O' t 1' d" 13 a /IT BP TTOM ( 7 13 � 6 Y3 13f3 8 i / 13 1 H! / 2 t 9 2 / E i/ 2 13 A l ,"2 6 .^ (TT3 0i 7f+"'$ _ - µ a'i/"y, 6 t/#' b (B9i.") -• 'r - $ i/4` a % +^ 6' 7/... @ /. _ _ ,- - G !f 6 1/#' d SEn£T!'},. :. Ca illDT 17 MR A9010RS TYPE k 5PACING FOR NSTA1ATIONS AIM w1100 k'RMbE BUILDINGS, A' MCI" CI" SPAONGS AMOT MINIMUM EDGE INSTANCE ARE MomCA110D Wi IPAS VDICOULE.. FM f .R. LESS INNN NCi1CAto ON SCHEDULE REDUCE ANCHOR SPOW BY AWT,t#PLYNS SPACNO CROWN ON SCR D= BY THE FOLLOWING FACTORS. FOR IBIS OPCW.TON To BE POSSIDUL REDRICED SPAV40 iIECRA, 15RiG iAOTOR SPAU- NOT BE LESS T#Pt9 Mit4kN1M SFAS;P.*'G 5YO#CAYEO FOR E,tON #al;",HOB ME ON T}y5 SCNEOFILL ANDW TYPE Y1I VNFuN; R 1/4 ,Ie iJ- Swo-soi �tE IJ4'. 2ANIa-AMAN I/E•#. G#X­ :i�t#ML'M AHCI+oR SPACO4 ITT.) a 3 I 3 s z in. a 111 WW&MEOGE 4`ARCRE7E Zia) 3 I 3 1/2' 1 ]` [ 3 3 ,12' 3 TOTA*UDE04 pN= Moo, } 1 3,%r I 3 ,}s." 1 ij3 3 1/r 4 Amu%L. B)GE 016 m= (EO, FACTOR .. t/r a.aa naT - O- - -�. -L -9w -_7t/y' r - a]4 ,_0.43 _ ** SP#CiNGS ONLY VAUD WHEN SPACER [8} Ms USED. SEE TABLE 1 FOR MAX. AS.O. _- DESIGN LOADS` & MAX, PANEL LENGi}iS WHEN SPACER}A i5 LISEB_ TABLE III A AS:D. DESIGN LOAD IMF PANEL 40P F OR L S LESS - 5' 8" > 40 PSF TO 50 PSF V-2" > 543 PSFTO .0 PSF 5-10" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLD SET ANCHORS & W/ SPACER AT 12 1/2- C.C. „,..- --___,_-____,_._._......____ ._.____-.<,._--�,-ANCI#ORS (S"e.E SECTIONS & A1,TERNATIti�S aN SHEETS 13, 44, 19:@i 81 _._..-__,._,:. 3' IMX. R-1A%i3. R-ZAj13, R-3A/14, R-t8/13, R-28/13. R-38/141 3� I 1' MIN. MIN " � -•-- ---; R-1AW/15, R-2AW/15, R-3AW/16. R-18W/15, R-28W/15, R-38W/16. --- I CSCOT d C C: Q Q t3 Q — I ..... .. _i..- -------. { i I ,° I t (!g I , I i f I i � i) I {iL r j I l i I i { i `1 I i' t -a I i F MAX }j (USE FOR PANEL .LENGTH 1 PANEL A gvER r-e` ':i LiN I 1 -, rREGU STORM PANEL ' I I - REGULAR STORM PANEL % ` # B'-B` $ .#PA, -400- .R,i. I l:1R 1 i ' P t. f W lAP M' PANEL H WE7I d7 tFk`L F. $GL7 I 1 ( j}{ .a$" t ----- -- ---- - -- 1 - ': I-• rl=----- - 7 ii T'-9' O +5A .aF. LIFE SAFETY STORM PAtdES_ C4 EL L FE '9 P 1. -. .. ..__. __. __ .. _ _ _'.:j (wI0 OVEREAT' iRD PANEL LENGTH i3c1L0 A - _,4 i I _ ; $E 2 8 ASH. PANEL L? GTM 4' 4 �',.,_. , , / - AT ALL (AOLRiDN{i5 I , s.s. aaLTs W } I O ER� i, iAT A. v , LJ 2 i N p _T_ 1 F ._ _. _. .. _ ,C tiT^". ._. ,... ,.- .. ... ,t Y­11- ) t %1 0 1, (2) NOTCFi£S AT SD,ID r EL B ERS P OTT -+ Q ' M F '�(.iS.CAT#q. #� u. E i AN OM BORN I �I i - �r V t .__._._ - '-I --OVERLAP.^=.. :-CYVERiAi'-h 'I _ , ;-===��-�Z . . LIT q WINS NUT AT EXTERIOR a..fiSaG:l. WING NUT AT �_ MAI LEFT PANFf . _ _ RIGHTPANEL 3 FEAXe' '1N51'ALLATi0T. ONLY VAUD FOR WEND t' MW, R-1Aj13. R-2Ajt3, R-3A/14, R-18%13. R-28/13, R-38/14, t MI#,4 SPEED UP To 170 m.P.+,. �R-IAW/115, R-2AW/15. R-3AW/16. - R-19Wj15, R-2BW/15, R-38W/16.. ..____-_--._. _ __,...._ _--____.-._ _ _.--A,NCNORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 1_34 14, 15 &16)------ .___._--_- ,_. .. .,__.._.,_. __,..__.,.---- .- 1/4" MAY: GAP I LIFE SAFETY S]`ORM PANEL ELEYATTION M f; '11 SCALE 1/4--i" e REGULAR R 7 E V :� NECUTAR - �, .-... , STORM PANEL t 'Vi1•YP STORM PANEL it 4H40111 lr+,,elyy , t LIFE SAFETY PANEL i "o 4 �.' FLORIDA. BUILDING CODE (Non. 11igh Velocity Ifurricorm Zone f �dAlak .• atk a` 24 GAGE GALVANIZED STEEL STORM PANEL I F.ARr, ,••••• �... 1 �'P GLOBAL PROTECTION PRODUCTS LLC B'J=2g3R L © INC. PROTECTION 5W. III 57RO S TION A- A _ T ESnNa . C 2$ E KWa!!G OOMPANY': A E . 3}TRE SCALE 1 #"> I " £I! M.. x, w. xs. r,k,s, A•+woa n ss,. 20-175 1 Ir- PHONE: I95+)M6-?mt, FAY IW4)m-aisp 1 RE. �{(PiGmATw,a _T 4.- 0#>b,ia ,#<w +x�r- La BM'A@IG WY rAt:Ta1T p,E. as n-1.0 31eLf 12 BF 1e INSTALLATION DETAILS FOR WFESAF Y P L IT INTO WOODSTRUGTURES >ii # , ~�'��.�_���__���� i; f;T- .` l: -,H H .« � , ....v #"` WOOD HFAOER �,__ WODO EAGER ie X,_ L, M`DO., IIrDER _ ,`y� WPDO ltEAQgQ REQUREO = „s '-'FtEONRFA `'sc II - `ZiOl!,RED '1 +! -'-EfOUiRc'O " g - T 4-k TAPCON 4`#.YAPCON - �t,/4'k TMCON ij 4k TAPO{XP .11 S -.> `:. I ,) S,I a ANCHOR O 9' O.C. ) `i I I 1 ANCHOR O 9` O.C. E I Ii MICHOR a 9` O.C. T IY .�., iNNCNOR a 9^ O£: 1 I / I t i r 1 I, I 1 I :I h) r Nil # i T ! Jz' I1{# r1 1P2' /4^ /2 T 2. . ;; t 4' a #' MAX 7 I I4A}w� . _-.. IA451 p t I ------ j7 i _ -.' � I [ , - ;.l . Mfn- 4f ..... 1 r , M,r,, :. 7ltV , a _ Mr,. :, ,.,.9, T ATin; 'I ' , I;i )' i • p I A 6 � L, U. L I rs I._a F 1 7 # It i 1" 9 1 I ... I , t/+`a-ten 3 �A 1.__ 4 Bats'w it ,I: 1. t.-, . 1. :.. II 1., , f @ `Y' 1111 AT EA ffl.. N ,. j_ A � :. _ } AT #h� : EX7.71o, ,y r" 'i3. GUILTS M q} ;. E1#ISTT- G #E ,' i' '3S. #pi'S df T : I .• '1_ At I'P. V+E,S N,. . - ..__. _ ...J, ..� E2:T511 :F I .: f , .,- At E& aAF� _ lI �-' GW EX_.„_ �.-- .�„ _ { LSSTT3C„a rt sr YA r BAE F,7f FWA.1 Y P / .... ,q - o 7-- Y ; OLii f. .,e_,.,_ ...I1f , i LmIt a T-47 i- S 1I.. I,, ,,, , , ,,,,,,4 I i q i "!,' i4Aj{. !i I I. A. i _ 'L` MA.4, '. 9.._.. _. 1 _a .. PANEL LENFif# 9 .._-, C. .. .-,_�___ e- .. li-,.-_„4 i1 ,._.-., -__.-._.___-_- "' ;~.,..._..... ,�, _...v..:._-_ @ . ,.. ._-.._ _ _--,-_.... � PANEL LENGTH ii f 1 "L. McA. .: S z. -ELEVATION if # L 1Vrrs.. R '�'.-"., t 3 SEE ELEVATION a r i rATI H R PANEL LEND I 4"� TN N SHEE7t2 ' O ' flFI SiiEET 12L '.___...�,;;v___YA-a L !(SEE ELEVATION 1# _.- _. ,. I ) �:�-. ,.. :� ...__trb - I—- �=�.---.� (SEE E+LVADpF+ R -------�,._Y.._.._„s , f ., _. k '__:- `aN SHE£ 12) _..T... _ ,� B ..I ._ '--t Cori SH?'E€ #2) g 1 1 , -- .. _ I ._ I I _. - u- ARATLLAN '-T= EP i fL R�~ t i! P T' bEn. r M B. B t ARA71a•a i 1 ` a.J . If i'O GLASS. ; "" I✓2 t lI Tb G.A55, __.. i 1..1.J R , i ? A t GLASS- �)�t I 1 ; , .-. 6' :- i'i-..._,_,..,..E f ESf Sf2$TO GtJ55N _ }_ f-i`-') B` v .., a 12 Y(r - f - .,. =-e. �, ..., ,..� ti3 11, 7 t ! I < -- �.. £ r'%. * , EFQ - - E; 1 oL: . ED, - -_ : I C. _ i 1 r 1�1I 7 i $ r IL � r r0 `(4 E9.- '+ k EQ _) ,-°C /T. .. tl a"n-tea {" ,,.-.€._>, .,.-_-_t (d`j i � 3 '� ? I ,! ,_.''..:.X I I (f,"",.ti RATE IIPD = 1 ., i,I nc 9 '' I ')'"4 irola).W.3 til �.:.r t r�..Oue.6 :{ € ii ,a ,2 i/ae t, .:,I i, :;4` 11 <i4 i 4-0 TAPCiNI i ,'. 1 R TAPCaN T 4^ TAPCON' I " . 2'- ,.. ,. P - R G.G. ii .. -( ARCH O R O:C. - :. ANCH R a 9 fa,0, T , ,. , .. ANCHOR 0 9 � C a 5 .. q. PLATE . , „. ;. ,I s , .'I jR..,. AG : E0 W 0 AG 1I:33 W STUD P£O. T .. 5T GFJi _f Siu ,.. GE e i ... I 4 I / I ;. ; # ANC. 4 D . HDR 9 .c. a ., z } ;"`rid` WOOD ° 2 ' - p4" WOOD ', �') . '" i �i: i. }L ` _Ww , .�.,...._�: ia:a _PtA'fE ..,,_ _..:,..;r .-. �,m LATE _.i ,.�.>. .:... .. .._'.. J... )I - REOLIREO a`"'"-"' REDUNED , -, .,__. ^, a„.^..><._ It y... gffiff 1f ALMIA'M R-1 EiW ILIMS TIVE R-2AW A TERNNIVE R-2BW 9 LIFEAFEiY' PANEL O REGllLAR PANELS Q i1 fF a€Fir PANEL WALL __NOUNTINGS 'OoMiN WALG,,,,•AfOUNT` W SCALE 3d8-1- t� A T1/�; � SCALE 3/s-1' �34'-' �GENs 9 's FLORIDA BUILDING CODE (Non Nigh Velocity Nprricone Zone) N2iZ�a 4 .' P2i+3a INC,F,P. % Tom+ 4418 24 GAGE GALVANIZED STEEL STORM N 7 A RM PANEL D. owiwYl e„ }INSTALLATION_ V FOR A,5 b G SIGN FIR£ ONLY ALTO 6 #, PRESSURE RATINGS (P.s i) AND .PANEL LEtvC'F)•LS AS - t.,.-.-�:,r--Y-,.a ! a1J+7/ZsnB PER ELEVATION ON SHEET 12 i o% STATEi19 _., 1La ECQ mr. GLOBAL PROTECTION PRODUCTS, LLC are: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ':. 9•'. � - " ;TTD-1 EaHxa a SEWS .mouP4Nr +aBa aw. si 4TA€ET -----' O r t Lrj F(ORSii „ µ. . 'r..Ar'2.t> rw..,+w.sL. xa wRkNl. s}Iw AaW_ IL=T+ _. T N W SPECIFIC ,L`.. .. +. MEMBERS .... 8E : S -. a 2 C FIC SOUTHERN PINE N E # 20 i 75 / :.. ,- ew. � st P# 5S4 75 954 &-".. f , wn,ix i 4>. L3,4 ,. N T t 6 )B69•- 4S, PANE t k8 ff 9i i DENSITY OF 0.55 OR E #JAB.. : `,'� � -»:� aw,>ww�.. . Ii- L� a4 r Asw.nw #xl N* w. PBe.Aw. wu TiPArrlRc NP. !!){liF1'�N'OI TURFfDATE yT wk.T !!. iAU?1J ,RE. a 4P at=ra. o . I - dFM'LT ti9. W ip 1;K., 2114'!"I:1•,lO• Ll71tk17166•kt%R4 .Si_R:,., •iAA,1-1:if!Ja:L• ci*�,r.Tu:,U.J,Lmw" 11 •< s .. (VALID ONLY k' PANELSECTIONS MAY, A.S.D. DESIGN PRESSURE ESS RATING f. aELI (R ) MAXIMUM ANCHORS SPACING FOR MIN EA. PER SCHEDULE SEI,O#Y - - Pt_C,ABIE. - - >� a AN" MAI{#MLIM PANEL LENGTH 'L^ n (,) MAX. A5.0. DESIGN PRESSURE RATING .4 r. (P ) MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW ; � ��lE MAXIMUM PANEL LENGTH 1' n. ) T CON AP - SOLID SET PAVLT.AtATE FEMALE ID PANE'LMATE P LL75 -NAI 7AANC LW CAL K-JN SAP(X! N-W SCiiik-.SEt PAFSELA4l7E FEMALE fD PANELMATE PLUS CALK }. s ANY OI:#TKt+ Of lH ,o m Ca110!!lE m m Ca1CAETE m {{$ mh.TO GG4147ETE WIINkfi m MN]dII CTiMBF 4AtI;N OF TifE4 i i m o 7o LVN411nC a CNN:NETE( .-HAit.t m, tT' 73^ T ' 1 3 3 1 3 f3' t3 t2' 13' TQ` TAP 1 S ) T 5 ff--A- 1. " T i /2' TS O 13' L F3' 3' 3` 6 i ' i2 9' 13" t]' 6 I zt ! 8` F2:- 3 /2' 7 t 2 i I3' A R 1 ^ r fr' t tom) t BEYTY'OM (BOTTOM) i " 3 11• 13" 3 1e' T3' T3" 3 I BGTTGAt ( ) i 13`i3` _3 t3' 13' t)' _ t3`_ TP` 2 t3itP} GSS - ;5' 7 r:!�___ M 13 ' tE. t_ T 3 3 I3 3" 1 9 1 /2 $ i /2 i3' b' 3 9 2` bJ5 9 2 /f2 t"_ f2..13 i t : - # T ' / 2 6, 22_ 43 / (TOP}I 2t3`1T'13'T3"T3" (BDT10ly ) S'_6 1LR5 i3` 8 a - t 3 t 11" , 5 t Y 1 'i 3 1 - I2 . d a ""`T� to T T3' 1 2 T lz a " , . • 3 t,;. 1 ^ 3 k t' T " & a + i�" I 8. . , A. 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[Top) m_ .__ $ T r+".`� T d f 8 T 4"� / e 1:+' 8 7 4' B 4 4" B r"4' 8 1 4` f /) a ta0n."' 13 " '7 12' J 13 is* .. le ' 3 j SD. t ' 3 1 _ A ,1" E" T3` o t/2' 1 OP) � TO 8-O•_�7"_..-D'8`3 - - 13' S` 13TO ' -.. to 1/2' i�'... a i 11, s t 2 7 1/2' 5 Ve is, # t/7, I (TQP) - ?5'-8" TG 7-S'a I3' 7 1(2' 1 `,3,J2 T" SD T 4a - : 1 1 O 2 } t 1 ^' 1 /. I H� � 13` 7' 1 T IIPITOet ) - a 3 2" 13 / T3" 75 _ t3` V I3" 9' i ' 0 7 2` / # 13 $' (UOTTa, 13° i3' ? )J2' 7 t 2" ;3" 13 " I TJ' i ,3 s3' i La' 1a TO i/2` 43" ±3` I i4' .tA if2 it" 1i 1/Y 8' 9` - 13' t3" B 1/2" T (TPP} 2.0OM7 33'� 5' TTS 7 13' 70 tf2` i i3 , 13" 13' T3' 6 1/2' 9 1/2' 1I" i3" 6 1/2` 9 i/2'TA 7 #/2' , '. -/e S 1/2`. 7 T/2^ 13' i+ ''-/2 T3' la f2 2 (TOP) 2 t134TT0M) I3' 7.1/2' 13" #3' t3" tO if2 T,".' I14 f/2"Ti Tj2` Y 3(s'CI'),-e" T3" i 7' _ $ - 6i/2 d3`... T3" 2 1/2`T? T/2' S/2"3 61/z` 13 13 T3' 6 Ili' as #,1 9 1/2' a I/4`. 1/2' # 9 13' 2 f/2" a"4' e 13 & ,j2't0 a L/+' - 11 if2" +l 1[15 5if2 7 Tj2'. ..,6 #3' fr` 6 1,14"(6 i/A' %2'<F. ij:.' r 3. (SOPj 3 (BOTTOM) #(Ttj +;eaTTOMY 5 [TOP) 7 1/2" 3 1/3' -T 7 ,J2`13q)_1 1? 1d B' s- 8'°? 6 1`4' S 1f4` 1/2} 4' $ _ 1/2 12 1/2' a` Gam'- 13'/A 6 1 +' 4 1J2" 1/2''Li1/2'7` 5 6, 33' a T/4` Ai_.�_Vl'i/ 3 {BO{'(DtA} + (T�) +(SaTo) $ (T i13"R T3" 1 , J 3/ 13`5b •. TOT 2 3 " T T O 2 / 5 #1i 1 2?' SOTib M t ' 7' 3 13' .. ' 3' t 3 9 1 2' / T 3" 9 2' I / is 1 2" J 7 Y a` /3 T3' %'7 43" 7 , 2` r- a _.. S t,/4..6 , 3 x A ! I A T a 3 / $ #. 4 B TJ+ D :_„ ib 1:.'1, / z i 25 /t _ ' 7" i8. /+ PP LT ) a ;I?OT1 ) S^ __ _. _ t " 3 a it/ ! 1j4 3 $ TJ4. B 12` / a I/4, T 3 6 4 2" J _ p# ^ /2 - 5 1 ' f2 _ 1+ i .2' 3 ! a 1 4 $ T/4 1219—C-1) SSE SNEfT it FOR M01M TYPE A SPACING FoR ow-tw1loN8 INTO WOOD FRAME Buebbla5. MkMMUN ANCHOR SPACINGS AMMNMUM EOS`.E` DISTANCE ARE 118,ItAitiD Art TF#i9 SCHEDULE MR.E.O. LEST THAN INOM.ATEO ON SO"OXA.E REDUCE AAKSKW $PAC4+G MY 414I1PLYtNG SPA¢A' NG SHOWN ON SCHEDULE BY THE FOLLOWING, FAMM €aR " C,PERAik3N TO BE POSSIOU, REi xW WA04 T',FE OBTTIM USINGC41to FACTOR RFMLL NOT T1£ IF.SS iIalFl MfNIlA1M SPACING INDICATED FOR EAPVt ANONOR _ ON IRIS' SC1ifAiLE if4. j 1/4'• 1/4'. 1/4`. I/4 ----+M1181 IJe._ ANCHOR TTTPE TAPOON E." �- P.Rbairre .'I; M CNiI-W WNNUM ANCHOR SPACING (k,.) 3 3 3 3 3 T/r 2 %/ Ial N9HIM9AI8 VWA Lp`) 3 S i/r a•. 3 3'Ir 6,SMHC,(PA.) iTpfR1E tKP } 3 iA' 3 ,/2' 4 1/2 3 ,/Y' ACRAL kDW 86TMM (ED.)FACTOR rB.6 - - - - 2 ae4 a_ .- �' __ aF a7A __ m - o-ii SPACINGS ONLY VAUD WHEN $PACER IS USED, SEE TA'2BLE.#1 FOR MO, A-%D, DESIGN LOADS & MAX. PANEL L£T+i1_ WHEN SPACER 0 IS USED. 1/4"e TAPCOJ! _ ANCHOR a B O.C. , I' MIA, "EPARAT9 TO GLAS wG f) T;; .,• E Dw,✓ e r; I 3/4 r,, I -_. I/4`a TAPCON __-ANCHOR a 9' O.C. I EXISTING POURED CONOFIETEOR CONCRETE BLOCK REOUIRED, SECTION R-1A O REGULAR PANED O L F �NEL WALL MOUN'plm 5G1.E 3/R_t• b.S.0, DESIGN LOAD MAXIMUM PANEL LENGTH 4D PSF OR LESS. "6'-8" > 40 PSF TO 50 PSF V-2" > 50 PSF TO 60 PSF' 5'-10" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. - - INSTAI.LATION DETAILS FOR LIFE SAFET`( PANEL v INTO P UR Q CONCRETE OR CONCRETE BLOCKSTRUCTURES 1/4^a TAPCDN ,__,,., .,,, iSTING POURED 1/4"0 TAPt ANCHOR a 9" O.C. CONCRETE OR ANCHOR a XA � r.151 I CONCRETE BLOOD REDUiRF,D, irV1 ' 0 Y,_.Yw" Sty SHEETS l5 & to FOR ANCHORS T"E ,V SPACING FOR W$TALLATILINS INTO ANC" 11111E 1 j7` TM' ++ .-"1 WOOD"AA FK+NE OlRLORit35• MSE D: ANCHOR SPACINGS AND AaNRIUM ON EDGE 'DSTAM ARE INDICATEDTHAN - W,et�; mwm *P9.143' o') 3 r y4, CaoMr1A-nJ 3 ITNGNDICATED 5C#tEOU[E FOR E0, LESS T1%lN iFNtlCATTA ON SC-HEDUL R#D@4 ANCHOR SFAC+Nc; rpsYAWuiEB.l I"""""`"".�« 0-0. HMM1 (`*r,1 3. a,' MIULTu'LIt SPiw'tR MAIN C4 SCHEDULE W TFtE EOLLOYANG FACTO#ra. Ant THIS OPERATION TO BE POSSIBLE. ,1MWL 09 D16FN1'E 9J* III" j 5 /3 O.3`� NEDUS'ED: SPACING DISTANCE) USING FACTOR $°AIL NOT ALE LESS THAN ,- 2 6/2 _ - ii �I -- Mwuw1M iPACW FADICanro FOR SUCH NNG4#OR TYPE PN TRIG SCHEOIAi y _-. -. _ __. - ---------------I- c_ I } /Y BLOCK f i ,.. c�.. r.'.! .r/ 03 1 , ,f., ... f # .1 R 1 i � i� 1 "° L I- AST+.. I $`-'( '..: H g it € ExISnN ➢ I 5 # $ i g.,* WN E%ISPi�iCj,ti� To MASS- A- J _. T# I -2W, ' - T-= Torus r Mai T _4 %Tl.> GLASS _ £.... ` i ._.. . bA _ LHC FLR PA41 T L > - - -u a ff.. - _,.... :.. T'-. "-F IL { U e It t>HG,H FSl'R 7 1I I 1 11 I ...... s, ,A_.._ ". N u I I D It 'L" Mr1Y. A MAx. I __ k _ PANEL (.ENGYFi - - PANEL LNCTn1 SEE ELEVATION ftiV 1 I SEE EIF/AlI N ( C a _ - fl Mlr ' ON SHEET T2 ) i 1 I ON 1 __ -_. . _. SHEET 23 ii'- SEPARATION F I li t I 13 I gg !1 TO GLASS. f l It- U y 1 [ It -y 1` jLF' {X : L t 2 ( F' ✓t T r" :F r" d M w �. r, A r f:i E .a ;r` e #,. F. h2,�, E,; L , r�^, ) r i F 'r I .� 1 i _ Ea r FO t ,- ` HERM.S, Ea I .w' __' _ HE)s M,S. F.., rY )/a"APCONtf#'k Apyd R 0 S' D.C. TA°C13N IANCkaR a V O.C. E31511N6 T+OUREO CONCRETE OR EtasmG POURED CONCRETE OR �aNCRE7g 9LOCY Otou RED- SECTION R-2A 1}0IFGULAR FANEiS O L FE ---OONCA-M BLOCK RCCAI M. SANEt .,..__________ _ _, _ INSTALLATION DETAILS O P N F__ INTO WOOD SiRUC7QtES r _. _ , 6 ;1' '1,. ): _ "-:.�: WOOD HEH ER 0 FADER I EQU1REa I.-AEQwRSO I I L t ", J4`e IAPCON 1 ¢"k TAPWN 1`', _ -% - ANCHOR O 9' 0 C_ CHOR a 9` O C ,ii r. i t I / ill I _0 I I `4 2 v, I .,Y s # '1{2" 11/4 �':t I { t, f T/7' .1/4.. - __ < } _.I I i 1 t,` ; I r A '' ?° y T a r M(B. lnIt i P T I 1 I. { B 1 R .. 9 @ I 1-.t/l'A-2ini' 0 (((( EXIS1T j i !A4•k.,rvl* L- S.G. aIAas w [ GLA55 11 IV T5 W.t E Yg 1.,__. ggj II a-. ..__.. ... , 0 . j V4)4'IN iMR 7-KI GLASS IQ l 4 "1." MAX. M " 1 ....,..---_._I PANEL LENM �. _. 6° PANEL LENGTH I y : j --- __-._�.:.:.......... _ ._:_ 4 I I SEE n ( EIEEVATION ( N SHEET 2) Q EET i I } I t2j - _ ra -.�:?-_ _.-T:._.� ON SHEET 12) fi � _ ___T.-_ ___ ; HET n ^' It P... ,..___ . _.L_---I ,01, -0 11 It TO GLASS, i N-•-SEPARA'11aN:.__' I I N a GI155. 1 i I t V2 I� -� 6` I ...L l'- i.__ ' If }�_- I� - l�.__aRTJIOG F £ 1 ail ijf OLl F ' EQ 3 EO t .,, ... l�a 3 Ea.:^� 1j .:• I ___ _ tt. ._____.: __,_ _.L._ 1_...__._ ! EQ '' "I >,a y t ( . i i, 7 1. 2`z4 WtlOA 2 p¢" WOOD- 1- <;� h PLATE %{ PLATE � I i REQUIRED q 3 - REgI/IREU I E N I It I A' PANE4MATE PINS z.. -- N PANE!12 4 P#,I,IS; I I „ANCHOR Cr t2 7/2' D,C.. 1 ?'.. } _ . `ANCHOR O T2 k/2' O.C., - ";� p. 1 f w fµ,.I � 4 Iu _ _ _ � m ,_ _,-_ IN iiiLI f,10UNTiNGS "%>rA .T�Ct/jra aT;' Y,YGENSF I = - 0.44187 FLORIDA BUILDING CODE.(Non Nigh Velocity Hurricone Zone) IT T '. i •k :• •k .2m TUE., PIC. fJ, - 4 GAGE GALVANIZED STEEL STORM PANEL 2E F wN SPA B �. rATE 0 F LL -. P ST T. 1.AlST'/wiATiON ARE ONLY VALID FOR MAX, A.S„I. �.-,. AL<�: DESIGN PRESSURE RATINGS (p..J) AND PANEL y'C7 •. �(()Rt"f`E``" '''"""'^`""_"�' .:t'�7fla2° iL.. ' CO PROTECTION PRODUCTS. U.C.LC :LENGTHS. AS PER ELEVATION ON SHEET 12. '�,'` .....: 1Ni:, .GLOBAL mm. +A%i $'/ 14' : cETRNa aoMPANv 4#Xo a.w. 5T srra{s R NEW WOO : FRAME CONSTRUCT'IO : WOOD t1I.L1F TF.st'N1a:.Fi NOYai. 2, FOR D FR L N p QNAi- 4 A/' •'I,�'"'b t waL Ap§, ,uKiWN, #Wprtx, TL 3r,w Com m 333#+ ArTNFNHLr111. PRa.6 (sTs+P46n-75i5, PAC Ens+PNR-aip 20'-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC i oR,.e t�"Ax'a=P�k . r► I L,ix2 aTt-sH .....". :e.:. ,MAT kaBP6WNw� ®: rx..A.. i•nr�WP. wW we. w.:. W.w"._"" .� DRA NG Na ..DENSITY LTF 0.55 OR E4UN... PE:. SCAIJOatlAnalps.'/OxTE owoA T11uT d,.. P:z ,T'•:+A _6^^ ,0 ^W W N Cu W ^, �w U Q . CM Cu � � �U O O -L Fn = L O a)O LU O t1 ,V O ` '^ VJ L L CB�� /� Y� U) Q U f:V Go 0- Qa a z z w J z .,_ a.•. Cy a 11 11 _o 010, CC r C'4 -0Q_ EJ- C C_ CO ® JC N11 2 a3 Q t © - 4 3: 3 cc d ra = C d Ev V} 1Z G Cd E;i CJ m.. W CD _g_— -*--a p__j v =) CIO U) 0- CDL (1) U C =3 -0 Cu 0 QL - 0 ■ L. 'a^ V / CIO L. W Lu a Z Z Q J a - SHEET NO. SH 1.4. EZI/Ie, EZI W/48 ANCHORS �- -,.....-'(SEE SECTION EZI & ALTERNATIVE EZIW ON S•i-ETEE a M P�(SEE NOTE 2) '--.)W-,t '' 4/NO Z) 4 sLUVINUk p RI ��_ -Pi}F Fd`r� 'N J57 aANEIO 74 5F INSTALLED AT EACH OPENING S''Isi.L AIwAT`< 73E 1 2• .O,AC N F I I � i , i„ ( I ` i j 10,BE fF.Ao- tWJLJtE TxS F..biLtTAT'c 4 STALUlT7C3N 4N'ENDs u'I•4 F}E1NE'i'ALrEb kTi:.i"1tUil'c ik" STRUCTJR£. -t-----p'- '7,11l'i I-+. r I i-.L,.1{t•tF.a NOTES. ,� _ z.... ,. ,.. _.,r.,....." .. .7.-_ _.:.... _ _. _.. _.._ _..k ..JAI ^ 0; , `T HANG 5T4RRi PANEL 5'r'STfkp .1. (i 1, y],E,F1• ISTIfN OF c PANEL L OND PANEL) I i � � tPdFERIOR. PANEL) (NTEAOOR RARrL) t ! (CxdTERIl i? PANEL) I � ( PANEL) 1 NA% iiYNSESTIfiG Ear Y.Ai EL -t' Ctin4,.-`i�CKS TOP b 90'tTti>A. SEE NOTES i. ,. A ; i ? gg t ! +6 I # d T r sEE MOIFs 2; 3, ,4 (A"), END PANELS SHALL ALWbS NSE- CONNEC.rEO TO BOTTOM IRAC(F i 9 6 e• �r�. Ma%- fl ETi4A'L's. A STOP ttAat lax SPUN,.,_ BE HC 0EI't At TOP OF St.+vH. W, r.. r. MANFLS, - F.aCY:. L3' tG Fa " Q.n pA.I, i(E'!'•-• 1. f r Kr i 3 ..�, E h , i r. ;. _< r i �.. t. 3 . IF END AtutFts ARE CON{7EC'iE9 ,O BOTTOM ?FiA4III, CID NEC IOTA """T l � s 1 t 9 7 1 ' s - 1x" o•r 4 tp _ _�:. SP A3.1-. CvN5,5 ITe < 5 4 . M.S.SW S W 3 3Z N� OILMD PANELS W r tg-SOpI` ± N A t #'D' A» k : h F S EW N TPfi TO ! ! UT f? f x3J.. ! ERS Oft i TO d EL! ROT M s.'s. SE Ts NS A a A Aax EXTERIOR FLAT P OF FASTENERS EN PAY BE AT EITHER OF i1YD (SEE SEC''15N3 AS Aar:JCs�Lx`. E}Cz.R!OrT FLAT r-iirT4t'E.. Cdf END PANEL. d i i 5cX ___„ .o.. ,$ _ __..1 _,_.�._i .F.i `' (4). IN CASs' SrrAt EE:t� P5?#F,iS ARE NOT CONNECTED TG 3flTrOkt N STOP 4 I N A• TOP) A I TRACK (l e A 3 0 BAR ONLY BOOT O j T LEAS" SPECS PANELS 4atA� sc cfl�u[�� tC sarr�e TRACK uslNc sPEcs 114 CONNECTION OF JNOiCATL ON NQTE (Z) A VE- SUCH, CASE, PANELS TO 80`70++ TRACK 6Wf OCCUR AT ANY PANEL LOCATION- SEB ND7E a_. ..4- Men 7 jy T, <EE t= bNn t WSIALLATIONS ONLY VAUD FOP WtYO: -12FIs 3 _7•W/ NOTE , ANCHORS 1 SPEc"D UP TO,a70 rn.p_h. r EZI dr. ALTrpIwo'F21W e SMFEF E�1jiH, ft EZ1 w/ 18 IlMg-ELEVATION FOR SERIES 20QQ E-Z HANG STORMPANEL t1SYSTEM ^ SCALE. 26s'{wu Y A ;fx urm. GAP rr: MAx c.R • ON A -A gL' s .HC" SCALE; 3J32"=1" TfPJrrr r v `t�:•' Fpy1'+ FLORIDA BUILDING Gi3i?E (Non High Velocity NO cane.. Zane): a - sI,40 mrEm. N4:. 'J. Ili ? 74 CAM GALVANIZED STEEL STORM PANEL ; c '•, STATE C)r E.w Q Cps GLOBAL PROTECTION PRODUCTS, LLG. nrrnaaxA�a 51 13S.MV '}°] •, 4q $ TUL #Y'LSfltIG k N41wEGrbMO. C4NE�A.Mv p:Yt1f !3 �Ci}R1S3 , w a A n{N 20-17 G snm. tmA art-,.,w1 ax._,m• 1»YtrFE fa-%aitR1' -7s s, r.rr, [ssa;.Pm-axpx x r-04ua?te ,F.'.�n+ xe roEm+Nx A'0 '++a �+y sr.... .vl .... .•w. "A wEdP++t..,P"artkLlfi� 1Y,y.TUi fi, 'raJAr Jr„.Mi Fr vxaD'arnrurT T¢a�a m sRr:$'i 1'<, or Y¢ - NG1NEERI€"3G EN131NEERIN113 EXPRESS PRODUCT EYAL•UATICIN REPORT September 20 pt 15 � Application m"r t" _R2 Number rays,. EX Project Number, 24 316h3 Product Manufacturer AlFAmarlcan Shutters and Glass ManufacturerAddrass'. II`. Q Rana Road - West Palm Beach.. FL 33409 Product Name Desatiptrom 24ga Galvanized Steel Storm Pallets Large Missile impact Resistant Scope of Evaluation: This Product Evaluation Report Is being issued in accordance With the requirements of the Florida Department Df Business and Professional Regulation (Florida Building Conv lisslont Rule Chapter 61 G20-3,005. F,A;C., for statewide acceptance per Method 1(d), The product noted above has been tested andler evaluated as summarized herein to show compliance with the Florida Building Carle Seventh d n 0 "s r se intended at least equivalent that..required the Code, Edition {202 ) and f , � fire purpose , q � .by Re-evaluation of this product shall be regoltad fallowing penrnont Florida Building Cade naki6 Wflens of revisions. Substantiating Data + P CT N OC ENTS V A D UM EX draRODU @AUwing #20-31543 #tl 24ga Galvanized Steel Storm Panels (HVHZ 3 Non-t4VHZ)', sheets 1-5, prepared by Engineering Express, signed &.sealed by Frank Bennardo. PIE. is an -integral part of this Evaluation Report. . TEST REPORTS Uniform stoic structural performance as been tested in accordance with TAB 2 test standards pat test Un rm n situ tfo h n 02 PB e d-s #BT-ASG-17-00t BiackwaterTestin Inc. r , {) by 9 Large mimic impact resistance and Cyclic loading Brfonrence has been tested %sid inaccordance with TAB 2011 and TAS 203 test standards per tst reports) T-ASG-17-001 by BlackWatet Testing, Inc, . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations, have been prepared which evaluate The productbased on comparative and/or rational ematysm to quality the following design crderiw 1. Masimum ARowabte Spans 2. Mintmum Allowable Sparts 3. M(nlmumGleSSSeParafilm #. Anaher Spaoing 16D SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEER ING EXPRESs.COJA ENGINEERINGEXPRess.EOM ENGINEERING 1 Page 2 oF2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33 increase Inallowable stress sbeen used In tita design of this product Separation from giazing is not required Per installations outside of wind zone 4 and essonflaI fad l0.ida: impact !desistance. Largalmpact Resistance has been demonstrated as evidenced in previously listed test report(s), and is Accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document Ile, engineering drawing), Installation This product shall be installed in strict Compliance with its respective Product Evaluation Document (i•e, engineering drawing): along with all components noted therein, Product components shall be of the material specified In that products respective Product Evaluation Document (La_ engineering drawing). Limitations & Conditions of Use. Use of this product shall be In strict accordance with the respective Product Evaluation: Document. (i:e. engineering rawi. asnoted herein, drawing) All supporting hoststructures shall be designed to resist all superimposed Wads and shall be of a material o z products respective s, H s conditions are t accounted for listed Lr ants pr uc peahv anchor schedule, Host tructUre Orin. n which. r not aril in this praduct's respective anchor schedule shall be designed for on a site-spernflc basis by a registered prtess+gnal engineer_ All confponemr, which are permanently installed shall be protected against corrosion, contamination, and other such damage at all gmes. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Kos till Litt. Y. P £Yk , ' y OtiA`• Frank Bennardo, PE ENCTiNEERING EXPRESSR- - 011100469491Cer1 Atuh.+l3$3 160 SIN 1.211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 334,12 (954) 354-0660 1 (866) 396-0999 TEAM EN GFNEERl NGf%P RES S•CONI ENGINEERINGEXPR€SS,LOM ,Yxn IIeL rwnKF - .P- 7m1 ao,eA r�n'- -I•C"T.,`V•I "1: i' 4M12 _ 1 I C A. P L,rz :LL '"�'" ': I?-NrH' I rvmr v,-ccRr7� , m nur 3u,., 4 EI'wE� F- F S t fit\YxhF ,� - ;.. .. �r rr•. a "_lu z irn^ e ,uaJ,y- ' Y _Cf}Yir,lU O. rrTrC 1 T 1J.1 of M # k N 1 _ <LL� J, P T- It;.i ;. - r .it uu{t n +fP F_c_ �. - W s '. w u sri•t. � r> g 0- zer - - a A I r. c;•.F In %.A 9 S � Z z �•W. I re - � a n LR m F w. L% W Mi pp c :F�hMIF tp r' a oT, 10 - i . Ill ru-+ 5 4` r L� L 't r, R Y• r rv-rz ,s va. 1 ; U Hrb 1'kC ova J:::,cr_ L..® •. ..., gL]_RtJAT_6WLDDUI':._ r -. . FIDUPJTIIk.:EYSft15IbN3' ':1 - ..I:: LJ+, ., e _ i -... _.. ,. - 4UCRliYlt Md .M iY!'F E 4.Y-ham - ,,. t En i~. I � I� - +LL E. ) < UtlR OUNr D SCCn N f-j14 1 +uLLIY r F Mlll lrL II HyxiNl rs.-(nur t {� 11. I. .u':VL.. _ru.%sT 5 i N i'-g- O.v7ad r .. t o t J lvr f ti C YlAtl DUNTS.CrrOK +; M +r-ry r Ili o .J A � r.. r ui y rtt s Ff v Ind •-- - Is l Yl•! p N N 6T %fir tPR.Rt �tPr. u :.ntr t V � I - VIYM VVARY. W x p .11 All la 1 Y A Si ZIE• E _3: T C4•rr CHI., IrRs Y^ l I�JJ :! P,...Vti• t. la"J.A- "•" r.11 Lillk-'- '>F;T?_ l ,! 1 xF _ C Y a a Ili s , it > a" i V ht 6 r S u NYC 4. r£R -t cut r - QQ 7 4 rY � 1 S �:, � >e ::�ictJlE vn, w F- u 'v . i3 $• : �JS G1 Lr r�• r :r7 E R FYNWRF 1eandEE nII - Hn -iA+r �. r L tw.aln •f:'� - -- _ 20-31543 ar''ar^ I I _v:�• T rFL - N , }� " Y',.. •t "�.:'TIt pee OeeCelrnlRlN OMId tWLTnP W CLOSURE-DF AR TTDM 'I' 74 W L :- 'F^y C ': �5, is ,' ➢[;, VTYeF K n L •I , ,. . : CT nr A r. u N f uauNranmJsvuroN -_ .Rl&�litE H u+r+gpslR+Sa x Anu >"H,ndN INSTALLATION A F -Z HANG STORM PANEL '> INfi . POURED fi NGWOOD STRUIPJUM t 4 HIS Pro He ! " 1 4'6 TAPCON CONCRETE BLOCK t ANCHOR 0 12' O.C_ #^ REOUIREO, , i. � - 1 tf4'e tAPCON ��� "° _.,l ieNF` HEX HEAD 7EK WOOD HEADER 1 ';:i Y FF t�]iX1•HE]r HEAD TEri SCREW a .° FROM REOSNRFD-- SCREW a e FROM -a-} ANCHOR @ 72• §C. r'-j}'j jt1. EDfl: OF 1 I - EarOF }ry " i Y , # E IM L'•? p� ni URI,111 Y. zN• �!, V,+f ju. f 3/2 -61 t 8 LJ t a ^ -I j. Aa GWrl{43N:M ri 1" � T 1f2" ]Yl PNCrwq, "@' .y f 4f2" ! den. F"%dSTNrG II -SEPARATION Tfl GLASS: 3rY$'w E%ISIiNG..,; 16`e GLA55 -il i ' _ ALUMINUM Pop Ai,4! Gem B'ffl -.. r INUM POP "Sri ; s.s raDtrs w r }I - 7 NAJL _BSt.MAX -(_- 'k PANEL ifNv?a S3.•961aTsi"w PANEL LENGTH GTH '1-SfPA^AAYIOt:�'{. I L� .__S/UMQSC EW 5Ds TO OLA55. i 1,! 1 it 74 CLASS, I MUMBSCREW OF 'L' ij SOX i 1 _�.,-114.4-2Dx2 OF % R ! ( 'iHUMSSCREW C I Tw­ • 36 x a y.' Y.,- �_ �'L ] d: ( E +, a,{� _,],r'�C•t T7.PGrM1 2"R4• WOODANCHOR { f4"w YAPGDN -„ tS Nyi1r4G POUREDt A "hL'NDR 4 12" 4.L CONCRETE OR 7LATE G£OUIREtt .CONCRETE ELOCR WALL MOUtNTlN ��y(,L 1PlQUNTLHG SECTION EZI ALTERNAM E21W SCALE 3/8=1" SCALE 3/8-1- ���```�i� fiEf) FLORIDA BUILDING CODE (Non High VWQGtt Nurricone Fyne) NOTES:PANEL LENGTH FAtGdi e2 p+c. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGNtl�I i �w 24 CAGE GAtVANIIEt! STEEL STORK PPet#fi PRESSURE RATING +/- 40.0 es,r, AND d'-C' MAX g'E I) r IiE. 6 SNC PANE1 €N rrH. GLOBAL PROTECTION PRGnilIT Li C2- rFlli� `� t ' 51 g�- POP, NEW WOOD FRAME CONSTRUCTION: WOOD : 5 'iW�iT rrsnna r.dral . etwa rr DAM il, 33 ate+ ,....: + axe wa. xv,•. u-sa. cr,4axs a`<:w: _ ssMi ' MEMBERS TO B SOUTHERN NE N 2 W SPECIFIC .-,.,-''. rt-. :r - a s: aY• _ aw 2g t75 - E 50R Hz PINE o / {G `'� -{ ''aFl ,`� w.N. , .. r4ra , iNas xP, :'';., aNar+. C. i8ffi9 xsYs. r t'7ABa-.arse.. Id c.5 +,ufivv m,.:.Lwxaax. F s§x ++,.-.+ smnl.eFe s,ae AAF§AaG Nr OEN,.SiY 4 0.55 EQUAL, Jf1JfMtW.s41�a&fSAC•1dC✓±'3R1E Flo A., R:E :I -' m VP•x:M � mry '> r Sit^. tit i NI£Lt 1B pa rN f ALL AMERICAN SHUTTERS AND GLASS PANELS 2 S a GALVANIZED STEEL STORM ANE - HVHZ & NQN HVHZ. 1. BOTTOM OUNT ICONN TYP ASREQ'D) --OB-TRbC11DN (LCCA7fON M Y T----t- MAY VAR.) Bomill MOUNT rOONN-/ unax TYPE AS RE?w'O) (SPAN BELOW - OBSTRUCTION) PANELS MAYBE PIMCKED A9 R((LUIp{D PROVIDED THAT.CONNECTED AND 't7PTIONAL.�+-ZD SIITCH-' 'BOLTS WITH W,ASHERED ANCH qS;ARE tJSE1'a YVHI+ 15d.735F,Y IyING11 FASTENED taF'ANS P.BOV£&$E[DV1 i39STTttjC77gN, - OV.EIRIAPS M MIDaNTA61;1PART ( • gFPfi4iRRM7E»;p4LE) VERTICAL MOUNT ELEVATION NOTCHED PANELS. Nr7,5: '. _,-IV ELEvATTOT'I ALLOWABLE PANELS AN &GLA S SEPARATION SCHEDULE: 24 SAUGE!PANELS MNI UM STORMP. f_'PARA 71C1NFATitt OtRS" {HVHZ WIND ZONE 1 Ti I =r hiYlSldrt fX p€S GN 1 I = i N100'ABONSGF,SS ITHANilO'AIm RA ?kF5 R ALcWABLf R - { V 1 G' 71A `A D s s tr i*Ati 3e AaOUE .HARE t t 90 $RV'E RF,DE .SPAN c wet i PSi r S t r I -- - _ � k m 1310 M1 qd6 s`s d I _ 5 J3OLIh, 60 - lEl 5 I / 311,D/ e•.rR frV ....15 da _ {{ [ 1 a t t + -45 IStI.T. is t I 1 15a. G.O6 os , A,.6 n 1 3tr.GA 6:D6 r 1,16 in PA HEDULE NUT E � N 5C U 5 t. ENT A` Aid HEBALES WITH, NEGATI VE 7N7.0UY PANEL FASTENERSPACING O DETERMINE MAXIMUM ALLOWABLE STORM PANEL - SCHEDULE ACCEPTABLE D, ITIH ._•PAN 2t Ei?U EISFOR W POSITIVE LOADS LESS, THA N N OR EQUAL UAL TO NEGAYE DBSTGNOS 2.OAaFASTENERS' TUS USEDIN cD� NCTIDJ WITH ALi. MOUNTING EXTRUSION S ( r^`-TnAC1C, STUDDED ANGLE. E'R;, r, USE 6;25' OS,.PANEL FASTENER SPACING TABLE VALUES POP A1 tAii" ",FA4ER5 TNC6UDtNG BUILD.001 CONDITIONS), LINEAR INTERPOLATION BETWEEN rs 3 TAB._LOAR ACGEF7ASLE. OTHERWISE USE NEXT HIGHER LOAD. BIARAeFMN Rpp FF F PELVH4 H4 CA, gBBE t n ..MAXIMUM ALLOWABLE u id, DESIGN PRESSURES:= is o-i4 l As NOTED IN RESIGN DESIGN NOTES; seHEDULEs POSITIVE AND NEGATIVE DESIGN PRES5URESCALCULATED FOR.USE WITH THISSYSTeMSHALL BE DETERMINED,PER INpAE`E,RATEENGIN �I1VSIN AgCCORDANCE. WITH THE pp OV I G.DOD ESSU - UI -MEN S^ G RN N PR Rf Tt REM M AS. �CDr1DIL 4 TE ITHET GCODE'HALL BE,C AF1'. .: 609 DF iHEFiNA' WUA BUILDING CODE"SHALL B£ LESR THAN I t A OR VALiQTHEP VE DR Ni£GATIV'E DE5rGN PREURE CAPAOITY�UES I.iSTEb HEREIN FORANY , :,. ? Eva¢ NN. MB. Cri. ASSEMBLY AS SH BEEN USED IN THE _ nEc ALL BE•RESPOVERILC 118 DESIGN WHICH Q -' Is SrtTA�Eo [O rtr p ASULATIONSAS F- IJSsInJOi FTFPEprw{TbFlRo M11 I t1gg3.nLL'N ER OR U't rl bTEREd DRLSEIry 1- IM ,xiMUM TESTED: °SUNLESv NOTED. a� OTHER VIBE y' 6 T I a eClFxcxngns' H w Yard ASaOCf : DN Gi ATt __ ! NEERG ALJLFFIr4EDHERE 70V LfgATE .LAYt,ilE5OEEFDDFR fHIS SE 5STm5 LA RNSTRU 'RAL DESIGN N b LOSTa bAhIAGES iPRACTICE'. ODS Y5 INMC ta ESLLD5Nr5YSrEA ERECTION, -&CONSTINC.TIC at FRTHkT SYLOCAI, STATE, hFEDERAEDlig_6 Q @C'L'Ijjt H e. - f FROM � � � � � U 5 A THSS PLAN. e PTAs O RAPPIAN ITIONE AR HERP1rit NO ADdIT]ONAL. �- rLONS bR AFESRHATIbNS AfjF I NT ATIMARKI ROt1y. AODIT3OIJS. DR OTRER MAR KINGS TO THIS Doc MHT' CRYgIrtEDAeD InYA1:inATE THI5 IS SHEALL, BCE©.PN. ETRAM1 NAN. ENTLHYE- ABECED*TIC-AOMINN'I MUM OF (1)HBEL LLOtlING$;NPiRMATIbN: LAMICAl SRVTTER5Ar1DGlASS ,'II gge yy' r= F ' 57ALNg D'RL sIF TAS %P TAS�p 3 :.. : 3$IDA PRODUCT AP`AROVAL NUMBER' ✓ 20-31543 VIStr EGAL'G.formsm3- F.d4a' „elf P, cF Alai RIBM ERIFicF}(FAIBSCDRJsrOrsE •4R-A1,+TkJnnLttA.li3,NEPGb`T36RbR,LRCpR C,LI T MINIMUM ALLOWABLE SPAN SCHEDULE -. TOP MOUNT T s 1,1, {J T 1, cgsg Ip- 1 €e➢ddRul..U. Header 0" 0" 23" ze 22` Zl D' 24" 3 26" I-0" jE Z 2aB89I" awder M a " tf mT" '...�"` ?4" �" 2-- ^4' 0" 24" 23" 26" 7 _ 2N Sit � S rd L 23 S' 23 i. .I 3G' � P. .1 O &VIM W"F`Trpq[. 24" :. 4" 24"'+O". 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Vn iG C, Kg1TiGaJ SFhGVid V Tsie3F..RANANCa GLASS S SEPARATION NOTES3 1 ETrE7RN SCHEDULE- WITH P 5ITE DESIGN LOAD TO DETERMI NE MNIMtM ALLOWABLE SEPARATION FROM THE OPENING TO eEPii4iTECTE"u: - 2,. SCIiEDUI- I$ REQUIRED FOR USE WITH POSITIVE WADS ONLY • FRIImy "N - ON BETWEEN LOADS ACCEPTABLE, USE N FI ,- s TERFviLn1i d*EN L AD IS FY LE, EXr' . GHER' c hN rvPt A's 1 R n AD. kd i ! 3 FOR ]E'STALLATIOPJS OUTSIDE OF THE HVF'S AND q"rYSiDE OF r�-7,V71'IAL FACUSSIE ON ASr i WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION H NOT D N MINIMUM SEPARATION FROM III SC SCHEDULE O.. REQUIRED AN 0 i S tOh tact E a _ -..i5 REAL PiKt?cCirR r3raE7d?Ni3 15 REQUIRED. L OPTIONAL INTERIOR FASTENING DETAIL N,T'S. 3 CAST PRXFLr+ RAkL1U iAa nrnFalde .Ni PANR k 'q Ne'S5aIMiw� MA!.r11 Ng.'KCrrEW YY'NW. I M S SH k �. .?N tN51dF:WRCY. sll,r' REOT I - 1. p LL'dx n AS bE AER P' rt,v 9 .SURE tJtC Sig - IRf0.CWrfR1dMKX+(SAPE '. t - :L"i.YRErs Me+ttrw aria.. ma A:JMG Or `iIll_ Tic YAwF �rNl 4kt?SDR 2D-31543 Lwow F(:natFN. rivarru mT^iLLE ae Ferl-r. aA,yEi AGIaCF.krT s0 _ L � L y QPRONAL EGRESS PANEL DETAIL INTERIOR FASTENING 250" D.D94" _r•-,299f11 :225a". 7 t'3e,050 yv ztislutrz •,• -_ :2,2�4"' a 0,750 .w ' z;Te. zi� i•aauV a, 525"':.. _ � ry y D09 : : rr m 4 pp pU � .: D 9 ._ 4 N 2 D 1zs 1 F6 It :GA $ _ 'rrf TYP:: "m•y; TYP ..,� 1:' ^r• , A rTi i1o. ^' r.1 :•^D,3 boo 2° r! D62, �. ITT ,D9'} p a U N N D s. '--zODA I ... z,mGznxoP. a,Do i te 4.. ' .. �:.. dflCtE J PAH,.OtO6tiRE. eLE :. : H "ER aU1lA UT U ,_. ErAO 0 HEAI)'cR-: { II II x 3 ,, � 1 51 I.SSO^1-- --il 56O" .' : S:Sle" 0,365' ,71. D 375" 31 D.376" - 0 01 '.,, ai l , ,3 " lr II- -{ 5• z :-{I 3''�z ,.s 4�4, Lda7 i I tl Y79 -il§55 k3,14fm��iD.b55". 0.190' �1Ihft;b5_„ .. �z „ 12.500" PANEL DOVERAG -p �, - 1_ )°� r 4.875PANBLLENGTt'11-0, 545,' 0524'150". OOPII E6EOt, •25o"r.one^ Ro lls o,aDs TYP' TYP: 2:OOR.D.O90 0,700" p9D" 0 457" {/Qj ram, BUILe-oU'f Y TRACK T..'. AC e'� -'IR ��'ulj_ 1 wASIiE. ED -:01 lr rl KEY - A9iER -J raw: � 0376 ''''1tI �ra4S' v3 1 O i90 yl tr' I I �0555" 0 r "�----(7 IttBECTrOPr ' 'rU,TE F SS` . rr$��j yMII vt _. a lr ,rY'3LL' F' ANCLE -�ACK tEA1ENdED �.,� "p 3:3 „ F ' - 1 DOO' r.. _ - ' 9 •v15==v t v�luff. -.� S ..-OVERLAP.. _ - -, T U_,C . 1 4 MAX (.1 CDf FlEnfiLDS1LRE DETP]L :1/ 1Z5 MAX.. • 25•t4Ai:i MAX, .G Fr.•ia.. i.:^a` IV'r r I r H I't <,Yi W q: BU11D-DUT m r 1, tl r3 A CE I - =r r F L�uT. N ' I Mt UN. ( MINt Itr 11 iNt 1 g I wrr t 1:aDD° Q u F E S J N t i/ EMBED - - M E , M uv is m T�@p - MA,..: _r .v _.Sr - Yp00° I 1 te,�i x.r, "° c'i-R- rsx. -,v; a� i �. OVERLAP = I i: MAX: -- ,pl II IJ f+ (MINI I NL'+NNFIlr lull: I I N -S MA J.T s 0 I y - ° r L 3.' tit. LAINMAX. MIN i.0 -T.c66eEftaosara,eFPit •ENiaED CtASLIRE DErvVL �I @ S r. 'T.,ir �gzt S Q .l: ID�v�a iT 9 ' :40RMNIIPWKaMNANgRE: _al -W f--' _ `_s' - 1 - ,� t r, L: _. - . t. ANCHOR SPACINGSCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS@Y 2,5 04' - YI u119raSd4 f,M1A INNII „!:,✓ 0 N . o a W r] f. �71i i0M t Q41= E� L'EW f ' a ¢� q i m m r Q Y L, 9 i v z H N' ♦1. OM L �N uj LLC a6- J to J ''a W a !N d J g K. 9 .. S• ANCHOR NOTES: '1 ANCHOR SCHEDULE APPLIES :D 0.lL OCr11CT5 CERTIFIED HEREIN, BUT L' OL IDf3 ANCH 5CH LEA 7 PR TI H ONLY J PR .MA ALLO' ALLOWABLE ANCHOR MXI'MU-ALLOW.. ALLOWABLE SPANS AND SSURE52 INDICATED MAXIMUM AN .ORS MAXIMUM A N AN aE N I. A I SPANSCHEDULE SLLAPPLY.� N AS F1JTEt1 ANCHOR SCHEDULE ON FASTENER. SPACING, THE ST uGTURE C ,. H R 2 R THAN MATERIAL, 5 ANCHORTYPE SELECr'DESIGN LOAD GREATER THAN+00. EOt1ALTO NEGATIVE DEStGN LOAD O "511 R N T A S ELECT _ N E A D 1EC SA GHEA E TH q:OR' L OSH E Sp SELE_ UTF , SE P. N T R A ENDI T SHUTTER N. CO NE PfPE ED ©N APP P Tf DUNTtNG'ONDITCON (SEE MOUNTING 014 Ef1c7R1 BA Rd Ark... I_ N N 5 k -E M ' SHE a E IC t 'flF N E ' IO {pE , ET PoR iD NfTF AT DN CO N C"T N F 7 P 3 PANEL: TENERS" ARE DS US D 1 iY1 UNCTtd t Jt H ALL MOUNTING EAT U5[O PA STll E N W N AR N5. ' "-TRACK O7aE6 G1E ETC U E6. A.0 ELF ER 5PAIDNGT E' A Bi R: F 5TU AN 5 25 PAN FASTENER TABLE W FO ( 7 LL •RND'"U" HE DER5 -IN UDI BUt DCJU `COND TION ' A li GI- ND L T I S 4 N S R11 E INST LLE 1 CC DANCE R` U CTU E E EC PIE DA IONS. 5 AcH RSH a A pNR rM WTHMN FR RR R.PM N T HOL10'A' SLODA PSTSTRUCTURES': LL CONFOR O ABTM CEO _ BWCK. a MINIMUM LaYIaEGMENT$HALL BE AS';N4T(DIN ANCHOR SCHEDULE.1a�. 7 MtNYMUM EMBEGMENT:AND EDGELauTA NCE'E%GLUDE9ETUCCO,'FOAM BRICK, ANDOTHER WALL< FINISHES MALL FINISHES ALLBE LI IT DTII L�b MAFeOR SHALLaE VERIFIED BY OTHERS, TO. S H A M 1T i V DE ATEL TRANSFER LOADS 7d HOST STRUCRURE: A Y 4u ,. A -. _... a CO - EANC ORS,NOTEDHEREIN -5 LLEEMBEObED ': 11N' CKFD CONCRETE ONLh`, , EREET H. tU. E T6 ^ERA G . 4, WERE EkISTINGS RE OOD F M1N G � iST1NG DITIONS MAY V 4 RE VERIFY TFIAT.FAM ElIMS ARE IMOADEr}UATE WOOD FRAMING M,XIRS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE 4NLy FOR 'SIDE CLOSURE PIECE'., 1D, WHEREANCHORS AS EN O. ARROW FACEOFSTUD fRAMLNG TE R-SNAf.L• FL LOCATED WFASTEN T. N.. FA5 NE B OCA CE TERO NOMINAL a 4 .MI WOOD STUD -. EDGE DISTANCEIS ACCEirYASLE FOR WOOD N FN k N .1. .. N FILAMING, t'704b SI",'SHAII 9E)5f}UTFiERN PINE" Ca1m.55ORGRLATER DENSITY, LAG SCREW- SHALLHAV6'PWLL[PSPAN.NEADD HEX HEA6, R 11 REMOVABLE ANCIIDRS ARE DEWAGT PANELMATE; ALL•POINTS SOLID -SET a BRASS BUSHING 11. MACHINESCREwS SHALL "MI MINIMUM ENGAGEMENT OF MEADS INTO HE BASE A N M ET THREADS T R ANCHO AND HAVE EITHERA N H TRUSS HERD DR WAFER HEAD (SIDEWALK BOL7 .N:D- EA ( A ), RAN A PR DISTANCE 1-4 MIIJIMIJMEMBEDMENTANDEDGEDISTANCEEkCLUDESSTUCCOOROTNERWALLFINISHES. 19 O GE TC.TES ANCHOR t=IONOTTIONS".It ARENOTACC£P7ABLEUSES, _S 'iI DIREf_T MOUNFINGCONDITtDNS Lfi LINEAR I ERPOIATFON f5 PER. ED f-OR USE WIT E A iJiDR SCHEDULES I15T .Y]Pr THL4 SHEET. _ � � B '... * } q '� C A ' . • ¢ EAM - � O]MVNNPMN(EN K- 2O'31543 - - wA@-DeeCNVIlONi - +5 . ��te�• E4&9I - 0�1 .. �QF1RxIp�.91L19�➢EwE�y8�9➢w ° � _ • • E pF��r�r��®®ETA® 1 / / ' • CHSf�e.1.'¢��iPi ' - 3/4" ®OE DISTANCE -n � ,r t•]M1N eESTO1L ' ♦NCND0. 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