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HomeMy WebLinkAbout38022-38040 Fallstone WayABBREVIATIONS 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 Mr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or 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. Cirde 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) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor 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 DED 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 ML 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 MIN 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. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DIN or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W1 or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or 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 Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire FIN FLR or FF or Fin. Flr, Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. I r - r i -- r tl� z in INS i son on 0 MEN I 'Omni mom MEN 001 MEN Mill "11011111111M1 , M mrm-- I ITE-1 Mimi rim =Mmmr M--- =TMM--1 FRI Mimi FFFFrvv I= rZ Im IN I 6 - UNIT TOWNHOMES. (ACCCCA) LENN/�Rem 6-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 FLOOR PLAN - UNIT -A 1532 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd �'L DOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 7.3-4 EXTERIOR ELEVATIONS X (ENHANCED) 7.5-6 EXTERIOR ELEVATIONS - LT 7.7-8 EXTERIOR ELEVATIONS - 2023 7.9-10 EXTERIOR ELEVATIONS - MOD 8.1 ROOF PLAN - STD 8.2 ROOF PLAN ELEVATION X (ENHANCED) 8.3 ROOF PLAN - LT 8.4 ROOF PLAN - 2023 8.5 ROOF PLAN - MOD 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN - STD e 10.2 ROOF FRAMING PLAN X 10.3 ROOF FRAMING PLAN - LT 10.4 ROOF FRAMING PLAN - 2023 10.5 ROOF FRAMING PLAN - MOD 11.1-2 ELECTRICAL PLANS - ter-'- 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS i SN STRUCTURAL NOTES SN1 DETAILS) ©�'1 - S3M MONO DETAILS S4 DETAILS �) S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are Werssary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The•designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ars cm r � Oi ✓ Cl N � _ w -o CO a CLk l, y �, C✓ Rl � N � Q> � cc y C P� U o1 A x a <st cD ,.ter N i o LO 0 `0� 00 o NO F 737�0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these ngs comply with the 2020 Florida Building Code - entlal 7th Edition. Engineer's signature and seal is only for ru K't nature and seal. W a g� QQ N elw- v-04o W Q C J LL Ul LL LL d Z m e °' a 4 al W Z Z MZ J "a J o Z U c� W ❑ ❑ CD M o wLU U Ow g N car C �N = 5 U � w z U 93 Q � 0--- N 4 o M M J Z P Z I.L u 2 O a° } ry z® O U • H S 4 � U O p U Z ¢r Oryd L C iy R.00 3� SZ W °O IS r Z a< z li ~ o IIIIIIIIII� =�a 0 > d. ai ca CID C: o Ln N O c o 00 �— E N C V N LO M N 0 O r 00 1 N 00 00 O (M O vi o Z M z E O y cy c a E y U 0 Q p c JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 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 FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN w W CONTROL JOINT DETAIL SCALE: 1112"=V-0" �. =� • ` ; #5 CONT REINF. , �'I', "• SEE FND. FOR QUANTITY ;C:, #5 X 25" X 25" • j •-. " CORNER BAR ONE x•.•• FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=T-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. e e° e° d° ea ---a----_.. d /_.. a Q. e b e a _ ° q e ° d e• • d a e e e (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLAT yI 1 s SECTION A -A SCALE: 3/4"=1'-0" z 0 T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" SYMMETRICAL 13'-4" 3'-8" T-8" 13,-4" -0" '-O" 13'-4" 3'-8" 00 VERIFY VERIFY TV x 3'-0" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF AIC LOCATION OF A/C PAD PAD wl (4) #5 E.W. PAD AC PAD 3'-0" x 3'•0" x 1'•0" L wl (4) #5 E.W. L1. .0S3 L HOSE S3 2-0" x 2'-0" x V-0" OSE HOSE 2'-0" x 2'•0" x V-0" S3 2-0" x 2'-0" x V-0" BIB W (3) #5 E.W. RIR RIR / wl (3) #5 E.W. wl (3) #5 E.W. , 3?m CONDENSATE I— CONDENSATE CONDENSATE I— 4 A ( w -4" ELEV. FINLINE 1 I I LINE W �" ELEV. FIN. 1 I w -4" ELEV. FIN. LINE 1 1 CO S3 ( o CONIC. SLAB 2 I I o CONIC. SLAB 2 ( i CONIC. SLAB 2 co y 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" '-0" '- " 6'-8" 3'-10" 3'-10" 2'-8" ■ M -'1 ■ ■ ■ ■ '1q 11 W ® 11 ® ■ ■ PROVIDE 1 RECESS FOR _ 0 tzr _ I r _ _ �— —� — — — — ROVIDE 1Y2" RECESS FOR _ _ _PROVIDES RE�C S FOR — — �_ N r SLIDING GLASS DOOR. REFE TO — — -t- I I I L16TNG (iD>S$1560 EFETT 1 r SLIDING GLASS DO , REFER TO j —j MASON'S SCOPE FOR WIDTH I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I 1 Iz z ® I M I PROVIDE LINE FOR D1 I I L D1_ ICE ELLINE FOR M I I cO M ICE MAKER PROVIDELINEFOR D J S3 ICE MAKER I I I I S3 I I I S3 1 ( INDICATES FILLED CELL W/3000 --� _ PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT.r N I Lill ABOVE SLAB. TYPICAL @ ALL . .LAB FOR �PLACES SHOWN HOOKED FTG. MONLY. . 2500 PSI CONC. SLAB OVER 6 MIL, 1s DOWELS 17"EMBEDMENT W25" SQUEEN VAPOR BARRIER EXT. ABOVE SLAB. GRADE 40 ® I I I I I I I STEEL I DBL. SINK w/ °� I I I DBL. SINK wl 1 I 1 1 °p I DBL, SINKw/ C.J. - -_ -_ DISPOSAL_ CO _DISPOSAL _ _ C.J. I �O +cj. _ _ - DISPOSAL `O I 111LJ JII I I I pLJLJ, 1 I I I IpLJL_j TYP. S 2-STORY U.N.O. I I __ Jp= �—- - I - - _ 3L_ —�- I I _ _ J a _- 3-- 0 5'-11" 1 5-11" 12'-1" 12'-1" L 5'-11" 1 Im 1 PWO I 1 PWO I I I I PWO D1 D1 " ih I I I I I I I I I 1 1 14'-6' T-1 6 S-10" 4'-2" 14' T-10" ° I . I I II-1I " f �1 I Q I I I I I I I Q I I I 4 0-0 ELEV. u2 I 1 'ELEV. 1 I 0'-0" ELEV. to OIL FIN CON . SLAB FIN CON . SLAB ® I FIN CONIC. SLAB I 1 C.J. 00 I 1 - I I C.J. -I - - C•J. _ �� ;0 CID GG I I I I I I GG I I GG ® I S3 I I S3 I I S3 I @ FOUNDATION I I I I I I @ FOUNDATION I I 1 I I @ FOUNDATION I I I I 0 1 '-4" I 1 2' 0" 2' 0" I 1 16'-0 6'-0" 20" 10 to ® I I IL - -'I I` I JI I I I I IL- 1 _1I N I I I I I I Ir L' IE 1� APPROX. ( BELOW F.F. I I I I I I I ( I I I I ELEV. CAN BE NO (MORE THAN 1-112 �\ i //� I I L ■ 1BELOW TOP OF — — — L-\� \ ii�J L— — — — — I I I — \\ EGRESS DOOR (THRESHOLD. FIELD I I / I I I I ;0 I K VERIFY K N j1 `° I j I\ I `9 K I W.H� to I PROVIDE 1/2" RECESS FOR S3 t_� H' _ �� N S3 PROVIDE 1/2" RECESS FOR I I PROVIDE trr RECESS F R S3 N L\ v _ LONT DOOR. REFER TO v I I v L_FRONT DOOR. REFER TO L FRONT DOOR. REFER T v MASON'S SCOPE FOR WIDTH 2'- 0 ' 2'-1 oi" MA9OON'S SCOP' FOR WTI MASON'S SCOPE FOR WIDTH 2'-101" FM24 FM24 FM24 ■ 4"� 4" " 0" I " '-0"� "'-0 4-0'-010-610-6O-04" 1-8 144_0I 0" 0,-6" 1 o I I 4 I I „ I o � 1 4 ;,� -4" ELEV. FIN. is -4 ELEV. FIN. I I -4" ELEV. FIN. I I in co I I I CONC. SLAB I I Pw01 CONC. SLAB I ® I CONC. SLAB PWO I ELEV. APPROX. - - - _ _ - - I D1 I 2 I 1-112" BELOW F.F. I D1 I 1 rA ■ C.J. v I C.J. I ELEV. CAN BE NO - - - - - - - - . ELEV, ROX. I I MORE THAN 1-1/2" < _ C.J. _ ■ I r I I r I 1 1-1/2" BELOW F.F11� I BELOW TOP OF 9 I a 1 5'-8" N k I I N o ELEV. CAN BE Nd-dam'. I EGRESS DOOR y� N T-0" x 3'-0" x 1'•0" " I MORE THAN 1 112I� I THRESHOLD. wl (4) #5 E.W. N L q I q I 1 I I ^ BELOW TOP OF FIELD VERIFY A�? S3 S3 -EGRES"' I 55 I I 1 55 I ® THRESSDOOR I I ® I 55 I 1 D1 1 I D1 FIELD VERIFY 1 1 D1 � ■ I I I I I � I I� � I T J o 1 I I I to I�, � I I I I _Q I 1/0A J M I I J I _� L_ _ I J I I M S3 I S3 I 1 0 S3 I : ■ CID LI 'CESS OPT c' RECESS." S3 L — — — — _J — -- — Y_-- ® ■ S3 I S3 HOB B I e n„ I WIIN FILRTICALS + (2) #5 ED CELL I ^„ I J ^„ I WIN VERTICALS LII e 1^ 1 I BI-VHB BIB I HOB B I I WIN FILLEDCALS CELL FOUNDATION PLAN SCALE: Y4"=1'-0" e•� N 0 cv � o N o = U �W tx ;_ Q qry N O cu �. E ry ©cc �. N d = E tl U M O C-4 0 C, `i • �` ~ ; 1 , 1. G 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N) E 04 N ' a00 0 r- AMR di ~ J z5 V. a u. rCp —J 2 W JLLLL SS a Y 0 Z �. rd N tD W rn � rn ILL = � T Z N U 9 W 00 N - o z OD z S ¢ a - N W Ln z v o � 4--J�� 0 z t s ' C. ) o' ¢ � - s� ` z Z Z MO � i LL_ o ZO �g wLL y N r a® Q O U g� Z ss U r`o a �o 4x z� v J <w �zz <w 8 W S iw J 4 � Y1aOc 4 V oT-- C T c6 T_ E 0 o C LL o 00 E N O F=- 000 N c Oo o Lo Q CD a U 00 T E CD M d O c cc a U _j ¢ O JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT 2nd DECKING �� FLOOR ONLY) F. FL. ----------------��-- � 18 � F. FL. WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38J 26x37 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11­15 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37JX63 36}X621/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. CU ca DRYWALL Lco 0 4-1 L oun 0ro co 121) 1 CD E CO 00 9 1 1/2" MIN. CLEARANCE 17 - 1 1/4" TO 2" DIA - 16 �� f HANDRAIL NO 15 LESS THAN 34" 14 �� NOR MORE 13 U THAN 38" ABV. 12 CONT. Z TREAD NOSING � 11 HAND RAIL w METAL HANDRAIL BRACKET BLOCKING AS REQUIRED is HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) -2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 314" 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 (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 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 Gear 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 314 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. Y 18'-4" 11 VERIFY AC PAD I I I A/C PAD LOCATION OF A OUTDOOR LIVING S3 9'-4" CLG, A.F.F. tv, CONCRETE 6'-0" 10'-8" = 6'-8" T-10" T-10" 2'-8" oI C ~ °i 6068 SGD _-� 00 ® ■ ■ 060 - - 5-SH fV L 2468 REF 1 I ® 7'-11" 3'-2" 6'-7" ' ' O O © �0 M DINING N KITCHEN a Z I ' 9'-4" FLAT CLG. 9'-4" FLAT CLG, ® TILE TILE I SINK w/ I D/W DISPOSAL FLRG. LINE - - - - - - - O - I 16" CNTR. AT 42" r A.F.F. 1 M 55 D1 GREAT ROOM TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13'-8" � c co GG T r O O N M STONE VENEER 16" SQUARE- CMU COLUMN FLRG. LINE___-___ 1/2 WALL CAPPED UP *NO UPLIFT* _ Q - - - S4co -- - - 'W H1 N �_P_W_ _R_ TILE N J n tL 2868 �� BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" FLAT CLG. Cor - - - - - - - - - - ------- I I I I ■ i - LINE OF 2nd STRY. ABV. + **NOTE * I BLK. WALLS RE 8'-8" 1 /01 TALL FOR "A" NIT 5'-8" o HB FROM FRONT OF I GARAGE K TYP. @ o I S4 GARAG 1 N 81x7' GARAGE OOR I 18'-411 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=1'-0" D1 STONE VENEER bo io 9 In q _ ;q. 'vs 00 60 T FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) F_ 10 10 --t 3'-4" 12'-0" 3'-0" 1' 4" V-8" S-10" 5'-0" T-10" 2'-8" © O MOD 25 SH MOD 25 SH (39"x59") (39"x59") EGRESS I EGRESS - 0 00 I r- OWNER'S 55 BEDROOM D1 M�a TYP. U.N.O. 8'-0" FLAT CLG. I ® CARPET 0 1 1 00 0 N o0 171-8" cn to 61 " 41-411 7-0" a M.C. - - - - - R&S E 0. W I 22"x36" ' 8'-0" FLA CARP ATTIC CLG. T ACCESS/ I I C I N 9 to co I �\ 8/��" FLAT CLG � cV M iv 041 ^ N / (CARPET I pW01 - - -_ _ _ I ----J TYP. R&S O= O I N Cl) 2868 5 ® co - - 1X 7 ao E O 00 in 7' A. N AHU 9 60"x 10 r o0 WER P I y R/A I 11 to LO 114 4,.4" 31 A11 I 31-811 co 1 LOFT �' 13 to 4 ® to. 8'-0" FLAT CLG. 14 CARPET I 15 00 N I I 16 I CO II 17 in UP 1 = 1/2 WALL b< CAPPED ■1 O5' 4 1'-10" N 9'-6" N M � O = ® ^ T `° N rn BAT 2668 CV o ti8 8'-0" FLAT CLG 1 CARPET ■ M.C. 01 I w�C F-0" FLAT CLG. CV 1 CARPET 2668 a, - I BEDROOM 2 R & S �- 8'-0" FLAT CLG. CARPETcq = At _ G.T. - - 1 G.T. o 1 ;� B O to MOD 25 SH ( 39" x 59" ) EGRESS 3'-8" 3'-101. 7-4" 4'-01, 0o 7-01, 1 V-4" co � 18'-4" loot 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 (�E +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET OH SEE SN SHEET 14•Q MPH ftwoft NOTE; WIND SPEED INDICATED ABOVE IS AN General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that Comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2,2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Oc dDD � r� � rah v, 31: ro d cu si y CL' •ro ;r >r � m o M 0 CV 0 1. t= �:�?'• STATE OF � `'�C\ •• �/ �'+ ••r yeti � V C' r 'f l�Ptrl19 1!f'�>`` To the best of the Engineers knowledge, Infonnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. E � t, (DID w l Ui N �� � # a �CLL 10 J �\ 9 v Y 8 a� __... ,6 y z 5 2x STRINGERS \\�� 4 °Q \ 1 F. FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA, END. SCALE: 1/4" = l'-0" N c� 4 t` OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" 42" KNEE WALL TOTAL RUN = 14'-2" WITH 1x8 CAP & N� CASING (AT 2nd FLOOR ONLY) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 } S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 50 1 184 X 50 S.H. 15 20 X 63 18 J X 62 } S.H. 16 20 X 72 18 } X 714 S.H. 1H2 27 1/4 X 26 26 X 25} S.H. 1 H3 27 1/4 X 38 J 26 x 374 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 274X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 381J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 624 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. (2) 2x8 w/ 1/2" 3/4" PLYWOOD FLITCH HEADER � � DECKING �� SLOPE CEILING TO MATCH STAIR RISE F. FL. �\ - - F. FL= 1rT1 17 N. �1� - 16 _ 15 14 - '13 12 CONT. �- � 1- 10 HAND RAIL � - F. FL. � \\ l- 00 -- - 6 711 2x STRINGERS 4 ci STATE OF DRYWALL r0 Go e 13 =MC I I i -ZAN�; � 0 W - - U) CD U cc I CD 6 CD 1 1/2" MIN. CLEARANCE - U -" 1 F. FL. 14'-2" 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 3'AFROM EA.. END. HANDRAIL AND HANDRAIL DETAIL TYP. STAIR SECTION SCALE: 3" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (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 <e> 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 c 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED 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 318 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 dear 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. Handralls: 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 1114 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. 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. ` iD CONCRETE -0" 16'-8" 11, 6'-8" 3'-10" 3'-10" 2'-8" 6068 SGD14 C Bold 5-SH REF I 2468 BF I °� I °P `° I to 8'-3" 3'-2" 6'_7" VK OI O 0 a DINING N KITCHEN W I - 9'-4" FLAT CLG. T 9'-4" FLAT CLG. C7 lO TILE TILE I I SINK w/ I 50 D/W DISPOSAL I 'o F- l I I I r---� I FLRG. LINE J - - 2x8 WALL 8'-4" 6'-0" T-8" 16" CNTR. AT 42" 4 iq ♦' in A.F.F. 1/2 WALL iD CAPPED 'D 1 - T II UP 2 0o 04 I I M GREAT ROOM 5 9'-4" FLAT CLG. CARPET co 14'-0" - " 7 OP rD (D G PW01 D1 10 GG to 11 TYP. S3 12 to 2x6 WALL 7'-0" 2'-8" 4'-4" 4 --- r` u7 to `D *NO UPLIFT* Z- - - `D PW01 FLRG. LINE Q 00 � D1 2- r V V f1.TYP. N u_ TILE F ir/ FOYERNCa ° 9'-4" FLAT CLG. 2868 * TILE 00°�° ° 0o iD 9'4" `f N W.H. T.O.M. rn 7'-4" O 2'-6" Cl) 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION Y o WHEN REQUIRED ' 14 PER FBC PER 4'-8" 1-CAR ARAG E o 9'-4" F T CLG. CONCRETE ENTRY 9'-4" CLG. A.F.F. z N cq CONCRETE rb v 4 r---------- ------ I I qo I I to I I °0 0 j TYP. @ j 0 co 50 I GARAGE yn I I K I ■ I S4 I °P I I q N CV fV nnl ® a,.-'7- r_AonnC STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624 SCALE: X"=T-0" I- - - - - - - - - I L 18' � 3J�" 12' 2'-88" 3'-10" 5'-10" 5'- BB MO SH I 39" x 59" ) 6'-8" W9JQ 0 TYP. OWNER'S BEDROOM 8'-0" FLAT CLG. CARPET C9 B MO 5 SH ( 39" x 59" EGRESS I 7'-4" OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 DC� +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shalt be in accordance with sections R302.5.1 through R302.5.3. 3'-0" R302.5.1 Opening Protection 2'-8" I 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 00 material and shall not have openings into the garage. io 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 °P wall: `D • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. e 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 - -B$u� -----1 Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied ,TH 22"x36" I PWO1 to the interior side of exterior walls that are within this area. CLG. ATTIC T ACCESS / I TYP. T M R312.2.1 Window Sills iv o0 / IC jD In dwelling units, where the top of the sill of an operable window is `" r` N \ $'-Q" FLAT CLG I located less than 24 inches (610 mm) above the finished floor and I \ / (CARPET I greater than 72 inches (1829 mm) above the finished grade or L _V_ J I other surface below on the exterior of the building, the operable I window shall comply with one of the following: 1. Operable ---------- windows with openings that will not allow a 4-inch-diameter (102 R&S mm) sphere to pass through the opening where the opening is in 2868 .,•• I �I ■Di �'4 1 3068 BF 4 _� BEDROOM 3 8'-0" FLAT CLG. CARPET 9'-2" EGRESS MOD 25 SH ( 3909" ) B � 911 IR/A I LQ FT F-0" FLAT CLG. 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. 00 CO 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. 10 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 13 shall be exhausted directly to the outdoors. Exhaust air from c bathrooms and toilet rooms shall not discharge into an attic , crawl r; space or other areas inside the building. uO 15 00 GAS APPLIANCES 16 `D G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be 1 17 installed a min. of 18" above flr. per FBCR G2408.2. Except where UP% appliances that are listed as flammable vapor ignition resistant. AA 1/2 WALL IV WALL LEGEND CAPPED W 4068 BF " •I 4 SH ----R&S --- 2668 4068 BF '•'-5�" I 5'-0�" tiv T o> E I ROOM 8' 0" FLAT CLG. CARPET 1 8'-10" - "6 MOD 25 SH "' ( 39" x 59" ) EGRESS L 18'-0" 2ND FLOOR PLAN - UNIT-C SCALE: Ye"=T-0" 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" Y TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. XA MASONRY PARTY WALL CV ' c TYP. 2x FRAME WALL BEARING WALL o INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM N SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 4 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. 4 LANAI 108 S.F. M ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. • INSULATION REQ. N LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED 1624 (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 2868 .,•• I �I ■Di �'4 1 3068 BF 4 _� BEDROOM 3 8'-0" FLAT CLG. CARPET 9'-2" EGRESS MOD 25 SH ( 3909" ) B � 911 IR/A I LQ FT F-0" FLAT CLG. 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. 00 CO 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. 10 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 13 shall be exhausted directly to the outdoors. Exhaust air from c bathrooms and toilet rooms shall not discharge into an attic , crawl r; space or other areas inside the building. uO 15 00 GAS APPLIANCES 16 `D G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be 1 17 installed a min. of 18" above flr. per FBCR G2408.2. Except where UP% appliances that are listed as flammable vapor ignition resistant. AA 1/2 WALL IV WALL LEGEND CAPPED W 4068 BF " •I 4 SH ----R&S --- 2668 4068 BF '•'-5�" I 5'-0�" tiv T o> E I ROOM 8' 0" FLAT CLG. CARPET 1 8'-10" - "6 MOD 25 SH "' ( 39" x 59" ) EGRESS L 18'-0" 2ND FLOOR PLAN - UNIT-C SCALE: Ye"=T-0" 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" Y TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. XA MASONRY PARTY WALL CV ' c TYP. 2x FRAME WALL BEARING WALL o INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM N SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 4 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. 4 LANAI 108 S.F. M ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. • INSULATION REQ. N LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED NON -LOAD BEARING 2x EXT FRAME 2 x 6 R-19 KRAFT FACED FRAMING, BOXED OUT FOR CONDITIONED CEILING R-30 BLOWN -IN FRONT ELEVATION AT THE (INSTALL BAFFLES AT EAVE) MIDDLE LEFT UNIT ONLY GARAGE SEPARATION R-11/R-13 KRAFT FACED 1624 (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N 0 N tr N � O L N � G inn � N Z �n o ca r� N CV CD L c ro 0 0 M 0 N N o -.**0 **cEtq1­ P To the best of the Engineers knowledge, infonnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Floritla Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatu 1ST FLOOR BUILDING PLAN SCALE: X"=V-0" eh N N � A N s w 0 r � U 17.L� -5 c cc c.) 1 'Qco > a. 0) to C� •_ to ,Q c.r � vs r,C cn ocv� 4 3 °i d w tom, : c = y U A 67 C7 C E r0 O d U O M O N UD O LEI LE fdo E 3�50 ' o. STATC- 0-F • �, r �� I L •+ � rr \\ JrJJJJSS111i1i\\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florids Building Code - Residentiel 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I- E g 08 O u 7 N M Q LL My LL LL LL 0.0. Z 2. a W rogue 0 W�OfO' Z m w J N Mz Z OU Q CD W ❑❑ � gam_ � S 10 z o a _+ U) a � i� a% (10 � LL U, •U M - 2 LL's ,0 4 ! 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LL Z 0 q LL d morn o am Q tL tj fe N (p � O W0) CP ' m L MzdJ aN = N � OU h W 13 U 2 1 z o, z z $ aC11 4 .0 o 0 W g N C � w r Q C, S� o a z LL C C O w sa a® E t V z Kt � qaq oU Z OE 'az Z z w Q) �_ wo a� 4: X o Y Z U W �a a 1 I M z1< U 3 c o r v, >� I F— ai Ure N CC> G6 T IT— T \V C O MU".) n a+ 06 ��— C m _� ip CD-� 00 u- O H _ 00 O L �7 C Q OL _ O r 0o 00 O N COo cEc z E O c (L U ¢ p JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 6 ISO on 1 ONE MEN !M.M MN MEN 7 c CORBEL DETAIL SCALE: 2"=l'-0" FYPON: DTLB4x6x9 ■ ■ I `' � II II ■ III III �I I � I .� 0 IMEN (TYl` MEN ■■■� (■■■) 01 9„ IV 74 B KEYSTO N E D ETAI L SCALE: 1 /2"=1'-0" %CLG.HGT. _ — — 4 — MOD 25 SH N g MOD 25 SH N i6"BAND —WE MOD 25 SH ------- MOD 25 SH --------- MOD 25 SH "� N ------------- T�XTURED — FINISH MOD 25 SH -- ------ ---- —------- v TEXTURED FINISH o nn Ej ED E ❑On0 ❑El�n C�� 0� ❑n�_�❑ �uu� JF.FL. _ o -- ---- -- -- --�.— ---- -- --�-- — -1 -- --... .... _..._ T.O.P. — — HDR. _--- --- 9 O bo to F.FL. N T.O.M. _ — b> F.FL. _--- - UNIT -A 1532 FIBERGLASS SHINGLES 6068 SGD 12 4.0[— V UNIT-C 1624 .i UNIT-D 1625 -------- ----�--- SH I o Z -------- SH ---- SH �--- I SH MOD 25 MOD 25 MOD 25 MOD 25 UNIT -A 1532 I----- I TE TURED FI 'SH I I 6068 SGD UNIT-C 1624 6068 SGD UNIT-D 1625 UNIT-D 1625 •D OD25SH MOD TEXTURED FINISH A WATER TABLE DETAIL SCALE: 1/2"=1'-0" FIBERGLASS SHINGLES T... T.O.P. � oa 5SH N — — — — — — 16" BAND ---------- CLG.HGT On In n n - --] r--- 07 Tlullkq'IT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" Z -' J. 12 14.0 FIBERGLASS SHINGLES T.O.P. ----i---- ---- ----- HDR ---- ------------------- o 00 Fo i MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH T.O.M I I TE TURED TEX URED FI ISH FINI H Fn I I I F.FL sk 6068 SGD UNIT-D 1625 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with or in asemi-continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C" C.i 0 iV C" CV o ua -- .,,-; C Li- txL. ,n ti . N w C.� tYJ tj; as z w y E" ap -r- ci as e: M N C.7 cV a 0.,I-rt.l!ibafdffs 1 ,( ... - � o F' !•37 STATE OF N AFL To the best of the nglneees 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. CM 8 N C 00 U, � Q u. J LL CL W a � Z cm o r a N 0 rnrn N 04 Z J — LLW .<X 5. Z W ❑❑ z � �o z aoo z — T � U) a V) z �W1 o U I O w g ,N Ly N U l.l.l J r- r ® 9, 6 � � W M � � W Z G c $ sr n o o� Z c� ro � f— az S W Z C ao m� 0 C v � U 2 r Z-0LL as J <.° w ° aw � Z o ° 0w W`� o m a0 N Z Z 4 5 3 q •� T > d' 2 0 T O � 1D E `U � _ .— co o ' O 1 o m U O 00 0 00 O r CM CV O C C O U) to O Q C U.)00 0o N M CD C'') o O 6 0 c c .. v a.3 U c a _ d JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 7.1 _ I l! rLII Y b> T.O.M. HDR. ---- z O 00 O , iC 2nd F.FL. CLG. HGT. T.O.M. AT GAR. 8" FRIEZE — BAND 00 0 F.FL. LEFT ELEVATION — STANDARD (STD SCALE: 3/16" = 1'-0" 12 4.01— - - - EIBERGLAS SHINGLES Z. T 1 1._ .. i T i,-I [T I 1 I L. T. I .I _1 _I-"TTTTT.i_._.1 �TZT"TT -------- ----------------- ------ 0 ----------------------------------- _0 13 SH FINISH 13 SH ----- 16"BAND ———— —---------------------------------------------------- ---——-------- ---------------------- T.O.M HDR. TEXTURED O FINISH 00 0 25 SH 25 SH 35 SH rns RIGHT ELEVATION — STANDARD (STD) SCALE: 3/16" = 1'-0" It General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 en cv c C" 0 CV -o a� -o C= o �� C PO ="a ,� N t m lo Q N W �a Cr Y d cz GE �o d V 0 M N O N N 0 % i •ice. r 1 v \\tJ 'Y�•`` �.�'1 % 0 M k -<,•• STATE OF •.`llr' To the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Aff W C� 6 04 0 J LL _ � u- a mc� a 4 4 0 W Cc 0 "j 10 m CD o ZLL N Z J OU W DO z2V z � z (D 0 w 8 N Ly N ¢ N M Z S o a W° OF Q U i =o oa Z H M oQ U oa U0 U V N t c'n ro a �� c °LL J cm Z Z T o p g0 aZ w W ¢¢ gg E v zla 0 3 T 124 > d' T ~ rn C%J �, 0 T to CQ T E O _ co N 00 Ln oCU C in o 00 U o LID F=— _ C, 0000 CD O U f� C 00 CO CLO M E tll o Z ZCD c ro E E Iv ci c c a. v _J a o JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 7.2 40 4'-0" io 4'-0" 10 0 4'-0" 4'-0" 4'-0" r- 4'-0" 4'-0" 4'-0" 0 0 NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SEE DETAIL 5511 FOR 1 SEE DETAIL 5501 FOR 1 SEE DETAIL 5501 FOR 1 SEE DETAIL 551D-1 FOR 1 SEE DETAIL 551D-1 FOR INFORMATION ON FIRE ! INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE 4:12 � N = f- 2 N = 2 N = 2 N = INCH a a a do a a I N_ _ v F- or I� PW01 PW01 PW01 PW01 I D1 .4 111 D1 D1 D1 I U U or 7:U I a a a cz. I I FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION, DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4:12 PITCH 4:12 WIC 4' OFF RIDGE VENT R OFF RIDGE VENT 12 4' OFF RIDGE VENT 4' OFF RIDGE VENT I 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 4' 4' 1 2 NON -VENTED SOFFIT SEE DETAIL 50-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N = 4:12 P1 4:12 . PITCH � 4:12 orI 4:12 4:12 4:12 1 INCH = 1 4:12 - _ PH PI CTPI CT H - - 4:12 1 = PITCH I PITCH I ( PH r v�aOfv�a 1 2 1 2 FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT PLYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION. DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH FIRE RESISTANT NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS NON -VENTED SOFFIT ....... BEYOND 7 7.. - - ROOF SHEATHING TYP. ___- -=_.. 2x6 y - SUB -FASCIA _ .__ EXTEND THE (2) LAYERS - - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA ' 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. 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 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES AT EACH SIDE--/-," DBL. 1x PT NAILER 1/2" GYP. WB.. 1 Hour Separation Wall SCALE: 3/4"= V-0" "REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) OffAidgeAmt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of (See Bev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 --. _.__ _ 276.0 (Zone 1) 0.0 276.0 Main Floor 0.0 2.0 (Zone 2) 1010 970 139 485 35 242 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1008 968 138 484 35 242 276.0 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) IN 106 15 53 4 26 - 0.0 0.0 0.0 Upper Floor 00 0.0 (Zone 5) 108 104 15 52 4 26 :0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 62 60 9 30 2 15 0.0 0 0.--0.- - 0.0 "NOTE"" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 201e searinS Wall Rating - 2 HR Nonbail Wall Rating - 1 HR Thin design was evaluated using a load design mathed other than the Link States Design Method (sG., Warbling stress Design Method). For jurladleNons arnployi g the Lbnk Stales Due n teethed, such as Can ads, a bad restriedan factor shall be usad -See Gu �1LYorItXllYt • Indkates such products shall boar the UL or cull CmtNkMino Mark for ju risdlctbre srrtpbyrn5 the UL or CUL Cartkkatlon (such '�} 3��y-- saCanada), ratooeU"y. -' I nom.• ', .�...»"..,' O ' � .•'"1 I,I �.7 • • '.o •a .0, � [ 4 ��^_�..--.^^-��--�_�.. 4 .- ! 7-�,/8"AKIN. 4 horizontol Section 1. CAI I OkMM* - Various designs. Classification D-2 (2 hr). See Concrete Stocks category for list of eligible manufacturam 2. Mortar - Blocks laid In full bad of morter, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated Time (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to classification if used. Where combustible members are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 he Attached to concrete blocks (Item 1) 4. Los" Mesoortr Fill - If all tore spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill Insulation, or silicone treated perllte loose fill insulation add 2 hr to classification. S. Foamed Plastic• - (Optional -Not Shown) - 1-1/2 In. thick max, 4 R wide shaMhq attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShleld CGF Pro and Energ yShield Ply Pro CARLISLE COATINGS A WATERPROOFING INC - Type FI SHEATHE FIRESTONE SUI DING PRODUCTS CO L L C - "Enverge" CI Foil Exterior Wall Insulation" and "Enverge'" CI Glass Exterior Wall Insulation" HUNTER PANELS - Types Xcl-Class A Xcl 286 RMAX OPERATING L L C - 'TSX-8500", "TSX-8510", 'TMnnasheath-XP", "ECOMAXel", "ThermasheaM-3", "Durasheath.3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR cl Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF -It'" cl Insulation SA. Bulldin5 Unite - As an alternate to Items 5, min. 1-in Mick polylsocyanurate composite foamed plastic Insulation boards, nom. 48 by 48 or 96 in. RMAX OPERATING L L C - "Thermasheath-5I", "ECOBASEei", "ThermaBase-CI" e Indicates such products shall bear the UL or cUL Certification Mark for jurledictbns employbg the UL or cUL Certification (each as Canada), respectively. Last UEitpQ on 2018-04.09 GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 85 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 112" PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or fun sheets of 1/2" type X gypsum wallboard - - - - NAILS EA. END BETWEEN screw attached to the steel components. TRUSSES Sound tested With 2 x 4 stud wall faced with 112" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. 4'1 FROM SEPARATION WALL. Height limitation 68 feet. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness; 3-117 (Fire) PLYWOOD. BLOCK MUST BE 11-3/4• (Sound) "PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC...................................... 1" DenSGISI Shaftliner Approx. VVe1ght 9.5 psf TO PROVIDE AS MUCH CONTACT Fire Test: WHI495.1290, 11.1594; AS POSSIBLE TO UNDER SIDE ITS Design GPNVA120,D4; OF ROOF DECK. ALL JOINTS WHI �ao 4a,' AROUND BLOCKING MUST BE WHI495-o CAULKED WITH APPROVED FIRE 1-28830.86; ITS 3160814000-002, CAULKING. 8-30-08; UL R2717, 04NK03115, 8-184)4, UL Design U373 rk SEE PLAN Sound Test: RAL TLIO-291, 8.31-10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD SCALE: 3/16"=1'-0" eh !V 0 !V Cnl N c 0 cc 3 w !a N O L;iCs= C., V4 _ L1_ y tc G N 14 lr1 14 as w dp-�� dl O ✓ .p, 1 y is y cv a u a� C O � fw C C% 0 N N ss') N `1a2L•aE!u`gff O `' E �/50 ` Mr STATE OF ,LUG •..I Q'>�` 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 potions of the drawing pages bearing Engineer's signature and seal. 9) B o �S Lo oo C 1V d) Co rPi ni M v � LL Q LL LL a Z_J J ¢ w W t9�pjO' m Z � NZ d Z N O U W ❑ Z N m z � Q M N z o W e M n LLJ •O „ f6 �- La -um 8. o w zgz J cam$ E oo Z o Z5 u, UO CO o Z CO .Ld) g �Z R' J C M COC Q Yd m 0 1 R z 5$ W cA � ?� 0 1 z `� gl N .2 TT LL� U ai m N T cfl O ,v OI GV � 00 T m O 0o _ � O 00 O CV ILn FZ- C C O Lin Cho 9 � N 00 M r z z C o H o z FE O M JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 8.1 It SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRIG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY I FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF I SYP SPF A IMFTA12 1420 1 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 1 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 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1Od H 1FGTR 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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 " 1005/915 "* 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 "" 1335/2820'" 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY 1LUGT2 V (2) LGT2 4060-M 3770-F 3500-M 3240-F �^+ 3100-M 4520-F 3100-M 3800-F w/ (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) 161 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 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6-) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 x CONT LEDGER ----(A) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSHALENGINEERED NG WNDFPR ESAND SUCTIONS FOR MEAN COMPONENTS LWABLE WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 NIP -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 (2%e) or ts/32" EXP. 1 (fie) TILE: 15132" EXP. 1 (fie) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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. HIP ROOF >20 TO 45 DEG. [4:121-[12:121 a=4ft I I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12)-[12:121 C" N a N y v w C" =L i : N aG N A G d E r G a � � m y w ra- c E O a � 0 M 0 cV _o eM 0 No (" �0 •r'� -C' STATE- OF C. �'-11S'�v N A �� ,�r�Pilil[ttlt�� To the best of the Engineers knowledge, into rtna on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Co $c C c y 0 i'n N LL LL d) to N ^o LL a a J Y U c� LL LL d —ern p Z t a o o 0*i N �A<_D 0] W ' dew W ,� LL = N C7 z O U ❑�(] Z W 0 2 z N z Z �g Q a Wa � i� IGA (D � (D w �O — c N U � Now LT U Q " • o C13 z< w Z cl�O z < LL z f 0 Y H Q E � n3 :z Z O a o F� Oa o W It c> c � y �o r LL g� Z 5� C§ 3 S LLa U �w W m } y LL Z = ? s C9 >� 0l $ F T >� C T O r � >D C� T O In O Cl-> N 00 o C m O 00c.NN ILL O Ll c 0000 O '�--� co N O O 0 LO M �--^ ai m CD o z z a E p s Q o JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 9 JUNIT-A 1532 C �IUNIT-C 1624 JUNIT-D 1625 SYMMETRICAL 1 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS S2 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN SCALE: Y4'=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. OR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF F(2)(2)METAl 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" 2 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B I 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 5795 5l8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080*" -- 8- 10d P HUS26 1320/3235 *" 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 — 20 16d x 3-112" Q HUS28 1760/4095 ** 172013125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C JEPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-M 4520-F 13100-M 3800-F w/( 2) 16D SINKERS & (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 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 1 605 1 12 -10d SPT24 1090 12 - 10d HCP2 590 1 555 1 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 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8.8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 x CONT LEDGER_�A) T SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 M,46) or tY32" EXP. 1 (3311'6) TILE: 'Y32" EXP. 1 O3 16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS Z. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15732", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] e•� c � o ccn u: !V o C r0 S> CG Q D !YJ ct- 10 p V) ro eq 3 Ja' w ? Er-sv- a) .a � ay 1= cn C1 -O ti c n M N O CV CD o_ CM 0 ,�Lg6iSi:i:r.J, 0 i . 0 �r). STATE "F �- Al To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, H $ of Q O ,Nl, 8 0 aotq'r "LL 7 LP u_ N O r1 a LL z `Ar7 U. � � J U. a 50 0 = �pgrno O: ? m C',(O m J Ca3 W 0z,�rn -�z w N C7 Z y W ❑V IEl❑ Z N Cn Z a � N M N Z � o O W s N Ln W $ u1— U 0 d • N00 ti J w M U_ so aP o O �® �- M �8 Eo oa� Z w8 tt� C/) M c aQ mF g z � J Q, �o <bZ z $ a yw w 11 u� c o r > C A O T O T cfl (a T co C: Ob � O C m ,C o O 0o •-- CV F- O N Ll') r CO c O 11i Lo 00 9O C 1 M T M p 7 O iq o Z c E y c 0- U _j Q p JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 10.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7, Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PTF WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET fLph � SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® 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 IO EXHAUST FAN ; WIN � EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT D9 ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J C\�� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I rI HE I BC I I LAV T� I` TUB/ ` W/C SHOWER LAV 3" VTR JL I I I I I I OPT. LAV LAV I I cU U W/C SHOWER —3" STUDOR VENTq I ' DBL SINK L l� W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS OTHER WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 st 10 KW at100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA t 200 AMP � CTCr7 AAA dl 1 0-200 A P Serial Cable NEMA 3R _j C.O. Power Co. Feed #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. `��fi�� FAN/LIGHT i WP GFI I% � GFI / I � E DINING �� I KITCHEN 1 FIWW I O --- ---_ --- GFI � --- SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /�>ROUGH-IN\ _ �� FOR OPT. <,'UN FAN/LIGHT' r� I - I 1 / FOYER "�,_ r I I I I DB ENtRY o- LIGHT AS 0 GFI@ PEAR SPECS DB&GFI TO BE ALIGNED VERTICALLY I I I r-CIEL — _j C.M 1 UPSTAIRS t GFI @ 44" \ W.H. A.F.F. ' \ 0 / 1 I GARAGE \ GARAGE LIGHT AS PER SPECS GARAGE O DOOR GFI r-----------------� I I I I � bZ I I Fa I I Q I I I W I >W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. _ .---—-----—— — — — -- I OWNER'S BEDROOM /-\ROUGH-IN FOR OPT. FAN/LIGHT I S.D 0. BATH '+f Al I • �� LOFT `BATH 2 S.D � GFI I WIC I L------ /,>ROUGH -IN ---- FOR OPT. FAN/LIGHT BEDROOM 2 2ND ELECTRICAL -UNIT-A 1532 SCALE: X"=V-0" s•a c*•i 0 C%8 C" cV ... Q 'a y W O ra A m u. c E tG p R. U Ci N N O ��11191Jizl.•� r� P�. Sir"t'FE OF � Z err u U r . • Cis• �y'• •,,�� � �� Pia A � E �+iisrlua►a��, `r�� To the best of the Engineers knowledge, information end 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 end seal. j N OI Co N 0 � G N co r0 LL N i) y rj v J , a C lu L u d Z CO a iY� SO L � 2 W �.- o m 9 W rR�°�. . In wZ a 0 a * OU W 0 a 04 Q z � z � Q � M U) fa w 0 w g Ln U w J U � c Q 0 • � 0 N �, sm o Wo QE o =® F— o0 00 g E �0x Z CO rp M °fi <� wx J N. C 4 y m� too`6 LL m a� J �a 2 tiw 15 T� a ° w 2 7 p az W° Lop W �? > cj- N UW CO 9. T— m �' E 'S _ O T _ c0 O M 00 r CoC CD LL o 600 E N ch N ~ r M N c O LO O O LO \V M T E CO o Z W Z O rn E O ai `W U c a Q 0 JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. Is ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan Is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles In laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range Is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FE76. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 4W HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH & . 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 0 EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 1,,nl CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER -a ELECTRIC PANEL _i DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ROUGH-IN FOR G J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT 3" VTR JL I I I I j — I HANSON BOX I I LAV 'I�_ _ I el- 3" VTR AIL I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV �2^d F LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 _70m— 1st 10 KW at BALANCE OF WATTS AT 0% 9574 AIR CONDITIONER WATTS AT 00% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE 0 DISCONNECT ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / l�/r�� FAN/LIGHT i WP .n. DINING KITCHEN GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM <%\ /,,>ROUGH -IN\ J" f FOR OPT. FAN/LIGHT 1 / I I 1 / DB NTRY WP0 IGHT AS 0 GFI ER SPECS DB & GFI TO BE ALIGNED I VERTICALLY rl f/ Optional Overhead Service 200A / Same As Underground Indoor Panel If 150 Or 200 Amp Service Center 2 NEMA 1 � 20o AMP ZZ �w TER MA N ` U 1 0-200 A P Serial Cable ,lye 0 NEMA ? �� 3R Power Co. Feed —� �r #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least V apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. I I I I I I C.M j UPSTAIRS F G 44" ` \ LW.H� A.F.F. 1 \ p I 1 I I GARAG E 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I I0 Z I IQ 1 10 Q I ILL• U I I la: w I h ,J I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. F- - _ _ ___ __ _.__ _.- - _.._. 2ND ELECTRICAL -UNIT-C 1624 SCALE: Y"=1'-0" M CV 0 c-s C" N yo w C� N "a M X C L.6 Cl N V v = C C -Cc N 3 d M .= fU C s 3 � 16 N N .L7 v ti -G c 1= d U 0 N LO N a .�,15 t t it l `_ 4�• �LJ JJ �• STACF a. IAL��� JJiJ?frs,;211j%%% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W O N c n 040 o dJ rn N o C J LL J LL LL GW Lu = Ot m c °f n tpC'co a W W � °' m 00 0 `r' c� Z d N O U U W U ❑❑ CD�V 0 Z N Q U) V) l7 z NC!) .O o a, J I v 0 see r•- W M 9 L.L. `S- E o �Q E O k Da H E Id �g u7 O U a= 1Z Z t a �o ro 06 m� Z M J 2 � <? fN WT N_W m H N O WO Z� T o� C� N CC> T O co G'V 00 o C m O E Ll_ o N :3 F=-- 00 O o Or a to 00 00 CO 00 N r S O M o z E M a. v � ¢ o JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 11.2 PROVIDE A MIS SEPARATION F UNDERGRC 0 0'� OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ® ® ® . . 013 ® ® IF I I ® II II II II 7 II � II � O 0 DINING KITCHENI d, KITCHEN DINING I- DINING KITCHEN KITCHEN DINING DINING KITCHEN KITCHEN DINING b, I ® I I I I I I I I I I I I I I I I t I I I - - -J I l 00 L J I I I - -- i �a I I L I I I I I O� i---j J I I I L - - - i a� 1 1 I I I I - - - 1 1 00 I I I I ---� 00 l - - - _J ___ L r ® II I I II I I r II I I II I I r II I I I i II I I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON - - - - - - - - - - - - - - - - - - UNIT L .PLAN)-- - - - - -- -- — — — — -- — — — — — — I — — — — — I !— — — — — — I — — — — I I ; I - 1 t 11 0 0 O \ rti \� \\ ti ` _ ~_ -�E4� �ARAG E 'C- RAGE 1-CAR GARAGE ENTRY 1 -CAR GARAGE , 13 ® • UNIT -A ENTRY UNIT-C \\ ENT _ `-- UNIT-CI�HT-C. — -- — ENTRY ~--�UNIT-C ----------- UNIT -A 1 �\ 1532 �1624 ., 1624-� _ 1624 �- -- _ `- -- — jf 24 1532 �r-----------------I r-------- ------ _ \ r----------------I _ r- `` 12" VERTICA I I I I I I I I I I I ROM ANY / ALL I I IUND UTILITIES I I I I 101 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 I I I I I I I I I I I I I I I I I I I I I I I I ----------------- ELECTRICAL SERVICE PLAN SCALE: X"=V-0" N O N Cn N C= Q � w co Q C+ Ca y C,4 4'V l" 4l V) . N 'C7 CV .f /C 0 Q N C W V y +� = f17 � ti •� T �E �o 0 N N U> ff 10, rJo f E'l�,i;0 S E OF To the best of the Enginearrs knowledge, Informeflon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E $ 8 C $ fm co N N pl O C J lL W LL LL <L 0 W C rn ILZ N CO OU y Z W z z z N z cD (1) U- •O �N r w J Fg _ O I U a C • S �Cp> tt M J 1.1- E } °d ooa� �® Y K r, U 8 E E d a r. . w i oz z C J U T Z fg ap z �I Mj ar c o� ci C O T i T M O C7 LP) ^' O C rn U_ o 00 •- GV l I') 0000 O Q o C's a 00 00 T' N p CD CO o z M E O M c CL E U w Q p c JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 12 LINTEL PLAN NOTES: jo ,o•.Io.'-p q p•. �•- p•- °'° �d 1. THIS PLAN IS TO BE USED FOR STRUCTURAL d ! _° INFORMATION ONLY. 8F8-1B/1T 8F8-OB/1T 810 RF6-OB/0 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE O ® TO BE ASSUMED TO BE 16" MINIMUM DEPTH. o. o 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 0 0 0 0 0 BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T 0.O © O O O o o o o o o COORDINATED WITH THE ELEVATION DRAWINGS 8F20-1B/1T 81=20-0131/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 0 © 8 24 1B/11T 80 4 oB/ 2 © COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM T DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. C TYPE DESIGNATION #SRE BAR ATTOP F = FILLED WITH IN. (1) REO'D GROUT / U = UNFILLED 1/2" a ° R = RECESSED CLEAR QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY M.U. a W °° d °° jS z a ° GROUT tNOMINAL.QUANTITY OF 5REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL-o -BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS tic precast lintels = 3500 psi. Lc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Soncrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Untels as required. 3. Installation of lintel must comply With the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In Ileu 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 vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical load Safe horizontal load — • ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REO'D 1-1/2" CLEAR J W .�o W C.M.U. n .0 N m MLu J o Lu w #5 REBAR AT BOTTOM Q Z =xp MIN. (1) REO'D 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications ON POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @a, ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION I nD nD nD nD nD CD) 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL OMIN. OMIN. (�)MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL �f C" c 4 -0 X.7 �.,:-uc<s d1ZL a--W Chi C.T., vY V is '- �.� W c� am a� _ ca W �E �o a� Cr! 0 N N O �'O�llilt:2tftt G r J 'No F, - g� 50' �-fl• �'• STATE IF °{ 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 - Residentlel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 $ C N p to � — !n N ^O - w ai fh V J , C J W � . — o- d Y M = L m 0 OC �gm 0 W j;rnrn m L= NZdJ ZW N OU U ❑ ❑ C� N Z z N U) tJ1 z � �4 N U � 8 O G N V ~ v CS • ¢ Y N ODD Z E: o goaN H M $a o �M gp Z tO K J wm2 N CdT z¢zO ZK Z C J y0 >� w VV U W y Kf a w �0 z *d �u - 0 T I— N C7 co c>D T E c O T O M nM �+ N 00 II.c7 m O _ - CC ,� E CD0o = O CV iLl ~ 0000 •� r M N M C O Lo Lo op 1— O M 7 O W0 o Z (A E L c a E ai U J Q (] J JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. L 1 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. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1- SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U,N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7, 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider f and need or 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/sprinklersystems indudinggall risers and spray heads shall not be installed wRhin 1'-0" of the building side wall. 4. FBQ-R R318.7- TQ provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5, FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trappss, 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 pin II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpota and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior v iticaI chemical barrier.mupt be installed after construction is complete, includ�ng 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N � C n i W C o s a N'- rac�Cn 0C o a.c a- cD O a +�. C= 3 a� � .`? er ci ..c as .�E�-_ oun A F d U 0 N 0 -` . • VJ •No FO Pr78 ;dr S -1- AT E OF •11yrGiSY1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E 11- cos N i- Co �040� rNi V U. a � t� " LL aW Z a rn ?j N W t0 LL= U NZd� Z W ❑❑ z � z r: 4V z cz 4-J LL U - � O LL, N o M N Z [> J " O wK G `2 E a� �° ze Q E rpo k oa vo &� aaz o� aZ Z .= t y Cra tttt dZ Sa x m FO U, z W 8 T w g� �o aZ -w -IT NO s c o T in L_ 120 N r (� CC> >, C6 O n co O ' L O00 N � O m li CD 00 O Lf) 00 00 00 C9 �f M p o Z CDz E CD c d Eo ai U J Q 0 c 4) JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I I HOME H C G GARAGE SIDE 00 0 5'-011 0- STUB-OUT FOR 0 1'-011 o o GAS METER -1 0 0 0 CV � • 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'-111 (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 6500s 1.8/1.7 wood Panels 2x — + 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 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM rn --- w Cr STD. 90° CONT. #5 BAR > I HOOK --- - ---�� BAR�J #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN .� SEE PLAN FOR REQ'D PLYWOOD FLOOR ~SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL 1 `\ TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2° min. )Small gap 2" max. 4 Max. Web Stiffener Fastener Schedule Joist Bearing Location -_ J -- V _ Series Depth End intermediate ®.9-1/2" 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d 14" M- d _- J Clinch nails 9-1/2" 2-8d 2-8d / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails g wh n or when possible -_-.- Tight fit 2x4/Plywood/OSB web stiffener 2" min. d indi ted 4" max. BCI6000s BCI6500s® 11-7/8" 14" 2-8d 2-8d - 3 -8d 5-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d _5-8d 6-8d 3-16d 5-16d 6 16d 16" 2-8d 3-16d _5-16d 6-16d gCl 90s® 11-7/ " 14"__ 16" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite require a ca - OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. @ y -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch all 49 or drill flanges t ❑ Err L A 1Y" ROUND HOLE MAY Err Err DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yi' higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer _t;_� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each, I -Joist can be offset Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 4AVif','ntl�'Y.vXhFYAtV1tw �F!11�`, iI��+v��+itlk,','fl Ga*'vr,�'��v'� �.ixTMl�d>� 5:t1,��.�>r�fr',r��.�u6'"�.k�l..v� J ���f�� 1N&.L . {V�.wAiwi ��C'�J}Y�,-Y� ih8si��� M"CN"r.% M=� `" y.':Rk9i1�'4'��� �•�� `�h+.n.d.".:i�.0 3i } Av: 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. 7.112" 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ 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 fight 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 p `depth I -JOISTS BUCKETS N.T.S. SIMPS( w/(22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR--'•• • .. FOUNDATION INFO STEM FOUNDATION REINF. SEE PLAN n a r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @a MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A •° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS ' UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 11I 11r- • /r11T1/1 A 1 "-I Ir'%I 1 IAA Ir% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF °,. a cv G a I I I 1=1 11=1 Q— I=11_LI: 4 V G I a 4 III,�I a li 1�-- 0 SEE FND. PLN. SIZE & REINF. >N va N a Q ar -� :z a <scr, ,, M:, cD' C, u 2s tea '>r E m v 0 N 0 0 `d�\\StittPe+01� ,E;••��, V v� .' No :C7 IrA1,.. Ur To the best of the Engineer's knowledge, Information and belief, the structural plans and spedflcatlons 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 'o t6 � � 8 6 di M J at LL ( d V J L {. u_ CIL13o t%°' o 19z a9 W "� W =Nzd z QU) _ _ W ❑ ❑ c� V z � V I �- t�1 CD CD �4-J fQ LL, r_ � � V 0 w 8 vi G W q3. ® = 8 '! c _0 M3 a 0 � p w Q E U W-� na � i� o E iiU 0 Z co to b �w W 4 s8 0 NYz 4q K' �0 o r I— N U CQ �, T CO Cal c0 0 CD 0 Mr00 s O cc C m ILL C7 C:) 00 .— � N 00 O M .— ch N O LO .. C `? C O C,4 r E O M Z M Z O rn E O M C o .. ' 0 € J a- U Q O JOB NO : 23-00590-00583 SCALE : AS NOTED SHEET NO. S N 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & .� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO ° . BE IN ACCORDANCE w/ ASTM t>' -" D7158-CLASS G or H, or ASTM D3161-CLASS F, IN _ I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING -_ CODE 7TH EDITION (2020) RESIDENTIAL 8" ROOF SHEATHING - SEE SCHEDULE - IRSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB � AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND W1AXW1.4 WWF OR L DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c •� L i e0 z 6 MIL VAPOR Z r BARRIER C • — COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE " 4 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z SEE AIS3 OR J/S6 ­`' I I I I t I l 11 F FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /a GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 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 ALLV"-:x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-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.) NSULATION 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 REFER 7`0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE -'- - -- - -- O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O C) 2" x 6 W1.4 x W1.4 ATTACHMENTS i2" �� 6 x 6 W1.4 x W1.4 „ ? 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV. -0 -31 /2 2x4 CONT. A.F.F. $ ° I ° N , ° ° - - 31/2"(min.)- 4" L o ° .: 9 - _ 1/2"(min.)- 4" GARAGE DEPTH VARIES o •' 31/2"(m n 4" - �` - ��/ (2) #5 CONT. m ''ter (2) #5 CONT. 4� �� gN m 4" 1'-4" - 8" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CAS' uPENV c PAS' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C '0 �\o 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION I 1 I #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" „o O/C W/ 2„o X 3/16„ x 10„„ J„ BOLT @ 24„ATE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 1 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL PL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR to 11 MIN. 2500 PSI CONCRETE SLAB WI SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD "SIMPSON SP1 I 1 I (6)114 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] [ #5 REINFORCING w/ (10)10d NAILS � SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR �,P , � I 2x P.T. PLATE � PER MFR INSTRUCTIONS ASSUMED FINISHED € #3 OR #4 REINFORCING BAR N - - - o • n z #3 8t #4 LAP SPLICE�A GRADE 40 MIN. F740ksi]GRADE D FINISH GRADE °D [GRADE 60 MIN. F MONO OR STEMWALL z_ , - -0 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN °O FOR CLARITY 6 MIL VAPOR BARRIER °°. ° -_ - -1 #5 REINFORCING BAR R 1 7/8" —� ° ' _ f Z #5 I AP SPI ICF • - *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM TTI MT W/ UPLIFT ONLY _ D1557) m _M_ - = 4„ 10411 FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° a v GRADE 00 0 - (1) #5 REBAR w/ OPT. Tff - - = SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3l4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' S //-O.H.D. RECESS E !. / M ' Y SEE A/S3 OR J/S6-- -IL FOR REINF. INFO. 3" MIN. CLEARANCE V-4- (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD, 1/2" FROM SLAB OIAII 9 CONT. BEAD SEALAN INTERIOR a.. -31 /211 4. qv, .� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 1�II I N M 6 MIL VAPOR BARRIER INTERIOR WALL NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE LU U on A LU D° LU -I I REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR _ _ & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN � (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE EE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o W CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P,T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM L TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR L 6 x 6 W1.4 x W1.4 o W SIZE AND REINFORCEMENT) WWF OR FIBERMESH LU to . " BRICK PAVERS or SLAB PER v 0'-0" FIN. FLR.� COMMUNITY SPECS 4" 4" STEP NON-BRG. rK SCALE:3/4"=V-0" S3 : ••'1 ,� SEE FOUNDATION • . :• ,�, CONC. PAD INFO. r TAPERED COLUMN FRAMING rCD12� SCALE: 314• = V_T 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH CO E '? ° I IIL_ L= Q (2) #5 CONT. =1 I I ON 3" CHAIRS (TYP.) 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1 RECESS FOR -��—VARIES - i r WWF OR FIBERMESH S.G.D.(U.N.O.) � � I SEE A/S3/J/S6 --' l 811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS S.G.D.K�_M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I -- EXTEND FILL CELLS ci TO FOUNDATION PAD Ed CONT. FOOTING STEEL I I MAT REINFORCING. Q ' M GRADE LU z_ • w ww a gUj oy'= L za � M�Q FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N C �.. N �D z as •.:� N N O •f'J _-_ e� 2 Y qD � u C H a� :_ r, M 0 N 0 No PE 7 sC «try•. c.lAiL: t�F '4': 1)•'•• •'•:jr To the best of the Engineers 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 N N fig 32 Q C.)a zszs ik LL C LL -i LL c�LLLL SSS a Z 0 rn a rm� W 0 o Z u) N z Q ZN OU _ 'K W y ❑ ❑ z S Q a z_ W d � V OL,�g t,n v W • of _ � 8 U c Q 0 Q. N � o � fY w z J � ¢ a a�E o U wi =® oa is ° �¢o ° ° V ZQE ;v t g y cn � g Y Z 3 ° OLLLL o ° W n c�3 Nw O w� _N iig o r _Co N _ O T c6 (d o CD C�jI O � T C CO U_ O O 00 .— � N o c pOj d� 90 •O� 00 ` oo 00 N E C)M z° m z O E O w im E U °� c a ¢ p JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ WT4" O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (IYp) 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 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"Xi 6" 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. p DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SLR 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KBNMASONRY LAYOUT D S4 SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1)115 FOR CONCRETE PLACEMENT 7 � � • . � � _ r ��I� "III III III I�� ■■ICI I■1■ �IIII �II�� NOTES: 1O 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. 0 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J IY MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE T- lJJ r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED, KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR--------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 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. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31 /2"- SFFp �Nw 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" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP I iARAGE IOOR LJVVn 1 rmn r\ 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) 1) (2) (1) LSTA30 4' - 9' (2) (3) 1 (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 t� 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 TYR OQ �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SLR SIMPSON SIMPSON O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD Pv TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) F_P►T73I���1�i�R�T:Ti1�1 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 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' AB.,4 CE STAGGERED14 ATTACH ALL 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 M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —t 0 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 81' PDXIED A.T.R. t&NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING INTO 10d NAILS @ 6" ----(2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCKW/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT, & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP2 SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 54 B • SIMPSON SP4 w/ (6)10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON SP4 . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX, (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K�R REV. 06.24.22 SCALE: N.T.S. S4 N 0 C N a ra cc CC O O ZE a >< = in CU G a> ua 1W > y._ ma d � ••� S Cr F= d. V M 0 N 0 fo PF_73 5d tz :3 STA I E OF tQ "" Al To the best r, , e, information and belief, the structure, plans an �Aoadons contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 0.,E 8 N 0 " � ib Q 'S M 7 v .J LL LLLL a W d Z o f W go W Z r°�°'°' m Nz d J M 0 c J O U 8 W oa z z ti (n V) z o C1 N •0 u- o I 0 w s Ln LU *> � U spa d z c) o S g LL E o z j aLL Z® U c E co �` �U °z a Rz z ro a' It az N ao o �k Z� m J� :z W m '` 7 4 N W1 H h b i ix _ O 1 i N C� Tco Cia s T O N_ .2 00 iLn N O C:ai LL C) C)o 0 r N 0 N LO CV) N O c 0 o i_n pOj C r 00 00 N m p M o c CD E O ? = E ui 4 U Q 3 JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHj - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHj - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/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 GYPSUM WALL BOARD ATTACHED W/ 10d 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 OSB SHEATHING ATTACHED OS 10dX3" @ 3" O!C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT i DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END ��i� "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN ; �� AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR `� i i LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) ` GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ���`�`� 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� `� 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF �� ATTACHED w/ 1Od NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. ,NAILS `� @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & `� O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS �� 2x4 T" ON TOP OF PANEL 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8° "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES wl�2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. I I INSTALLED PER MANUF. @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO 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 1Odxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION K" 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N r" NOTES AND NAILING INFORMATION `� SCHEDULE FOR --Ill SHEATHING DETAIL BACKNAIL w/ .WOOD TRUSSES co 1 go 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING X RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT " � (2) 2 x 4' LAMINATIONS W/ (1) ROW " � " �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3') OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 ROWS OF ( ) O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1!4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL pq OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4"- i 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" 0/C GABLE TRUSS TRUSS VERTICAL x @ 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. S5 SCALE: N.T.S. �S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 t-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w! (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" = x r SEE PLAN FOR TITEN TO CMU ,�,{CONNECTION 2x4 7" ON TOP OF PANEL I [L EXT. WALL CONN, as 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1Odx3 @ 4 O/C L 2x4 BLOCKING W/ (2)12d TOENAILS , NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.0 i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT, BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #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 1063" NAILS @ 4" O/C. 3) SEE 61S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Cr ✓,90� 0 CORNERJACK C7 Q U w Z M O HIP FRAMING REFERENCE PLAN Z w CL BRACING w! (3)1 Od x 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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 ZBOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX 'V BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ElIYI�II� iA SIN MIm I b1.- lid 'A ill Fill 111111111 1111111� ON 151111111111111111 ON AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0 N vs CV a Car v c i ': - = " C3- co N .Q N C7 �J Q � N s s- E� . a� c� ao E p 4. U eM 0 0 E. PJ fir', �� c N0 PE, 1, T A, C.: 0, F J To the best of th rFs krpy e, information and belief, the structural plans and speaflcations 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. N y �r0r �_M FA a A,-�f It U. 0 tJi LL -9 a W OR R W�gG Z to co Z J us N () OU Z co W ❑❑ z � z i ( t/1 z 4 LL (0 �U Ow c y NUj U � E $ _ :I U Q N Q• II� ti z cn 2 � E w� z z® Q 0 � U F— z g oa U C &< Z8 � 2r 7 C z J18 m v 01. 2. y I `h 1 o W 7 3 q � � yL S r m N IT S 0. ° c o T I N t T (o CL� T_ E � CD cV 0— 00 LC > °cc C m O L o _ O H 000 '�-'� �- cM N COD OO T Ob CO r Coo N E M c O M O Z E L c co a E ai U .°� c JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN �j ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS I AC WALL THING TO ATTACHED 1/2" GYP WB PLATE 8d @ O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS 0 m 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD •j LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W r CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN i�s0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" U. GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH 1x WD FURRING @ 24" O.C: �lili ! ■ u-�u-;�-�u u—I. • , 1.��II�I Pill SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---. BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER rTE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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 LL 3. INSTALLED PER. MANUF. - SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6) @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w n- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE Cn TO CUT BLOCK OR POUR N SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED =1NISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN `—STD. 90HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION j REV.03.16.21 SCALE:3/4"=1'-0" S6 FLOOR TRUSS °P SEE FRAMING WEEP SCREED q z T PLAN ' . INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4r. r '-818i, C W/ 3" #5 ON CHAIR W/ MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION K'�S� SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B 15/32" OSB AK 1I EXPOSUREI SHEATHING XJL PROVIDE X II II BLOCKING AS REQUIRED PER D o SECTION X-X IF II II W NOT FULL a HEIGHT SHEET C II II z II III G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I T _T II 15/32" OSB F II EXPOSUREI � EXPO SHEATHING w II II II SOLID 2x Cn III III II II II I ALL S EACH N 0 EDGES (SEE III OPENINGI SECTION III C III X II II �W II [I x E W _ 2X STUDS III I III II II II BEYOND. y SEE PLAN o III I I I II I II I II II I I U) II �— JL-1_II I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING Ic 3/4" S 7r�—S'7f.- 1/2„ IT •— r — S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS (@ 3" O.C. STAGGERED FOR SHEATHING vaonr"i "i nr amn SECTION X-X T�7 SFF �oy, 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.) �F� 0' "?0, 1/2" SPACING 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye'. Z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. x © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL J w LL H O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O 00 ai w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0'* m LL O @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w o MEMBER IF GABLE END c u NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH , .�;�` . :d. \. • III —I 11-1 Ell a. • Sd NAILS FOR WALL SHEATHING MUST BE MIN, 131 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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 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'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (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 s T (3) # 5 REBAR ON 3" CHAIR —�I 4" ! 1'-8" W/3" MIN. CLEARANCE i ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. Cn N O !V C" N Q � . d -r0 i W o t 0 u EL I c� -n m x H C LL 2 cc N O ,•p EF ro d c A o M N N a `�tti:P:3i.fa0 0 rJo 7ri To the best of the Engineer's knowledge, infomwtion 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. 0 a S � N Cb °' ao le 0 55 fa � LL 4 C -� �+• W -9 LL LL a 13 a OL t Ems_ 0 W 0hG 0 W 20°i m I�9w'— NZ d ~ IL Z 04 Cn Z N OU U W o0 .42 z <� r N z Cm Q� 4--+ W to Y �tn � 's rz raFd 01 �_ z c� x a U_ i� p z9 K ao N Zo E= ri ❑a 9 rd is o U U z WE ~z �� Zoo fY g z 3 wro W �_ az O oLL�z U N F W`�� rb 0. J a = 4� X ;o 0 In T >� I— ui 0 C%4 Tco_ O `V C � CV-) 06 C m O O 0o LL O CV m o a T Q 00 0000 N 00 ' p M ��— o Z C)Z E O m a0 s Q o JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I \ 2x4 CUT ON BEVEL ' DOES NOT BEAR IN 1 1 WALL GLUED TO F 2x8 J_A I-, ALIGN THIS STUD WITH FACE OF 2ND RISER fl� T IN, I � 2x SYP CUT TO FIT I ' BEARS IN WALL I `s--2xl2 SYP BEARS IN WALLI . / I �-2x6 SYP / 1 2x4 SYP BLOCKING \, 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 61. 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD j STOP —2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS 1 I -I-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C I I ROVIDE MOISTURE ' \ PROTECTION L ACH ALL COMPONENTS / STAIR TO CONC. W/ T" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER �--� 2x4 UNDER STRINGER GLUED AN 2x4 DRAFT STOP NAILED TO LANDING BLOCKING x8 SYP p 2x8 SYP DRYWALL STOP 2x4 PT NOTC MUST NOT TOUCH I k\INTO STRINGER ' 2x SYP CUT TO FIT ' I STRINGERS G 't, D BEARS IN WALL E2x8 BLOCKING FOR STRAP 2x8 SYP I 2xl2 SYP BEAR,1E I \ IN WALL � 2x4 BLOCKING FOR 2x12 SIMPSON A3� I 2x4 PT UNDER 2x12 OR LSC EACH 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER �Zz/z 2x6 SYP 1 FOR STRAP 2x4 SYP BLOCKING / \ (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) PLAN VIEW 2x4 CUT ON BEVEL � AT STRINGER CONTACT POINTS DOES NOT BEAR IN SCALE: " = 1'-0" WALL \ / SECTION VIEW "D" SECTION VIEW "Ell 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 / \9 / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED 2x� I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW �' J_ SCALE: J" = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _-----2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK �x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE- — AT STRINGER CONTACT POINTS B � f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4"GLUED AND NAILED TO STRINGER i KOR DRYWALL SPACING H SCALE: 1" = 1'-0" —, NOTE: 2x8 1 DRYWALL STOP NOT SHOWN SECTION VIEW, ' - " STAIR CONSTRUCTION DETAILS E SCALE: �' = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR STRINGER \< OPTION: 2X4 CUT ON 7(2) LAYER t" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 ATTACHED LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" - SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE LE� 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SE CTION VIEW SCALE: i" = 1'-0" SCALE: 1" = 1'-0" 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) FLOOR TRUSSES JOINT -TO )ISTS) u 2X STRINAR 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AIL \34D OR 2X B1_05 SING 3F�D / RISte / VARIES-,, ECTION VIEW "H11 SCALE. 1 = V-0" M N O N c� N a: - 7^ L eN 4 .•A..� ..T 3w =_ E: !� a t3. U 0 C+M 0 N 0 NN� • r r:o PE.73750 �.' STAT E OF 1Al for . ' ..:' r�Y r'•� i,.. ��= ►� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E a o $8 N N tm �p 0 � My qk � a LLa LLLL311: z �� a 04 MZ d04 J ILcc z OU90 W z� zoo N fl C1�_ R U 0 ® w E . as S Q _o N m o � w M O � ara < Jo5 Es Eo V wLL z Z® o a Fm r6 i w o p U z COO ¢r n'n, tt� can > C `_ mo zu z v � J H aZ � G 8 g az W mC13 3 Wo =LL a F 0 o r— T rn N 0 c0 �, O _ r- _ O M nCU s+ �e Vi O m M O CD 00 T N � O N � C0 Ot O LO 00 o N E O Ch O 0 m z u� E O m E v c JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 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 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOORJAMB (REFER P.T. TO PRODUCT �_ TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 E r 1x4 P.T. 3/16"m X 3" LONG r FURRING 3-1/4" LONG X 3/16"o �- FURRING TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH iX8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON 16" O.C. & 4" FROM DOOR JAMB (REFER 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1 4 112" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT x TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. a 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ L 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 CC SCALE: N.T.S. 1;C 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 ri SCALE: N.T.S. SS 2'-0" 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 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B r1/4" MAX EMBEDMENT INTO ) 1F 2'4" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS 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 1x4 FURRIN PROPER INSTALLATION MAX' a" t FILL SOLID BOTH CELLS t #5 REB� (TYP,) STD. 90' HOOK (1 I/, 1�:71 JL I ±5A \_ NOTCH WEB AT FIRST 2 COURSI ,APACITY = 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"x2114" 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) 8d NAILS 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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * 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 NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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. FILLED CELL PER FOUNDATION PLAN ,R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS �0 #5 REBAR (TYP) 1� 101� 10 90° HOOK (TYP.) @ FIRST COURSE .411111, 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 314" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION f H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD F CHANNEL, I I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW— �--�1- - CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU WIT NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE i — - -- _ _ J STRUCTURAL SOFFIT SF01 SCALE: 3/4' = 1 0 ( ) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN ?XOV4 7 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J I + IF TRUSSES USED) W/ (2) #6 X 4%' WOOD + SCREWS @ 16" O.C. MAX. OR IF MASONRY + + WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + O.C. + SECTION @ ENTRY L TRUSS SCALE: 3/4" = V-0" SS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL MASONRY WALL. SEE PLAN FOR SCHED. REINFORCING. PROVIDE LOWER HOOKED DOWEL PRECAST LINTEL #5 CONT. TOP & MID W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN, 3 COVER 6'-0" ► . xt, i p e' P o ► a o ;° GRADE s A M p . . Z_ � OIL •. (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" =1'-0" 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR T-6" TO 4'-0" O.H. 4FNGTH (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE: Si-t - r -v CFF CHFFT n9 ANTI Cr Z O 9 0 W I— U FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" ISH • . .. Imo' Y • • ►: ► .. #5 BAR p 1A • D. ► • ; .• • CENTERED W/ ►•. e • • �► IN TOP 4 ► • * .0. KNOCKOUT / N CHAIR BLOCK MONO FOOTING • SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .► •• DIRT Z ••. ' STANDARD Q 96 HOOK N #5 BAR IN FILLED CELL - L �s �.►•♦rr�•♦ ♦��•♦ ♦1• ♦dam• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT 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 a g EXISTING FOOTING (2) #5x6' IN CONC. cn N FILLED CELL DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. _N Cn C 0 C%4 C= cu < co �•-.: C C1 m o v C ry CU Y >E cu aq[ 0 3 �° r 3: G.a) c� w = c c= a— �E � o a � w M N O N 1 �7 ,,��Stettt!.,I Z � No c, u� No PE7£7 * �k STATc: C.,F ; To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering poftlons of the drawing pages bearing Engineers signature and seal. a► W l E 0 IV Nc aJ aJ ej M V - LL zs a. J LL u- 5 a � _ — -d a S2 L m it 1R ooc W M IN �T w MW Z 04 C, =04 Q Z OU 0 0) W ❑❑ cf a � - Z N z z o a N z 0 c� LL Cn •U � 10 O —� w � in c „ LU LU 8.19 = y o s a rMi U o in Q Qa p w z® 3 U � U E.G .Z z fU as w0 wz C� Vi ca qz �O Z� 0" z n, > Z �� �uU a W A � m J K NW � a LL R �� o a� w� 5 o .s r' LI I— cm B N (M C01 >. _ T c$ (o ? O T _ `U C O tLM00 �+ O v CLL ca O 00 .-- CN N Lta r M N CD C G r 9 00 00 N E00 C C7 0 Z rd Z � O E O iri '^ m .. a U Q 0 JOB NO : 23-00590-00583 SCALE : AS NOTED SHEET NO. SS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING WEB CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS -� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH HI -1c f if 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `-TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE " CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —, WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS _7 PROVIDE 30" LAP SPLICE @ F.C. REBAR. /-(2) ROWS OF 10d NAILS @ 4" O.C. MASONRY FLOOR TRUSSES SEE PLAN @ 24" O.C. 1-31 17.E-rnCAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) J"x3" TITEN2 SCREWS @ 16" O.C. - ROOF YYSTEM DOUBLE KNOCK -OUT TRUSS ` BLOCK W/ (1) #5 ALTERNATE: CONT, IN EACH - (2)2x8 SYP #2 P.T. _j HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER' 4/D1 SPACING SIMPSON LUS26 w/ SHEAR TRANSFER �P- SIMPSON HGAM10 @ (6).162" x 3 1/2" NAILS TRUSS TO LEDGER & EXTERIOR. WALLK52 - 4'-0" O.C. T & B (4) .148" x 1 1/2" SCALE: 3/4" = 1'-0" FLOOR ATTACHMENT 50 LEDGER DETAIL 51 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP 2) SIMPSON SDWC15600 SCREWS ( @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE - FLOOR TRUSSES @ FLOOR TRUSS FOR AN t 24" O.C. AREA 5 1000 SQ. FT. OF --...-. -....--- FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING / = MASONRY w/ (2) ROWS SHALL DIVIDE THE _ 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO - MIN. 5" EMBEDMENT @ _ APPROX. EQUAL AREAS. _ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL SCALE: 3/4" = V-0" E'•$I3I&A111►1! LAP SPLICE 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. 0 o I 0 SPLICE o 0 0 0 o I o 0 0 0 2'-0" SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1A" n (' IIIIIIIIIIIIIII[m:1 E LIR E L11P E LEI [ED IIIII,--IIIIIIIIIIIIIII'lllllllllllllllll, IIIIIIIII,- nomm'= (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. --., PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnrrru cTn mc NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA DETAIL - ADJACENT TO TRUSSES SHAFT LINER GA FILE ASW 0810 SCALE: 3/4"=1'-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS �. ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) --- - (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN - - MAX VERTICALLY NAILED FOR RAP . TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ / 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHPOOR FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEN AND SEALED PENETRATION AREAS W/ - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-/ (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —� 21 no (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d /-EACH FILLED CELL (TYP.) COMMON @ 6" 0/C TO 1x P.T. BASE NAILER ONE SIDE OF THE to STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING ---- -- SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX EQUAL AREAS DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP.'IS" MORTAR (TYP.) Z ..a ga U) N CL 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 4 (4) #5 CONT. TD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"= P-0" PRE -ENGINEERED — FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 5301 FOR LEDGER CONNECTIONS 1/2"GYP. BD. ---_ (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQUI TREATED,' C AN SEE PLAN TOP OF PLATE ""—TOP COURSE W/ �-- LINTEL SEE PLAN A SEE PLAN WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL F.F. VARIES WITH N SITE GRADES SEE PLAN N T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 c+� 0 cV T _ cN db ZE o� C 64 U N - x n- �a N C7 N WCy •Q N Y W m ai a� ra a N 0 N ,��istae�,a N No R E fit• % : ,q. — , ,• ST.4I C. OF ifir.Y R�� *'••`C�` �r�rt:ttt::•� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. MF g8 0 (A 4 0d 91 0 M v J '. LL U- a a _ @cn sc Z LLW Co J Ln N = O U rvi� W El 11 cn z � 1 � -' - 10 N z ■ Q) Om mw V O CA skyL U Qc < m o i J q �a a a2 �C z® O 9 ra g E U w 0 az Z cc�z d 'o a w$ wZ a� v cn c £ d3� m� o� Z iz ern o SW W CIE a� a� ° T 12 I— N 0 cfl � T (9 �j T T co c O M n s+ N Ob � r- C m cu O 00 UL O O LO F=-- 0�0 O O � T U.)00 00 ' N E E c O O CO Z 7 E O to B C re 4 o U Q 0 JOB NO : 23-00590-00583 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM (NSIDE EDGE WINDOW FRAME WINDOW BUCKF 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 CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure r 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 SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asoRstructions in each detail that corresponds to the numbered items in the list 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 �n�n"vv SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE v 3 WEATHER VE BARRIER & i'ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT 4 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER v 4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z Z rig. l a- Ix W a co = W U U IL Lu Lu o N DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING rTCH 1HERED FLASHING 1 2 4 5 / I I �I I I ;5 I I PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A 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 (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means LL BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. -___a e_ WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 71 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING AM 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be pp g y g� y g FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING �' 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 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. -7 Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. 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) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF j - --- ---- \ DRAINAGE PLANE WRB BOND BREAK WRB I n I ; 1 SF LATH I I u I it I --------------- ER STOP NUOUS BACKER ROD LANT 4TITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. a�t;•ii00�, 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 ire CV O !V r o C" n N _b C= a 6 Q C N C.J C-, i 41. x N O Q N � E� i � C Lr7 S CL' •� T s � o d U 0 ch a C'V rn 1 CV `>>>Z1E[fl6i7r7° IN ` C- i U j" e• No P-53 " STATE or ' U`t✓,/�...... .e To the best of the Engineers knowledge, information and belief, structural sctural 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 a (a 9)V 4 10M0 CW �5LLii w Lu a c , 0-_ tmo �. :•MNCO IL 2 a N OU 0 Z co ❑❑ z 9 z 4--J v� f0 w .0 1'C+ O - N �V) c U3 U c 0• C',O0 1 Z Z M J LL Z . O m ¢ z o a ,n E a3 0. Q o � EZ r Z � a wo w= C/> r0 �_ 4 z za �� o gz Zv � J 3 L W a Cj �E z zla c cT--- rn e a T m c6 T 0 T_ T (0 c O o 1 LC) O a C mLL O 0 60 .- E CV _ O N Ll') H 4-+ r 00 CN C CD O U) Ot r 00 N M 4) � O o Z M Z o E O c E ?3 o U ¢ 0 JOB NO : 23-00590-00583 SCALE : AS NOTED SHEET NO. W P HuRRicAn�E Mounting Brackets (10 Gauger +V2•x 4-112' x 2-12" See Anchor Schedule Batts 112" Dia. A32S Galy. (Tip.) 0 1 T 0 � / ' 1Y145e1f-[killing Screws A/C Unit Bt2cturn Edyr • Hurricane Strap (TVplcal- 3 in front) Front Cross Support (May the Cut to W) Left Bracket (16 Gauge) p 14 Self-Driling Screvys Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: t Each side for hurrlcarle use) Washers / Self-I.ocking Nuts :+pudic Ara-- -ri Instrlauten afe )uuuve.leJ weth rxh 1-1.1 oc ,A.r fldr z ltaisd Sd Desr g avAll" upon tagtswt l Liaml fee *a apply) Back Cross Support (May be rut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Page l al Building Codes and Standards 12ner2g71 Product Approval Application Detail rtsfti Ilndryat am Ate, paePBl4og Rea Mule Ylalnn Nes1dagam ionlacA jOdl11161& Ut Validated &l YMO" laemtned mAmrovsi Aga[g)ag it= Amrmdbn 2020 am.m Vent Produda Inc Mdheo Gahom Horace IF N-. P E. La4ss Baadan RE, 12MOM20 12//62020 IV24IM20 APpowd CasegarY: atrucrual Canporents (677) 441.8388 PE-73775 (334) ND-1600 •IJbCM*Pry: Products hhoduced see Rest at Wo@snanvantcan Nw Tea rnology C"WILA to therm* Evlluation Repan am a Florma Registered Arohnxt or a Uanted Floods Prdeselonel Engineer tla Approved for Use Approved for Use � otdm gaga rear t•rodtd re,nber er His-. Lfadll L2uow 0 I, HvMZ 2ADigL= aujiuM& 2usaln 1 $mdVanf Modal 015M0510 Duel Function Flood.nd Vanaetial Vain IZ 2023 Ya Yee N/A •100L1D0 2 9rradVerd Moth N1540511 Dual F.Ad- Flood end Vena.6on Verdi 12Al2o23 Y.. Yes NIA •1oDA 100 3 &8 nerd Model N15405 In tested Flood Vent I 2M Yes Yes NIA •t00F100 4 Snadvent Mods l 01540-321 Impaled mood Vmt 12/312023 Yes Yet NIA a100A 100 5 SmadvJerd Morbl JN540-524 18Lqud; Garage Doot Ftood Vom 12,312023 Yes Y.N/A N/A 6 SmartVad Mobs#1540-570 Wood MMllnsuisted Fdedvent 12032023 Yes Yes NIA •iWIDO 7 amAnvard Model W 54CW4 14 6Lq.,[ Gime. Door Flood Vent 12/312023 Yes Yes NIA WA Florida Depalmant of Business & Professional Regulation eagr i al Building Codas and Standards m4rA21 Product Approval Application Detail sgne apmLQC pale 120 pet*fyolba gore Alga XNS= MfMdAailut f WIM ADRM tarLMM Y&kWmLk YMIGM AMMM%g PBGdmmM EROMYW a m Rewaon 2020 Drexel Metals. Imo. Jason Brume&* Zachary R. P0411 Looke Sovd. P.E. ota'Io2020 OWWM20 OMM020 10n32020 APProved Cat000ry; Roomo (.0021303-1511 PE-74021 (334)300.1a00 auDCaegory: Metal Rodno Ish-talildrermer.c*m Campaarece Method Evaluation Robot: from a Flail. R.0110rad ARhaed ors Licensed Flende Praessiona Engineer FL*l7a 4t]I PM aMn gmayAnume Approved for Use AMOVed for UN 1111M anim Ithillaw ProduMlM.ododbn COW§atttlelatlonode inNVKZ outside KAU Btlim emum 1 Drer.i M.lel RooMp 9yrems Da1C 100N5, DMC 15088, DMC 175S, DMC 2008, 12f312025 Yen No NJA +a-1ed DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2of4 1r2 3 fM22 ��k;�arlG'1i1[Y:`.im'n��� k SY. ���.Yrk�r. vL�`�L� 1. "A4'T+ 1��n°1'�i �;,Nik". .: -,.' w.t� TUWff.1 '..; � `k"'v b `ifn'b'Ri� ..:.....:. ... .. : ,, °e ll'iL'•+AaE?�3%La Ifip�j Oats Pandinp 20 Tlmt Vi reran sa4 Mamuran Contact Enpin sera Linens velimed By Validated aubm laetl FBC Approval Aoorovad &latua Revision 2020 Therms-Tru Corporation Steve Jasporson Lyndon F Schmidt, P.E. Ryan J King, P.E. 04M&2021 120112020 0422/2021 Oamar2021 Approved Catm9mv. Exterior Doors (1100) 0437626 PE-434M (813) 767-eAS SuldCasgely: Swinging Exterior Door Assemblies .josp-n®8lermabu.co Compliance Method: Ewtuafien Report from a m Florals Registered Architect or a licensed Fbrda ProrerLlonal Engohear PLM2aea-rt6 Produces Q ualfty Agaynpga Approved for tlaa Atlorowd for UM ImpiGt Caelpu hu Product Medal. Number nr thane p Oordract Expiration Date 11 HVHZ 1 a. ThemraT Fiber -Classic and Smooth -Star Nominal 88,0199,0 &quotlnpact8quot Opaque 12131J2022 No yes Yes WA Composite Edge Fiberglass Si+gle Door (InsWngrOutawng: X configuration) 2 b. Thema-Tru FlbeNCUWC and Smooth -Star Nominal S&e39;88quotImpact5quot Opaque 12131r= No Yes Yes WA Composite Edge Fiberglas Sirgle Door with Sidelal Onsving/Ouls7Ans; XO, OXor OXO cordn9urabon.) 3 c. Therms-Tru Fiber -Classic and Smooth -Sir Nominal 8&N30;8 &quotlmpactlLquot Opaque 12W12022 No Vs Ys WA Composite Edge Fiberglass Double Door with or Without Sidellts (IrlsNing/Oubwing; )Oor OXXO confpuratonp 4 d. Therm-Tru Fibsr-Classic and Smooth -Sur Nominal 8&4r39;0 8quotlmractAquot OR quo 12131/2022 No Yale Yes NIA Composite Edge Fiberglas Shpla Door OglOunawntowhg, X configuration) 5 e. ThemvTru Fibsr-CI&"C and Smoath•Stor Nominal BM39rO 8quotl mpactill Opaque 12131/2022 No Ys Yet WA Composite Edge Fiberglass Sagle Door with Srdelee(s) OnsW nWID.tmrig; XO, OX w OXC con8gur.l.re) 6 f Thxm-Tru Fiber-Caasc and Smoc"tar Nomimt 8&M,,0 &quotlmpact&quot, Opaque 12131/2022 No YM Ys NIA Corn=* Edg9 Fiberglas DoubleDocr W thcr Wthout Smelit" (1txMngnoul3Wng; XX or OXXO contgurations) 7 g. Theism -TN Fiber-CMWc and Smooth -Star Nominal 9&M.8 &quoHgmcfagwt, Olwad 121312022 No Yes Yes WA Composite Edge Fiberglas Single Door On 9/outewr,g: X configuration) 8 h Themns•Tru Flber-CYWc and Smceth-Star NOmIne158N3R8 &quotlml.*ctSgtlot Glazed 12/311= No Ys Yes WA Composite Edge Fiberglass Snob Door wxh Sideiile(s) OnswrgldJuwing: XO, OXor OXO configurations) 9 1 Therma-Tru Fibef-Casac and Smooth -Star Nominal SSA 9,8 &qualmloutaquot Glazed 1213112022 No Ys Ys WA Composite Edge Fiberglass Double Door Wth or without Sidelines (InevangfOubswng: ))(cr OXXO conngurauons) 10 1. Therm-TW Fiber-CIaWC and SmoothSsr Nomina198N39;0 116quotlmpact8quot Glued Composite Edge Fiberglas Single Door 12131=22 No YM Yes NIA (InsWrlglouttwing; X eonegu "on) 11 k. Therm-Tru Fiber -Classic and Smooth-Sar Nominal S&#3 :O &quW pacr&quot Glazed 12/31r2022 No Yes Yes N/A Composite Edge Floarglass Single Door won Sidelite(s) (InsW ng/Out5YArg; XO, OXor OXO configurations) 12 I. Therm -I'm Flbb&CaWe and Smooth -Star Nominal 89M.05quotlmpsestil Glazed 12t3l/= No Yas Ys WA Compete Edge Fiberglas Double Door Won or without Sidoltes OnswinglOuld-g; X(or OXXO configurations) 13 m TMma-Tru Fiber -Classic and Smooth -Star Nominal S&M,b &quotlmpat quot Glazed Molded 12012022 No Yes Yoc WA Open Composite Edge Fiberglas Single Dos (In wirictOutswrg; Xconfiguration) 14 n Thema.Tru Ffber-CMWC and Smooth -Star Nominal 85N3985quotampact1lgtlot Glued Molded 12/31t= No Yas Ys WA Open Compete Edge Fiberglass Single Door Won Glazed Modsd Open Sidol)s(s) (ImmAnglOutewing, XO, OX or OXO -fig. rabona) 15 o. Theme-Tru Fiber-Clo tic and Smooth -Star Nominal 65p39,8 5quotlmpect86quot, Glazed Molded 12131f10Zi No Yes Yes, WA Open Composite Edge FlOerglaas Doubts Door Win a without Glazed Molded Open Sidelnn (insWrgJoukwne, XX or OXXO oorlfiauratiora) 15 p Th.-Tru Fiber-Clsic and Smooth-Skr Nominal 986939,,13 &quotlm xAc%quct; Opaque 12/312022 No Yes Yes, NIA Composite Edge Fiberglas Single Door with Molded Open Sdolihe(s) (InswinglOutaiing: XO, OX or OXO configurations) 17 q. Thermte-TW Flber-Cleslc and Smooth -St r Nominal S&M3D;88quotl mpact&quot Opaque 121311.2022 No YM Ys WA Composite Edge Fiberglas Double Door Wth or vAthout Glued Molded Open Sidelil OnsWrgioul8whg: XX or OXXO configurations) Florida Department of Business & Professional Regulation pop + a+ Building Codes and Standards I1012021 Product Approval Application Detail �6•tw ��6';hba,?p.�3{�i� -, 'Y ?��Yt1" Y.Pli2" �. kl. ilv.neYN'•NCP.I� ::.� rtam 900W [ au au 202L M eau mm Wall mm f..rw Contact Sminew A Lomas YYmmed a, William ju MM" FeC Ammer Approved jUaM Revision 2029 PGT Industrise Jan. R*sweld M.r*N,* OCCO- OEM Maml-Dad. SCCO - VAL 11/192020 1orism29 1124=0 AW-4 Gregory. �ttedor Doors (941) 48"100 (788) 315.25K Ovahogor. Silting ExWw Dow Assembles )roswtM®pgundusae..e Ceppv-Mrhod: 0"Itall. Mad a Listing an famiAnamoll Quality Asswulter AmrovirdicrlMs Anarm.dfor Uso 11111M ROM rear rrarlr a seems 8 t90D5':0 (urge Missile Imp.d) f7p�,Qpg(Jpgpp Vinyl Suring Glsa Deer 4oglfaolErWtatitlnmLL "vloz GLAddltnlmi 04n42021 Yas Yea Rom" IOaWIn Yes WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the 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 Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTi*u Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 ThermaTFu Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 1OV20 FL11206 +35.0/-35,0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 F L261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING Jaynes Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undeda ment FL12328 NIA 6/29/2023 Plyglass 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. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strom -lle see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/3112022 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 _Weyerhaeuser D. MATERIAL Cast -Crete Corp.High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/2&2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Paper d3 125022 N ' k offia"0. .. FI r 1 , rim CpamAc pats 29a, DoMaPardlna 2im I= version Manuradurer S ontwt Cnalnaer a LicenM validated By Validated autiontifind FBC Approval Awrovjg Amu Revision 2020 Thonna-Tru Corporation Steve Jaeperson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 07123121720 07H2/2020 07129=0 10J13f2020 Approved Category. Exneior Doors (8001843-7628 PE-43409 (813) 757.0555 aubOntagory, SWrgtng Ekterdr Door Assembles a)espermnothemiabu co Compliance Method: Evaluation Report from a An Florida Registered Archtacl or a Licensed Florida Professional Engineer Ouallbl Assurance Approved for Use Apnroverl far floe Igt QUM Seta Product Model. Number or Name Product Description Contract Expiraton Dote in HVHZ Outside H"12 Raishreent Pressure 1 a. Therme-Tru Fiber -Classic and Smooth -Star Nominal 51N368 Bquotlmpact&quot Opaque 12/31J2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inwdng/Outswing; X canfiguralion) 2 b. Thermal-Tru Fiber -Classic and Smooth -Star Nomiml 6&M,8 &quotlmpad&quot Opaque 12/31/2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door with Sidelte(s) (Inswingl0ulwWrig: XO, OX ar OXO conngurabons) 3 c. Thermo-Tru FaronClessic and Srmool"ter Nominal6&N39,8 aquotlmpactliqum; Opaque 12131=22 Ys Yes Yea WA Composite Edge Fiberglass Double Door Wth or without Small"" (Inamrg/outswing; XX or Oxxo, conRguraflona) 4 d. Therm-Tru Fl banclenlo and Smooth -Sur Nominal 5&OW,,08quoOmpactaquot; Opaque, 12r31 r2022 Yes Vas Ye, WA Composite Edge Fiberglas Single Door Onsmirg/Our aving; X configuration) 5 .. Th-m•Tro Fber•Classc and Srnooth•Sbr Nominel8&N3D,0 Squotlmpaa5quol Opaque 12J312022 Yes Yes Ys WA Comport, Edge Fiberglas Single Door with adNb(a) 0rnwingtoubrmnp: XO, OX or OXO configurations) 6 f. Therma-Tnu Fiber -Classic and Smooth.5tar Nommal W41391,0 &quotlmpacz8quot; Opaque 12J311= Yes Yea Yas WA Composite Edge Fiberglas Double Door vd h or wthout Sklelites (Inewirg/Oubo wng; XX or =0 configuration) 7 g. Theme.Tru Flber.Clessd and Smulth•Ster Nominal 511030, 8 Squat lmpoct&quot Glued 12/312022 Yas Yale Yea WA Composite Edge Fiberglass Single Door (Inawing/Ordswirg; Xconfiguration) 5 h. Therms-Tru Fiber-Cassic and Smooth -Star Nominal 0&8*.8 ftax:lmpea&quot Glazed 12/31/2022 Yee Yea Yee WA Composts Edge Fiberglas Single Door with 811*11(ta Ins"nglOubwing; )(0, OX or OXO coIfipura8ane) 9 i, Thorn l-Tru Fibw•Classio and Snloolh-Smlr Nominal 5&N3�It 8quotlmpact8qua; Glued 12131 r= Yes Yes Yes WA composite Edge Fiberglas Double Door with or v4thout Smells (IneMrg/Outawanp; XX or OXXO con0guratlons) 10 )Therm-Tru Flbor•CMdc and Smooth -Stir Nom1na184N3S 0&quot lmpaat&quot Glued 12J31r2022 Ys Yes Yea WA Composite Edge Fiberglas Single Door (InsvinglWtiArr g; X confgurafion) i 1 K Tharmli FEer-Clo sic and Smooh-Star Nominal 8&*W,,0 ggUatimpact&quot Glazed 12J3112022 yes Yes Yes WA Composite Edge Fiberglas Single Door with Strlelts(s) OmWnglOulsWng: X0, OX or OXO configurations) 12 I. ThermtTru Filow-Classic and Smooth -Star Nominol 8&R390 aglad;lmpad&quot Glued 12/ ll= YesYeasYs WA Composite Edge Fiberglass Double Door veth or Without Sidelhs (Inwvirg/Outsr irg; XX or OXXO configurations) 13 m. Thentri Fiba.Cinsic and Smooth -Star Nominal 5&N395 &qucttmpact&quot Opaque 12131(2022 Yas Yea Ys WA Composite Edge Fiberglass Single Door Wth tsquotNon-ImrMa&qua, Smalte(e) (Inmi g/Oulamng; XO, OX or OXO configurations) 14 n. Therma-TN Fiber -Clack and Smooth -Star Nominal 6&s391,5 &gUatlmped&quot; Opaque 12131/2022 Yes Yale Ys WA Composite Edgo Fiberglas DoubleDos wah BquotNon-Inso 5quot Sidolibs(Inwiglgnswne: OXXO configuration) 15 o. Therms-Tru Fiber -Clara and Cmiooth-Star Nominal 8&N3QD 80quot:tmpsct&oven Opaque 12131rM22 Ys Yes Yes WA Camposih Edge FlMglaas Single Door With &quot impad&quol; Sd►Ite(a) O nawinglOutwMng; XO, OX or Ox0 oo Nurubms) 18 p. Thermo-Tru Roar -Classic and Smooth -Star Nominal 8&MO Bquotlmpad&quot Opaque 12J31/2022 Yes, Yes Yes; WA Composite FAge Fiberglas Double Dow vyeh aquot;Non• rnpad&quot; Smellbas (lnswing/OutsW hg; OXXO configuration) 17 q. Therma•Tru Fiber-Clssic and Smooth -Star Nominal 5&#WS 8quct.Non-ImpiseM,quot Opoque 12J312022 Yon, Yea, No WA Composite Edge Flbegles Single Door (Inawhg/Ouro ving; X wnfigureton) 18 r. Thenm-Tru Fiber-Clasio and Snsoalh•Star Nominal 011,9398 koct:Non-Impeot&quot; Opaque 121310M Yeas Ys No WA Composite Edge Fiberglas Single Door with Sldaee(a) prowingtoutemno, XO, Ox a ONO configuration{) 19 a. Therma-Tru Flex -Classic and Smooth-Steu Nominal Still SquotNon-Impactill Opaque 12/31r= Ys Ys No WA Composite Edge Fiberglass Double Door vAth or vdthout Sktemec (Insov nVOubpwng; XX or OXXO conngurstions) 20 t Therma•Tru Fiber -Classic and Smooth -Star Nominal 8&N99D 8quotNon-Impect5wot Opaque I V312022 Yes Yes No WA Composite Edge Fiberglas Single Door (InseA glOsobs-g; X confgunrl on) 21 u. Therm•Tiu Fibx-Classic and Smooth -Star Nominal U0139.0 &quotNon-ImpadBgtpt Opaque 1W31 r= Yet Vas No WA Compoene Edge Fiberglas Single Door with Sidelto(s) answny0utswing: XO, OX or OXO Word"Ianonst 22 v. Tharha-Tru Fiber -Classic and Smooth -Star Nominal B&N39;0 &quot;Non- Irrped&quot, Opaque 12/31f1022 Yes Yea No NIA Composite Edge Fiberglas Double Door Wm or without Sldelites (Irsving/Oulawing: XX or OXXO confpuratlons) 23 w Therms-Tru Flbx-Clo uric and Snlodh-Stor Nominal 0&N3688quotfslwh-Iflpad&qudt 4lued 121312022 Ys Yes IJo WA Composite Edge Flborglm Single Door flmaAirgloul nv rg; X onfiguation) 24 x. Thema-Tru Fiber -Classic and Smooth -Star Nominal WA%8 &quothlon•Impadquo1; Glued 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door vmh Sldelte(s) Onsw(rg/Outsvdng; XO, OXa OXO configurations) 25 y. Themro•T7U Fiber -Classic and Smooth -Star Nominal BSn39;8 &quotr orl-ImpadSquot Glazed 12312022 Yea Yes No WA Composite Edge Fiberglass Double Door Wth or vothout SldeMas (Irowhg/Oubwing; XX a OXXO configurations) 26 z Therms-Tru Fiber•Claesle and Smooth -gar Nominal SSIM;O &quotNcr lnV Mquot; Glued 12f311 YM Yes No WA Composite Edge Fiberglass Single Door (Ima unbon) 27 za. Theme Tru Fber-Classic and Smooth -Star Nominal omin 8&NM:08ouallo nlp.z4&quot Glaxetl 12131/2072 Yes Yoe No WA Composite Edge Fborgless Single Door with Sidelibei OneW n giOubvvirg; XO. OX or OXO cor fillurabons) 28 zb. Therms-Tru Fiber -Classic and Snlo thSteir Nominal 88ip980 &quotNor Imp%cx%quot Glued 12r3lr= Yes Yea No WA Composite Edge Fiberglass Double Door Wth or V Mr In Sm.ln*o OmoArwoubrning; )(or OXXO conf guradon.) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail' Page 1 a2 'may ,ems.__. J- . ... ���.r �3,r� '��•�5S���rc, .. ...,.. «. , ... ro . •>� .,e'it� .w:` 29sk antitya Ate. At! Chad, Pftdm mm Yaaan lVmlOtliluL Gmtie;i andrererlLMsinsa Vrdrndar Yalaaaa jmeam LIIGAgund A920no Rom Rwabn 2020 MI Wlndow4 and Dsrs Srem Solver Luis Roberto Lamas Steven M Ulch, PE 100W2020 t(W6J2020 10/192020 IV15J2020 Approved Cate": Exterior Owe (117) 3W-3300 PE-M 4 (71T) 317-6154 "Cregor Slang Extarlor Dw Ana, a b0ingerilL.W.eom c mpllerrce Medloa: Evaluation Report tom a Floods Registered Ar4fIIbC1 we U OW Florida Prorot.lim.i Emilareer [LetSls9AS PndwM 9BIRM AsMirnfd Approvedfa Usi Approval lair Use um pawl jape hedud MedY. Marble a Harris Product .D�Id 9D &lbllfOl.1 6QYe In MVMZ outside AliBII WB Mealy! 1 BERIES=UMINUMSW SERIES 420 ALUMINU M SGD OXO 12r3l2024 No Yes No N/A 145-3/48qudX806qua: NOKREINFORCED 2 BERIGE 42o ALUMINUM 6O0 SERIES 420 ALUMINUM 9CD OX XO, XX 12l312024 No Y. No N/A 96aquts.80&qud', MON.REINFORCED 3 aMIE9420AlUMINUM agO REINFORCW SERIES 420ALUMINUMISGOREINI'DRCEDOXD IZ1312024 No Ys No MIA 14sL4&gaav0%qua: 4 BERIE3420ALUMINUMOM REINFORCED 8ERIE:8420ALUMINUM SOD REINFORCED Co.12012024 No Yea No WA X0. XX 966qud5&q X9ud: 5 SERIES 420ALUMINUM SM REINFORCED SERIES 410 ALUMINUM WO REINFORCED XXX 12/312024 No Yea No WA 143aqua:rseaya; Fonds Department of Business & Professional Regulation Page i ar5 Building Codes and Standards IaR021 Product Approval Application Detail GM j gux eta ant 201MAM 90 lYae Yensim yrmmed aM YJIIOIWIjuagitai FSCAWFOVII Apam3aM aaka Review 2D20 Wrvin►Oskorl.. division ofdvsmeed Door 0w.1m. Kanbh John E Sole J.Ray P Auneson. P a. 10/1211D20 D9201020 1023.12020 12M5/2020 Approved CorpoMtdn (330)783.6121 PE-51737 (904)821.5200 c spery: Exisd r opens dkaNM1@wsyne•bgm.c SubCosear. Gedtaial Exterior Door Arexnbilea gin CMlpllancs Method: Evaluation Report man, e Floods Roeldend Nohhed a e Uanssd Floods FLA MI!=lYoducts Prdosdnal Engineer jepj Produit Metal, Reentior of HIM $WjadUKMU A,,,&,,O.for .Wt Bparoved Frodi Claturlisibn Caarad emlrYlon Oae it, HV Z far Use .tB51,L maafl Refliaot aM MIB m 3 800MIDW200 IM105 SAM, Meal unmet. 14&839: Mas height. Gldno 121310023 No Yee Yea +31.0009.00 syssble In rep a Inbmtedire section. 10 $00914100200 01123 164R3e. Max wmM. 14MO. M L(hoot. Gisang 12131=3 No Yes Yea +30.00F33,50 available In lop or Inlmadlsie notion. 11 800016100JO20081124 186839Ms Odin. 14MO,.. Miss heed. Glazing 12J312023 No Ys Yes •34.4W 36.30 Avelad4 in top or Intemledleto 4e01m. Florida Deparanent of Business & Professional Regulation Pax l al Building Codes and Standards .2021 Product Apia oVal Application Detell - - Shnl Yacht 11a12ai6Yo[ Revision 2020 Curies Dlvldnol AADO. Inc Caugory: Exterior Doors eubcategdr Exterior Door Components Complaints Method: Conmcaeon Mad a Lerhg F UM1537Aa eredvd. tea 907. )07, 727, 747. 757, 771, and B47 8tgl and Pairs d Coors jot�a A{a Bus Ant Panderer amrigtYan Endp.er...a 3090" pep atOmWW ra "Mal A&RMM soft Tan Rshbry UL LLC Trey BNhoO, P.E. 12nOr1020 12MI2020 1212lrA20 APWcvAd (6411494.2613 1,954) 947-OMO I om.reusyrgesas Oblpl. ao m 9olifty Adwran'd Anmovadfa U,o Approved ra Us Im= 2kM lugBMLWgWO le faIpMtjpl.�t l 1, Hv9z 2dgdL M Aiw= Ism - a Flu m, Quad. and Lowered enals anti pairs d /2/312025 Yes Y. Ye. NIA hdiw meat doors. Florida Department of Business & Professional Regulation Pop 10 Baking Codes and Standards+ Product Approval Application Detail n YM b or 2111. oft. cob, Meadow obi lima version j1011atlYfJa SaYOC MI>alm t A.lae xowmom xgwima appmi4a EBGAaararal AgaaxW Mika RSNslon 2D20 MI Windows and Doors Srssteglinger Prnerlcan Architectural Seven M. Urkh. PE 111171ZD20 11M7l= IWV2020 Appraised CMoaoM Ordowa t71 T)385-3300 Menufwtaxs Ms*dYlon (7171317-0434 subCroeory: Single Hung Csatngerl®mhYd.Oom Complaints Method: Cer oallon Mad or Using �W&I.a,,,n0oe Amrar.dferY,. Agmanalaxu Imam sawn jean hod aYeK laaehralWs l glen Diaolusa iWjtalaiM InHVHi 9t"CIFIAINE R*dr"t press L 2 16S SH 52x72 FIN Marge Fromo IG/OG Single Hug 10108=23 No Yes No 40IL6O L.Ar nated Glees er~-a N N Cu 0+ O U c:)_ � CIO U++�� -0 +�0� 4 Cn J "a C.+ /'tit `v 0-0 fie/ C LO O O U- O .cn V J - "a'� CU O /1 i0 eC W Q Q Z Z W J CP N r U cc O Q l.J.a •c• f= `y C'i C tar] I- CA- to G in [V L N C1 cc Q CV - 413CD d CD u- tD d3 -0 t=_ O (D E W - r CU co O tip C 0 Q L U O "I'Mallaaaaaa ICU aaaaeea O L Elm W� Q W z J z Q J d SHEET NO. PA 1,0 N Florida Department of Business Q Professional Regulation page a 9 Florida Department of Business 3 Profession*[ Regulation P•ge1 a+ Florida Deportment of Business a Professional Regulation veal 1 a+ Florida Dppedmrartt d Business Q O L_ C .� ^�+ W '^ ♦V CV V' -p U .� O �L C O O L W L 0 ���//.� Ball CV to Q1 N CD 12 w a ` O C7 Q V lam• C aC G� � x y C V' 1 O N tV .Jy rn Q 61 o M N a) r c e52 .. mu..'�-• tX � av 1— V N d C la A tZ a C E l0 O L ♦� CU O CL O L' U O L V+ cu L) W O L W� Q z W J Z Q J d SHEET NO. PA 1. 1 8 Profasaional Regulation Ppa+ a2 Building Codes and Standards lrterm7z B(dltllrlp Codes and Standards 17.V7M1 BuIKAnp Codas and Stallttprds +arsm+ Building Codes and Standards IJYJp2, Product Approval Application Datall Produ D� Do Nmwbohnr AfkNoWn 200 Pw omp010110rr Qilgir9r Yandprw IekGeeWyskills Nny CwrnliAneO edhkd:OSMMWn MWk W L Wq ass i ewlsolWWNMhpolb 0 aelolung n awae lwA Xlal pmralm dfgr Xurd a Belles 1DA0 *rele Hurl 4 soft 1f0a0siry: NUM a son= lam orda Nurd 0 Bow 10Mp *rdle lure T SOW IWA drew muff a ewes 1000 *role NUs s awes im *role lure 10 Goss lOAO brat lure 111 Swims 1a7D *tar XYre 12 s0AM109D*rewNurM is skis law Bills Mary 14 Owl* 100 Orals lure is swim laRa*plewwo 1s 44b6lam sirs: NYrd 17 fififlneduashom Glow 10a0*l416 Kure iat i lm sense orThermobw w 19rwwI wAva"NId1 P:rMnfree teyr Nord a 1105wwwThermedwer-wonpwe wAwnllah PwllorwO W mYe Moe a 10 slorswTMnntbrW6rmnp0t wAVWra asMls min 4 109elpewTMmUlwrw YleOr 1, wA,=IdtrdO KIM FWdda DapafWW%of BuMrlees A P7okaal" ibpul w Bulling Codes and SW dwds PfadeetApp—]AIW-1 anWOkla Lairs Adb g1AbM Imil"WALlbtln MN,wdr fold Jklei" Wd fM19110wo10otr JWM L 000014r. 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W m, Pa, LLO 01"47mO 077140020 Waacm Appaw 0slk6WP Vandms RekkwOn P"116 (f61)a91-NB) GAb4ldsswy Fhad RA1) Qki-ew BenlP6nu Mklkso auaw"m PAW OOmA pe"WO& 160p1, 0, RWVY RIDWWWAMhOdora Lkslewd Ponds Ikasm NOI0i1sl0rlle 6eArw Altmomhome ➢rrthoomm AaomsLbLllr AalOeMAR.lb9 teat !W {Wt Pfeded 0edslMWWr WNaY NWOODrdmom ooaftklmomvn In M1 OuYW rNai a N r�lQ 1 109erls r"Fftd 10 Beres/1Y FkUW Plied VWOMw WAd1Wl Vw Yt poll WA N CD ++ O O O Co O O C O a" O CD O U— O .� -p E O ca E 1A J C .Q eti w am N v C3 O a uY ri,%i C CD "O N 7G ti L V 41 to cs N C us CM @ " W r. W C W O C Q L 1 . _ iO W • W C1 U CL co co C ej C E CO O d L3 O cn E zW — c� cu o > C- CL Q r1 U � O cu m CL H 0 L cu OL=¢ w N z J z J a. August 10, 2022 SHEET NO. PA 102 N ( V N OL 16_c 2- 2 • Sim son Strong -Tie 2020 FBC Approved Products Far cheat Ynks to all SST approvals Ysled bNOW, CLICK NERff. Updated 12/30020 EM= Simpson Strong -Tie 2020 FBC Approved Products For drool rinks to all BST approves listed below, CLICK HERE. Updated 12r,AW20 Simpson Strong -Tie 2020 FBC Approved Products For direct links to all BST approvals Nsled below. CLICK wee c Updated 1251YMO Simpson Strong -Tie 2020 FBC Approved Products below, CLICK HERE. For direct links to ell SST Ypprwala listed ty Updated 12/30/2020 Q- p CU � MM &ZQR uwee Information Floride's Statewide Product Approval System and Marty -Dade Canty Notice of Acceptance INCA), r_U CK H_•s For additional Information regsrdang Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), JLijU HERE. For additional Information regarding Florlda's Statewide Product Approval System and Mamr-Dade Canty Notice of Acceptance (NOA). COCK neRE. For additional Information regarding Florida's Statewide Product Approval System and Ma i-Dede Canty Notice of Acceptance (NOA), 6L!CK For additional regarding 4-e a) FLat2355-R7 FL#10446-RB FLM10456•R5 11 HUS, HUSC series hangers Face mount hangers available In widths ranging from 1.518" to 3• C (U 9116" and heights ranging from 4.51t6" tc 11". Concealed itange 0 AMA- Product Modal. Number or Norma roescri Product Dption MW Product Model. Number or Name Product DescHutlon AV"orma Product Model. Number or N ProductOa1111i lon wench (H USC) available for models having width equal to or 0 1 Titan St in less Steel Concrete & Masonry Screw ITT N-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23, A33, AX A36, A44 Angles 1 BT, BTB. BTH Brick Ties greaterthan3.9116". Face in from to 3 hangers1 � il.� O 0- L 0 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUSseries hangers -mount available widths ranging .7/8" = 3 APB44, APS44R, APV886, AP1366R, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS18, CSt 8, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16". O iL _ FL#86fY9-R6 AP88 VB44R, APVB, APV888R, APV888, APVB88R, APV81010, APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.53SOS, LGU5.25-SOS Face -mount hangers CU O :jam %.- (� 4 APDJT2.4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 Compreselonfroncion Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers N M O $3g Product Model. Number or Norma Product Description APVDJT2R-8 a DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers O Q� �- 1 SDI 011208B Outdoor Accents Connector Screw 5 APHH46, APHH40R. APHH610, APHHe1OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.6A, H3, HO. H7Z, HIS, H16S, H18-2, H16.2S Hurricane Ties 16 LUS series hangers Facs-mount hangers available In widths ranging from 1-911&'to 4- (D Q 2 SD9112, SD13212, 3010112, SDI Strong -Drive SO Connector Screw 8 APL4, APL8, APT4, APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HOT-3, HGT-4 Heavy Girder Tiedown S/8"and heights ranging from 3" to 10 15115 . (n O �- 3 SD9112SS, SDO212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Aociants Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5,50-SDS, MG116.e2-SDS, MGU7.00-SDS Face -mount hangers (a 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timbsr-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2.2-SDS3, HSS2.3SDS31 HSS4-SD63 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available In widths ranging from 1.9/16" to 5- SDCF221134, SDCF221334, SOCF271956, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2.. HST3, HST5, HST8 Straight Straps 1/8" and heights ranging from 6-16116 to 19.1rY', 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 19 MUS26. MU82B Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS015KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/10" to 3-011&' and heights ranging from 3.1116" to 13.314". 7 50625112, SDS25134, SDS25200, SDS25212, S0625300, SOS25312, SOS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC41 FCB Framing Clips 15 LSTA9, LSTA12, LSTAt6, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. SOS25500, SDS25800, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 8 SD6251126S, SDS2520OSS, SDS25212SS, SDS2530OSS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA11 GA2 Gusset Angles 17 LT820, LT640 Bridging 21 U series hangers Face -mount hangers available In widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HI OS, H14, HGAIO Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2-5/8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tledown 18 HH4; HH6 Header Hangers 20 MST27, MST37, MST48, MST80, MST72 Straight Straps FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTAt6, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps )Lf#10857-111116 20 11_30, L60, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps jW Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6883 Pre -Bent Straps AWN Product Model. Number ar Nema Product Description 1 ATR318, ATR11Z ATR6/8, ATR314 Threaded Rods 22 LS30, LS60, LS70, LSO0 Skewable Angles 24 MSTI26, MSTI313, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 SP318.2, BPI/2, BP1/2.3, BP5/8-2, BP5/8-3, 813314, SP3/4-3, BMTU03.4 Bearing Plata$ 24 LSSJ26LZ, LSSJ2SRZ, LSSJ2SLZ, LSSJ26RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA200.12, NCA2xf2-i2, NCA2x8.1e, NCA2x10.16, NCA2x12.1S Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 4 CNW3/8 CNW1,2, CNW5/8, CNW314, CNWS/8-112, CNW3/4-5/8 Coupler Nuts 25 LSSR1,81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCW814 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LTPS Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF sorb$ hangers Top flange hangers available In wtdthe ranging from 1-10to 3- CTUD98, CTUDW 27 ML237, 11,1111.242% ML26Z, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". e N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 5P1, SP2, SP4, SP6, SPB Stud Plate Tie 4 DGHF ashes hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTU03, RTUD3B, RTUD4, RTUD48, RTUD5, RTU06, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate TO 5/8' and heights ranging from 9.1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU2.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 E05, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST62W Straight Straps 718" and heights ranging from 11" to 32-117', 10 URS3 318" Uplift Rota Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T1327, TB30: T836, T1342, TB48, TB54, TB66, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available In widths ranging from 3-618" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 35 TW910, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11•If4" to 37', 12 URS6 6f8" Uplift Rod Run Tledown System 34 STC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to B-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WBJO8, WB108C, W8126, WB126C, WB1430 Wall Bracing end heights ranging from 8.112" to 28". 38 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32' FL#1044'1-R6 FL1F10531-R5 9 HB eerie$ hangers Top flange hangers available In widths ranging from 14116" to 7- 1/2" and heights ranging from 8" to 30". III" Product Model, Number or Name Product Description ,sea x Product Model. Num bar or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-14' to 8-71W 1 DTT2 Hold-down Sec IS Product Modal, Number or Name Product Description 1 CBH2.37x5.5, 081i2.37x7.63, CS-12.374.75 Concealed hangers and heights ranging from 10-1 /2'to 26". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Faoe-mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3.114" to 8- 3 ND08: HHO011, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSCSR-SDS3, DSC5L-SDS3 Drag Strut Can nectors available in widths ranging from I.9116" to 3.9118" and heights 7/8" and heights ranging from 7-1/7'to 37'. 4 HOU2, HOU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15110". 12 HGLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7• 5 HPA28, HPA35 Step -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGV3,63-SDS, HGU5,25-SDS, HGU5.50SOS, HGU5,62SOS, HGU7.00•SDS, HGU7.25• Face -mount hangers 1/8" and heights ranging from 14" to 33". 8 LSTHDS. LSTHOSRJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42-2, HHRC411.61. HHRC44, HHRO5.2513:25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC88 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7• 9/18" and heights ranging from 1 W to 28" 8 MPAI32, MPAI44 Strap -style Purlin anchor 8 HRC1.51, HRC22 Hip Ridge Connector $18" and heights ranging from 5-5/16" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3.1/8"to 9 PA18, PA23, PA28, PA35; PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU26, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5,50-SDS, HHGU5.62-SDS; HHGU7,OQSDS, HHGU7.25SOS, Faee.mount hangers 3-9118" and heights ranging from 5-3/8" to 13-118". 10 PAI18, PAI23, PAI28, PA135 Strap -style purlin anchor a LSU28, LSSU28, LSSU210 Light Slopeabte/Skewable U Hanger HHGU9.003 SOS 15 HUTF, HUCTF series hangers Top flange hangers available in vddths ranging from 1-9/16" to 5- 11 STHO10, STHD1 ORJ Soap -aryls hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3.7118" to 15", Concealed flange 12 STHD14- STHD14RJ Strap -style hold-down 10 TC24: TC261 TC28 Truss Clip HHUS7.26110 version (H UCTF) available for all models having width equal to or greater than 2-9/16". 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC4118, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3• THAC422, THA426, THA422.2, THA426.2 116" to 5-IM" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/15" to 7- N 12 THAI1.8W2, THAl2,QSf22, THAI2.1122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available tor all 1/8" and heights ranging from 5.3/8" to 28". N 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is Concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from I.9MV' to 7- o 14 THJA26, LTHJA213, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Faca-mount hangers 112" and heights ranging from 5.316" to 87'. C'V 15 THJM2-4SDS3, THJM2-5-SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16 to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to S. or a "J 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.114". Concealed flange 5/8" and heights ranging from 9-1 /8" to 16' 9 9� 9 fit cyi Gr 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JB series hangers 9 Top flange hangers available in width of 1-9118 and heights Q a r• r 5 18 VTCR Valley Truss Clip greater than 2.9/16" ranging from 5-3/6" to 7.114" 10 HU001.8119-SOS, HU001.81/11SDS, HUCO210-2-SDS, HUCQ210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-911(3" and heights - -es n rs- SOS, HUCg410-SOS, HUCQ412SDS; HUCO5.25/9•SDS HUCQ5.25111-SDS, HUCQBIO- ranging from 9 3NB to 13-1l8" Z m cy n SDS, HUC0612-SDS nr~ ay © co ear w r �:!E E r.. o H ro yr w sa � c a � m �cn A- c 1= ro o Q U ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130Y2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/90W20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1250=20 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct links to all SST approvals paled typo, CLICK HERE. ® For direct links to all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals Sited below, CLICK HERE. For direct links to all SST approvals Sited below, CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Mami-Dilde Canty Notice of Acceptance (NOA), CLICK HERE. -Y For additional information regarding Florida's Statewide Product Approval System and Mam-Dade Canty Notice of Acceptance (NOA), cl rCK HFRF, For additional information regarding Florida's Statewide Product Approval System and Mami-0ade County Ndica of Acceptance INCA). COCK HERE, For additional IMarmatIon regarding Florida's Statewide Product Approval System and Main -Dada Canty Notice of Acceptance INCA), gIJ Kc 11ERE. 21 LB series hangers Top flange hangers available in width of 1.9116" and heights FL*114t18-R5 18 SJLBV1,56, S/LBV1.81, S/LBV2,0e, S/LBV2,37, SILBV2.56, SILBV2.68, S1LBV3,12, Top Flange Jost Hangers 5 SET-XP Adhesive Anchor for oonorste ranging from 6-3/8" to 15-1/8". S/LBV3.56, S/LBV3.62, S1LBV4.06, S/LBV4.12, S/LBV4.28, SA.BV4.75, S/LBV5.50 8 Strong -Bolt 2 (ST132, STB2.4SS, STB2.6SS) Strong-Bott2 Wedge Anchor for concrete available in carbon 22 t B,4Z sores hangars Top flange hangers available in width of 1-9/16" and heights All" Product Model. Numher or Name product Description 19 SL.TT20, SIDTT2Z, S/HTT14; HTT4, HTT5 HOldowrls Seel and Types 304 and 316 stainless steel ranging from9 VIEr'to 13-1/8". 1 HHUS210-3, HHUS210A Joist Hanger 20 SIMST60, SWST72 Straps 11a mil (10 go) 7 Titan HO (THOM, THD-HMG, THD-H4SS, THD-HOBS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG31 LEGS, LEG7 series hangers Top flange hangers available in widthe ranging from 3-1/4" to 6- 2 HRS6, HRSS, HR812 Strap Ties 21 SP4: SP8 Stud Plate Ties available with hex head In carbon steel And Types 304 and 316 stainless steel, or with countersunk head in carbon steel and 718"and heights ranging from 9" to 331rZ' 3 HUCQ210-2-SDS, HUOQ210.3-SOS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties Type 316 stainless steel 24 ME05, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joint Hanger 23 S7C, OTC Truss Clip 7/8" and heights ranging from 9" to 32-1/7'. 5 THGQ2SDS3, THG03-SOS4.5, THGQH2-SDS3, THGQH"DS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37834RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-911V to 5• 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HD Threaded Rod Hanger (THDB25168RH, THOW7158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete 26 PF, PFB, PFDB, PFDSB series hangers 118" and heights ranging from 9-t14" to 24". Top flange hangers available in width of 1.9/16" and heights 10 THD50234RH, THD10212RH) Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3.3/8" to 7.1)8". FL#11473-RC FLatf13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in wadthe ranging from 1.9116" to 7- A! � product Modal. Number or Norma product Descnptien Sea # Product Modal. Number or Name Product Description FL#16230 RB 1/8" and heights ranging 9-114" to 32". 1 DEfAL20 Double Embedded Truss Anchor 1 OCOM3.62-SOSHOG, OCOM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCOW.82-SDSG, COCOM4.82-SOSG, Sac N Product Modal. Number or Name Product Description 3 Hi6, H18S, H18-2, H16.2S Hurricane Tie CCCOM5.50-SDSG 1 AT•XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1Offi0-R5 4 HETA12, HETA16, HETA20. HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLOM5.50G•KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.82G-KT, ECCLLOMID5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry }a Product Modal. Number or Name Product Dasc 'pr t 6 HGAMiO, HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STEM Strong -Bole 2 Wedge Anchor for masonry ^+ W 1 ABA44, ABA44R, ABA46, ABA45R, ABA(3e, ABA66R Adjustable Post Base 7 HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGVM5.25, HGUM5.50, HGUMTOO, HGUW.25, HGUM9 00 Heavy Masonry Hangers 5 Tien 2 (7TN2) THO-CS6SS) Titan 2 Screw Anchor for Concrete Titan HD Heavy Screw Anchor for concrete available in 304 2 ABU44, ABU44R, ABU46, ABU46R, ASU5.5, ABU6.6, ABU65, ABU68, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SD52.5, LGT4•SDS3 Girder Tiedon 4 LGUM2(Q. LGUM26.3, LGUM26 4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HO (THD-H4SS, THD-HSSS, -Duty ABUBBR, ASU1010, ABU101OR, ABU1212; ASU1212R 9 LTA2 Lateral Truss Anchor LGUM2I0.3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 31S stainless steetwih hex head, and 310 stainless steel with 3 ABW44Z ABW44RZ, ABW46Z. ABW48RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, METAiS, META20, META24. META40 Embedded Truss Anchor 5 MSHA3.1219.25, MBHA3.12fll.25, MBHA3.56)7.25, MBHA3.5619.25, MSHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. Titan Turbo Screw Anchor for ♦ ^ 4 A04, A04R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAWO, MSTCM40, MSTCM80 Strap Tie for Masonry MBHA&58/11.88, MBHA3.5814, MSHA3.56118, MBHA3.56M 8, MBHA5.5Of7.25, 7 Titan Turbo (TNT) concrete or masonry 5 BC4, BC48, BC4R, BCS, BCOR, BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MSHA5.50/11.88: MSHA5.50114, MBHA5,50115, 6 CB44, C84e, 0946, C868, C868 Embedded Column Base MBHA5.50118 CU CU 7 CBSQ44-8062, CBSQ46-S062, C8SQ66-SDS2, Ci3S086-SO52, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.26, MBHU3;56/11.25, MSHU3.66111.88, MBHU3.56114, MSHU3.50/1e, M13HU5.60/11.88, MBHU5.50/14, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with Wt ranging from 3.114" to 9-1r2" and W2 ranging from 3.5f8" to 7-1/2" FL#11496•RS MBHU3.58/18, MSHU5.60M 26, MBHU6.MI1.25, MBHU5.50/16, MSHU5.50/18 JOg" Product Model. Number or Name product Description CIO O 9 CCO-SDS2.5, ECCO-SDS2.5 Series Screwed column caps with WI ranging from 3.1 /4" to 9.1/7' and See If Product Model. Number or Name Product DeserlWon 1 X348101"K, X1 S1016,XI B1018.4K, X01 S1 D16, XQ1 B1016 4K #10-18 Strong -Drive X Mortal Self -Drilling, Tapping Screws with #i3 Drill Point L_ Q W2 ranging from 3.5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie 10 CPT44Z, CPT66Z, CPTBBZ Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL1M3975•Re 2 X1_Q1I4T1224. X1011481224-2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EP544A, EP844, EPB46, EPB65 Embedded Post Base 3 HD3B, HD5B, HD7B, HD98 Bolted Holdowns Product Description 3 XM01114S1224, XM0114B1224-2K Screws with #5 Drill Point and Large Die matter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self-Driling, O 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-3/4 Tension Ties "a 0 ProductModel. Number or Name 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT208, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SOW22458, SDW22600, SDW22600, SOW22838, Strong -Drive SOW EWP-PLY and TRUSS -PLY Straws Tapping Screw$ with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDW22834 4 X0114SI 224. XQ114B1224.2.5K X114S1224, XQ112S1224, XQ712B1224-2K #12.24 Strong -Drive X Metal Self Drilling, Tapping Straws with #6 15 MP844Z, MP868Z, MPS88Z Moment Post Base 2 SOWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point *10-16 Strong -Drive XU Maul SeIF-Drilling, Tapping Sorewswth v 16 PB44, PB44R, PB46, Pi366, PBOOR Embedded Poet Base FL#13629-RI 3 SDWH19300DR SOWH1940ODB, SDWHIMDB, SDWH196o0DB, SDWH191000D8 Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU3461016-5K 17 PBS44A, PBS46, PBSS8 Embedded Post Base 4 SDWH274000, SDWH270OOGa, SDWH278000, SDW1-11271000G, SDWH2712000 Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base gac # Product Model. Number or Name Product Description 6 SDWS10212, SDWS10300, SDWS1$312, SDWS16400 Strong -Drive SOWS FRAMING Screw O 19 PC44.16, PC48.16, P048.16, F'084-18, PC66-16. EPC44.16. EPC46-15, EPC48-18, Post Cap 1 S8518x24, SB718x24, SB1x30 SBAnchor Bobs 8 SOWS19800, SOWS1971Z SDWS22400,SDWS22500:SDWS22512; SDWS22600, Strong-DrivaSOWS TIM13ER Screw(Interiar Grade) L EPC64-1 e, EPCOO.18 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SST81 OL, SSTB2DL, SST624L, SETS Anchor Bohr SDWS22800, SDWS22900, SDW5221000, SMNS221100, SOWS221200, SDWS221500 SOWS22400D8, SDWS22500D8, SDWS2230ODS, SOW32280008, Strong SOWS TIMBER Screw (Exterior Grade) FL#25320-RO 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ, EPCBZ, Post Cap SSTB28L 7 SDWS2230ODB, -Drive EPC8RZ SDW5221000DB 30dWJ Product Model. Number or Name Product Di acription 21 PPB44-4Z, PPB44.OZ Post Base 8 SOWS22312DBB, SDWS22512088 Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSC848, DSSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SOWS27400SS, SDWS27500SS, SDWS2713OOSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FC849.5, FCB411,5 Bypass Framing Ftxad-Clip Connector '^ SDWS271000SS, SDWS27120OSS 3 FPHSD34SiO16, FPHSD3481018, FPHS03481018-5K, FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self - ICU Sea X Product Modal. Number or me Produat Description 10 SDWV13400 Strong -Or" SDWV SOLE -TO -RIM Screw FPHSD3481214, FPHSD34B1214.5K Drilling, Tapping Screws FL#1013156-R5 1 CMST12, CMST14, CMSTC18, CS14, C516, CS18, CS20, CM Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector m 2 HRS6, HRSS, HR312, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, MSTI36, Slaps 97 mil (12 go) 5 LSSC4.25, LSSC6.26, SSC2.25, SSC4.25; SSC8.25; MSSC2.26, MSSC425, MSSC8.25, Sisal Stud Connectors AS" Product Model. Number or Name pm"0 Desorption MSTI48, MSTI80, MSTI72, S/MST27, S1MST37, SiMST48 MSSC4.25KW, MSSC6.26KW Rigid 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S, RCKW5.5S Knee Wall Cormeomr 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LS7173, MSTA9, MSTA12, MSTA15, MSTAI S, MSTA21, MATA24 Straps 43 mil (18 go) 7 SCB43.5, SC845.5, 30647.5, 901349.5, SCB411.5, MSCS45.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46.6, 01146-8, GH48-8, GH48-8, GH410-6, GH410-8, GH66-6, GH66.8, GH68.6, GH88- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116. ST2215 Soaps 33 mil (20 go) q Product Model. Number or Name Product Description 8 SC532-5/97, SCS82.6/97, SCS02.51118. SCM-5/118 Bypass Framing Connector Head Slide Connector 8, GH610-6, GHSIDS 8 LSUBH3.25, SUSH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 1885, AS 1880 18 ga. Truss Plates 9 SOVJ3.25, SCW3.5 -of -Wall -Clip 4 GLB5A, 01.1358, GLB5C, GLB61), GL67A, CLEM GL67C, OLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.26 Sliest Joist Connectors L 5 GLBT512. GBLT812, GLBT518, GBLT618, GLBT520, GBLTS20 Glulam Bearing Plato 8 LTS12, LTSIe, LTS18. LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 1SSS3.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLB6, HGLBC,. HGLBO Heavy Glulam Bearing Piste 9 MSTA30, M5TA3e, ST0215, ST6224, $TO, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Screws Llj 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown Universal Foundation Plate 10 11 MSTC88, MSTC78, STS238 MTS12, MTSi6, MTS18, MTS20, MTS30, MTS24C, MTS30C Steps 68 mil (14 go) Medium Twist Straps 13 XQiS1018. X01 B1016.4K, XQ11S1214, XQ181214.3.5K, X078SI224, XQ78B1224-3K, 410-16; #12.14. and #12-24 Strong -Drive X Metal Self -Drilling, 2 iw•' 8 9 UFPlMDS3 URFP Universal Retrofit Foundation Plate 12 Sf81.58, SfB1.81, S/B2.06, BB2.37, SfB2.56, SIB2,68, S/B3.12, SW.56; 61133.62, S/84.06, Top Flange Joist Hangers F1.015730-114 XQI I4S1224, XQ114B1224-2.5K XQ112S1224, XQ 11 2B1 224-2K, X3481016.5K, XIS1214 3.SK Tapping Screws Q SM4.12, SJ64.28, S184.76, S1B5.60 Name Product Description X181010, X1B101O.4K, XiS1214, Z 13 S/BA2.12f8, SBA2.12/10: SIBA2.12(12, SfBA2.12fl4, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Product Modal. Number or SfBA4.16/12. S/BA4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricano Tis 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, COPS, GW-60, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD83, SHO813, SMD108: S/HD10B, WHOM, SIHDI58 Holdowns 3 PDPA, POPA•K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 18 Holdowns PDPAWL•MG, PSV1_3, PSVL3-K, PCLDPA, PECLDPA, P7RHA3, PTRHA4 a 17 SfHDU4, S1HDU6, S1HDU9, S1HDU11 4 SET.3G Adhesive Anchor for concrete S/JCT WHJCT Joist Hangers SHEET NO. August 10 2022 PA 1.3 N � C0j U MIAMh W& -DADE cOvrcrY ►tz FGT Iadnatries, Ins. PGT Industries, llsrc. � L O " o PRODUCTCONTROL SECTION PGT Indtratries. I.nc. � O O 11805 sw 26 SeiK Rom 202 NOTICE OF ACCEPTAINCT: EVIDENCE SUBMITTED NOTICE OF .ACCEPTAINCE: EVIDENCE SUBMITTED (D fa � � DEPARTUDITOF REGULATORY AND ECONOLUC RESOURCESPUM) Mom. Florsia 13175-2474 13MUM AND CODE AD3t0t UTRATION DIVrSION T (786) 3 i5-2590 F UM 315-2599 NOTICE OF ACCEPTA_NtCE: E'�E17CE SUBMITTED D. Q L AI.Ii - ASSURANCE 10 U +-• cn' NOTICE OF ACCEPTANCE (NOA) t,tr,t.twturaatt"l.re.a><f 1. Evidence submitted ender previous NOAD A. DRrI"'�GS B. TESTS (continued) 1_ Muni Dade Department of Regulatory and Economic Resources (FLU)_ e Co cu Cn O -p U O � � C 2 PGTIndtsstries,Iec, 1070 Technology Drive, 1. Man i facturces die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 - 0 CD- 3 North''eake, FL 34275 (Submitted under VOA A-e.11-Ol 07 04) 2) Unifouu Static Air Pressure Test, per FBC, TAS 202-94 E. MATERLAL CERTMCATIOINS 0 U_ SCOPE: 2- Drawing No. MU-5570.0, titled `Vinyl Sliding Glass Door NOA {L�+ij', sheets l 3) Water Resistance Test, per FBC, TAS 202-94. 1 _ Notice ofAcceptanoe No.1."529.14 issued to Vision Extrusion Limited for their � 0 :M > This NOA is being issued under the applicable rules and regulations go%rerning the use of coustructionmiateiials. The through 21 of 21, prepared by manufacturer, dated 10 V5i15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 20194 " WhAe Rigid PVC Exterior Extrusions for U71ndows and Doors'", dated 0843/15. 0 . n -0 E O � documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Cool Section to 04105/17, signed and sealed by A. Lynn Miller. RE. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 expiri� on 09,130Y19. Cn (3 � Q be used its Nnini Dade County and odd ateats where allowed by the Audivrity Having lusisdictim (AHI). 6) Pouter Entry Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to V isi m Extrusion Limited for their -AT Cn �O M Q This NOA shall notbe valid after the expiratiom date statedbelow. The Miami -Dade County Product Control Sector B. TESTS along with madded -up drawings and installatm diagrams of vinnyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non-N%lite) Rigid. PVC Estesior Extrusions for f- � . � U) < - (In Miami. Dade County) and/orthe AHJ (in areas other thimMiamiiDade County) reserve the tight to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestrations Testing Lab, Inc., Test Report No_ FIL 8549, dated M0615, signed and Windows and Dooms", dated 12108,16, expiring on 12129f2 L product or material testedfocquality astuuanccputposcs. Lfth s prodixt err material fails to peifornain flee accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 12/04115 and 02/11/16) 3. Notice of Acceptance No.1."528.15 issued to Vision Extrusion Limited for their "Brown manner, the manufacturer will incur the expense of such testing andthe AH7mayimmediatelyrevoke, modify. or 3) Cyclic Wand Presswe Loading per FBC_ TAS 203-94 6_ Test reporfi oQu 1}Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) N%Thit+e Rigid PVC Exterior Eibusious for suspend the use of such product material within jurisdiction. RER reserves the tight to revoke this along with marked -up drawings and installation diagram ofvinyl sliding glass door, prepared 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 " ,mdows and Doors", dated 08,`13/15. expiring on 09/30/19. Catttsty Product Control Section that this product or material fails to acceptance, if it is de a rod Cole bu by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 111)7.�15, signed and 3) Water Resistance Test. per FBC. TAS 20294. 4. Notice of Acceptance No-1"712.02 issues! to ENERGI Fenestration Solutions USA, meet $rc requirements of the applicable building code. s of applicable building This product is approved as described herein andhas been designed to comply with the Florida Building Code_ sealed by Idaiulis Ortega, P. E. Nest report revised on 02/i 5/1 b and 02,24116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for deer "TA, 3040 and Lighter Shades ( ton-'R7tite) Rigid PVC Exterior mchuding the High Velocity Hurricane ?,one 2. Test report on 1) Air Infiltration Test per FBC, TAS °202-94 5) Cyclic Wind Pressttte Load' FBC, TAS 20394 � I� Extrusions for Windows and Doors" dated. 09/15/16- expiring on 0-'04121. DESCRIPTioN : Series K35.970/2 770" 11ayl Sliding Gla ss Door (Rtinforced) wtu o 900 & 13P corners-L.11d.I. 2) Umifsmn Static Air Ptesswe Test: per FBC, TAS 202-94 along with marlmd-up drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No. 164712.04 issued to ENERGI Fenestration Solutions USA, APPItO' :�I. DOCLtb T: Drawing No. MIt-3370.0 Res B, titled "Vinyl Sliding Glass Door NOA (T3vi)", sheen 3) Water Resistance Test, per FBC. TAS 202-94_ by Fenestration Testing Lab, Inc_" Test report No. FTL 9552, dated 121"15, signed and Inc. for their Bronze and Lighter Shades of Cap Coated Rigid PZ"C Exterior 1 through 21 of 21. prepared by mamsf'actu w, dated 10/05;15 and last revised on 02/01.121. signed and sealed by 4 Large Missile TestFBC, ) � Impact per TAS .20194 5) Cyclic Wind P� Loading gel' FBC, TAS 203-94 - sealed by Idalmis Oct P. E_ (rest � revised on 02i1 a/2016) 7. Test rrpaxt on 1) Umf� onn Static Air Pressure Test. per FBC, TAS 202A4 Extrusions for Windows and Doors" dated 09,�15116, ore 04,116120. 8 6_ Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn , P.E.. bearing the Miami -Dade County Product Control Re�laion stamp with the Notice o€ 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc- for their "White Rigid PAT Exterior Extrusions for Windows and Doors" dated Acceptance number and expiration date by the Miami -Dade County Product Control Section. a►ng tap tugs tagrarnt vinyl mg glass prepared al with marked -up d- drawings and installation d' of sliding door, 3}Cyclic Wind Pressure Loading FBC. TAS 203-94 08i 04 7, on 0128118- �p�$ :1fISSILE IMPACT RATLNG: Large and Small Afissae Impact Resistaat by Fenestration Testing Lab, Inc., Test Report Na_ FTL 9546, dated 11/06115, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-792(A), 10-06-M0527. 535753-09. per ASTME-84, ILimitations:etable 1 sheet 7 and table 2 sheet S for able SGD unit sizes, des" sores. reinforcements es. ( � ( � applicable � 1� t5'F sealed by Idalmis Ortega. P_ E. (rest report revised on 01104116 and 02'I1.12016) by Fenestration Testing Lab, Inc., Test Report No. FTL 6639 (samples A-1 thru A-22). dated AST D 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic glass types. sill riser(see tables B-1 & B-2. sheets 7-9) and anchor layout sheets requirements in 11 thin 16_ 7 3, Test repast on 1) Air Infiltration Test, per FBC, TAS _02 94 r 1 L 19/10, signed and sealed by Jorge A. Canso, P. E. (Submhwd underVO--4 Ao.11- composite material omposit 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Paiazed or lamioated) white Rigid PVC to be 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 0107. 04) t (Submined' under 1:0. No. 11-0107. 0 i) labeled perrefierencedNiOA'srequirements_ 3) Water Resistance Test, per FBC, TAS 202-948 Test report on 1) Air Infiltration Test, pas- FBC, TAS 24'2-94 8_ Notice afAccegtance No_ 14-4J91b.0 issued to araray America-, Inc. for their 3. Egress operable doers must camplywith min clear width or height per FBC requirement. as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Se i."-G1as+t (Clear and White) Interlaver", expiring on 07/N/1 S. 4. Pods -et walls under separate approval, to be reviewed by Building official 5) Cyclic Wind Pressrare Loading per FBC. TAS 20394 3} Water Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America. Inc. for their LABELING: Eachu d shall bear a permanent label with the mano€acrueesname or logo, city. state and series and 6) Forced Entry Test., per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 301-94 "Trosifolt8 Ultraclear. Clear and Color PN B lnterlayers', expiring on 07, 08,19. following stateme: '!Miami -Dine County ProductCortaral Approved", noted herein. along withmazloed-up dtnings and imstaliatioii diagrm of vinyl sliding glass door. prepared 5) Cyclic '4R'"rtld PYessare Loading per FBC, TAS 203-94RE_NE AL of this NOA shall be considered after a rewlAil application has beenfiled and there has beenno by Fenestration Testing Lab, Inc., Test R eport No. FTL 8547, dated 1 � ^04/15, signed and Cjr Forged Entry Test. per FBC, TAS 202-94 F. STATEMENTS changeto the applicable codene tive affecting the ormance ofthis product � aPPlle uulding l� �' P� F sealed by Idalllis Ortega, P. E. (Test report revised on 0211546) along with marked drawings and installation din of 1 slid door, S -up � � F� ln' I. StaterYrent letter of conformance with FBC-';* Edition (2014) and FBC-60 Edition TERAUN ATION ofthis NOAwill occur after the expiration date or if these has been a revision "change in the 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc-, Test Report No. FTL 6337 (samples A-1 thru A-5), dated (2017 , issued by manufacturer, dated 08/14/17, sighed & sealed by Lynn Miller. P.E_ materials, use, anrl'ar mmmxfactnrc of the product orprocess. Misuse of this NOA as as endorsetnrat of any product 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12106110, signed and sealed by Jorge A. Canso, P. E. (Submitted under VO4 Xo.11- 2. Statement letter of no financial interest. dated 04/18/ 17. issued by manufacturer, signed for sales. advertising or any odwputposes shall automatic ally terminate this NOA. Failure too complywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107. O4) & sealed by Lynn MiW- P.E. section of this NOA. shah be cause for termination and remmaf ofN0A. 4) Lange Mlssl7e Impact Test per FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. AD''ERTISEIM E.NT: The NOA number preceded by the words Miami -Dade county. Florida and foua�-ed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. C �ll.Ci?I.�1TilT�iS 4. RER Test Proposal No.17-0397, dated 05,�05117. signed by ishaq Cbanda, P.E. expiration date maybedisplayedinadvrrtisimglitrrature. IfmypostsoaoftheNOAisdisplayed, then it shall be 6) Forced Entry Test, pa FBC, TAS 20?-94 1. Anchor verification calculations and structural analysis, complying uwithFBC-2014, done in its entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared p arced by PGT_ dated 12.'09r 15and last revised on 01115,116_ wed and sealed by OTHER Iry SPECTION: A co. of this teatire NOA shall beprovided to the ass b the manttfa aster or its distrsbatars and copy P y by Fenestration Testing Lab, Inc., Test Report No. FTL 8-W. dated 12Z4115, signed and .And=yL.Miller, P.E. (Submhlfed herderA'04. v 15-1110.01). 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries, for their Series shall be available for inspection at the job site at 1he request of the Building Official. sealed by Idalnlis Ortega P. E_ (Test report reti!Lfied or101r04 `1 b and 02J1136). 2, Glazing complies. with ASTME-1300-09_ r :�570/2770 Vinyl Sliding Glass Door (Reinforced) - L.M I,", expiring on 0411411 _ O This NOA revises & renesss NO A #20-04N.05 and consists of this page 1 and ecidencepages E-1. E-1 E-3. E-4. r;t 1 � r,.1. �. d.,, , �," h n.L. r L „' �" - = , E-5 & E-6 as well as approval document mentioned above_ PFt Ishaq I Chasda, P E. IsLaq L Chaada, P.E. lshaq I Cicada, P.E. N = T: G The submitted documentation was reviewed by Isliaq L CUada, P.E. Product Control Unit Supervisor Product Control twit Supervisor Product Control gait Supervisor N N � NOA No. 21.0205.03 NOA No. 21-0i06.03 NOA No. 21-0205.03 NOA No. 21-024;.03 reW t E Expiration Date: April l#, 2026 Expiration Dstot April 14, +_026 Expiration Date: Aslpril 14, 2026 Expiration Date: April 14, 2026 + + + Approval Date:blarch .5,.b.l roral Date: hfarch 25, 2021 Approval Datt: lurch 16,1021 Approra i Date: lurch 25, 2021 o s Pate 1 E -1 E -2 E -3 3: Cn Cn 9 cd A 9 a E c U PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. O NOTICE OF ACC'EPLANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: ESTDENCE SUBMITTED NOTICE OF ACCEPTANCE: E''IDENCE SL-TAUTTED 2. Evidence Submitted under pt e► io�ts subs teal E. MATERLAL CERTIFICATIONS (continue) 3 New Evidence Submitted 5. Part Sutter Spacer Standard complying with ASTIR C518 Thermal Conductivity A. DRAWE'+iGS 0.891 BTU -in/ hr.-W-"F, ASIM F 12491N' rrR Pass. ASIM D3985 Oxygen- aP AS"IM E A. DR A" RgGS 1. Drawing No. NOD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (Led),', sheets 2190 I.G_ Durability -No Fog -Pass. (Submitted under presious VOA h-o.1 5-04f19. 05) L Drawing No. M D-5-15 70.0 Rev B, titled "Vinyl Sliding Glass Door NOA (I.Ivi)"'. sheets 1 1 through 21 of 21, prepared by mamufacturet dated 10,105/15 and last revised on through 21 of 21, prepared by manufacturer, dated 10/05/15 and last revised on 02/01,21_ 04,"2200, signed and sealed by A. Lynn Miller, PE. 6, QUA Part Durase complying with ASIM C518 Thermal Conductivity 2.22 BTU-W Pence E signed and sealed by A. Lynn Miller. P_E. L� hr:it'-_T. ASTM F 1249 WVTI- Pass, AS1M D 1434 Argon -Pass, ASTM : his revision consists replacement of same existing installation screw with flat lead_ Note T B. TESTS 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Developinrmt ?0-F in 48 hrs. 1. Test reports am 1) Air Infiltration Test, per FBC, TAS 202-94 (Subtlrtitted under:%'0.4 \-o.15-046P 05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7- Vision ExUmim% Ltd. Pants complying with PVC-AAMA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 far Rigid Polyvinyl C7llvcide (PVC) Exterior Profiles for Vision E Minions, Ltd. VEX-1 by 1. None. 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (SurbmWed under JV0 4 X& 1 S- C. CALCULATIONS E 5) Cyclic. Wind Pressure Loadingper FBC, TAS 203-94 0409 05) 1_ None. along with marked -up drawings and installation diagram of all PGT Industries, Inc. 8. Vision Extrusions, Ltd. Parts complying with PVC-AAK4. 303-13_ � representative units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones, (SubrrrNed tinder VO4 X6.15-0469. 05) D. QUALM ASSTTANC£ prepared by Fenestration Testing Laboratory, Inc-, Test Reports No.: 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Cb1asuie (PVC) Exterior Profiles for Vision Extrusions, Ltd_ VEX-1 by AAMA Feantration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources cess (RER). � FTL-7897, PGT PW5520 PVC Finned Window (unit 6 in proposal), dated 09,03114 FTL-20-2107.1, PGT SGD780 Aluminium Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Pmgram- 2107.2, PGT CA740 AhmL Outswing Casement Window (unit 8 in proposal) FIT.-20- 10. Notice of Acceptance No. 18-1217.14 issued to Etlergi Fenestration Solution, USA. Inc. for E, IL-ITERL4L CERTIFICATIONS CU 2107.3, PGTPW7620A Aluminum Fined Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & tight shade (non -white) ,Trite Rigid PVC Exterior Extrusions for 1_ Notice_ of Acceptance No-19-0305.02 issued toKararati America. Inc. forth& > PGT PW7620A Aluminum. Fixed Window (unit 10 in proposal) dated 07/13/20, all signed Windows and Doors", expiring on 02./04,21. "Trositfotg, Ul raclear, Clear, and Color P'4B Glass Interhyers, expiring on 07/080-4. � O and sealed by Idalmis Ortega, P.E_ 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for 2. Notice of Acceptance No.17-080&02 issued to Kuraray America, Inc. far their their series -'%Ue Rigid PVC Exterior Extrusions for Windows and Doors?, expiring on r`SenfryGlas (Clear and Write) Glass In#eruvers", expttirrg otz 07;04t?3_ CL C. CALCULATIONS ATIONS 02/2&123. 3_ Notice ofAcceptance No.19-1106.10 issued to Vision Extrusions Limited for their `Brown O I. Anchor verification calculations and strutural analysis. complying with FBC 7sk 12. Notice .of Acceptance No. 24-0203;03 issued to Energi Fenestration Solution, USA, Inc :for "Bronze Coated (Painted or Laminated) Ulte Rigid PVC Exterior E; uwAons for Windows S� Edition (2020)_ dated 040�0, prepared by manufacturer: signed and sealed by their &tight shade cap coated UThite Rigid PVC Exterior Exclusions for and Doors". expiring on 09/30?24. U Anthony Lynn Muller, P.E. Windows and Doors", expiring on 04,116125. 4. Notice ofAcceptance No.18-1106.11 issued to Vision Extrusions Limited for their series � 2. Glazing complies with ASTME1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Nan-'%`bJte) Rigid Cellular PVC Exterior D. LTALIl-i' ASSL7RA�iCE QUALM F. STATEMENTS Extrusions for Windows and Doors", expiring on 1-129121. O L Department of Regulatory and Economic R.esour+ces (RER}. 1. Statement letter of conformance to FBC 7� Edition (2020), dated04;2�'20. issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. F. STATEINE NTS E. MATERL&L CERTIFICATIONS 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 1_ Statement letter of conformance to FBC Th Edition (2020), dated 02/01/21. issued by (3) 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. fortheir 04/18,20, signed and sealed by Anthony Lynn Millet; PE_ manufacture , signed and sealed by Anthony Lynn Miller, P.E. U) "Trosifolt- Ultraclear, Clear, and Color P'B Glass Interlarers". expiring on 3. Private Labeling Agreement dwment between PGT. dated 0330A5 and signed by all 2_ Private Labeling Aft stated 03.-0921 between. PGT Industries, Inc. and CGI `}J CU 07/0&24_ involved parties. Windows and Doors Inc., signed by Dean M. Ruaric, P.E., V.P. Engineering. on behalf of U m 2. Notice of Acceptance No.17-0809.02 issued to Kurara r America, Inc, for their both companies. Q "Senlr)"Ghst (Clear and" 'bite) Ghss Inteibyen". tgxnng on 07iO4r'23. G. OTHERS � 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1_ This NOA revises NOA# 17-0420.06 (PVT w,'CGI) and updates to FBC2020 (I6Edition), G. BOTHERS "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04??10M_ 1_ This NOA revises & renews NO.A# 20-04 9.Or (PLA w/CGI) expiring 04.14I26. for "'indows and Doors", expiring on 09/30Z24. 2. RER Test proposals #19-1155 .dated 01/10.20 approved by IshagI_ Ci>anda, PE. expiring 2. 11e current associated PLA CGI file. #21-0205.01, expiring 04./14,26. O _ 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their 0411+21. �� w series "VE 1000 Tan 202 and lighter shades (Non - hike) Rigid Cellular PVC j r,( ! .�,,.k 1 t � 2 Exterior Extrusions for Windows and Doors , expiring on 12,29/21. ' S � q + �, " ��n }`• l Q Z Idaq 1 Ganda, P.E. Ishaq 1. Chanda, P.E. J Ishaq L Chisda, P.E. Product Control Usk Supervisor Product Control Usk Suptrvisor Z Product Control Unit Supervisor NoA No. 21-005.03 NOA No. 21-0205.03 Q NOA No..•1-0209.03 Expiration Date: April 14, 2026 Expiration Datt: April 14,101-4 Expiration Data- April 14, .026 Approval Da to; lurch 2:1 2021 Approval Dace: harsh :4.:0:1 t1 Approval Date: lurch 265, NU E -5 SHEETNO. E 4 August 10, 2022 PA 1.4 ILIIIEGO INC. TILLIT TESTING & ENGINEERING COmPANY ------ - --- _ - - - - WAT TIER A. T1L11T, JR., P.B. Walk LPYcIrmF7 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panelr PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Slebal ProtectloT PTadmc tE_LLC, 4600 S.W. 51 Street Davie, Flonda33314 1, PURPQSE OF EYALUATiON: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC. Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditlons 2._EVIDENCE SUBMITTED: 2.11A_eROPUCTEVALUATION DOCUMENT (P.E.D,); Drawing No. 20-176, tilted R20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 that 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part oft pls Evaluation Report. NN`'P���HI 1 "- 0C ",' p R A. r 'A No 44167 -_ ,r( ,-" FluIl ..4 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phune: (305) 871-1530 - ll`1 IA A 44 I06119♦1 exQaucs Aluartl 4tsnrJ nszu i uz . 2,L TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 080911996, #96-570 dated 09/16/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem. P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.$_STRUCTURAL ENGINEERIN-0 CALGULATI.ONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.. dated 11103/08 and 03/12/15. signed and sealed by Walter A. Tillit, Jr., P. E. 3, MISSILE IMPACT RESISTANCE; Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol 4. WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beds indicated on sheets 8, 10, 14. 15, 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation DOCUment (P.E.D.). drawing No. 20.176. 5, _INSTALLATION; Irslallation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document drawing - (P.E.D.), a win g No.2 0 1T6. Minimum separation to glass shall be as indicated on sheets 8, 14, 16. 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. IHHIIIq44, ,T1C� -p q. �2\✓ .' '..• E•.9 <�-t{ �;, 49167 -7 t's,� 3r; lr ' * = / -,a STATE OF /ram S 4% . FIORI P (c '',,',ASS/0..ALIN xh,`11 %IIIII I t .\\HOMY\ GENERAL NOTE[: B 1) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS, STIJW CA OR WOW BOWS K FOND ON r«t (WYID_f➢43D -OAK GN.WUM-K=MON PAIll$) EXISTING WAIL, AWWORS SHALL K LONG ENOUGH TO RrKW 1,1E MAIN STRUCTURE BDRNO SUCH P,WELS • STORM PANEL SHUWH ON IM5 PHOOUCI [VALUATION GOCUMENI ISE.0) HAS BEEN VERIFIED FDR COMPLIANCE N AN:HORAGE SHALL DE AS MENTIONED IN B.I) AND IN 8.2). M:CORDANCC NOH1 THE 2920 17M EOITON) Or THE FLORIDA BUILDING CODE TO JQ-UMoba-vm (MIN, sp"Il C. NWEJR0.. 1))Its _M i DES- WIND 1DA05 SMIl BE DETERMINED AS PER SEC -ION ,6200E THE ABUYE YENTWNf,C L'OOE. 1/4•T TAPC'ON ANCHORS. AS MANUFACTURED BY I7.W BUADEA, INC _ 14-10 PANCLMATE FEMLE t0 AND PANELNATE PLUS ANCHORS VON A VON A wNU SIreCD AS RCt]IeRLU a' THE JVq�p1V1 WHERE THESE SHOTIERS W41 K 14VALLEI AND FrXt A ERECTICHA.RY FACTOR Kd-0.65. USING SCE _ 16 AND SHALL NOT EXCEED IHr MAXIMUM (ASO) / AS MANUf AMURED O( ELCO CONSTRUCT1071 PROo11CTT . 1/4Y LAG SCREWS PER N D.S. UL'iN,W PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 79 A 20 - 7/16'0 - 5/6' WOAD BUSHIM, AS DISTRIBUTED BY All P`NT SCREW. BOLT 6 SPECIALTY CO. IN ORDER VERIFY THE VTHE ADM CONDITION, ULTM AR DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C 1) MINIMUMFRCADED PENETRATION INIU WOW Of TAPCON ANCHORS SHALL BE 1 1/2- AND 2• FORELCO PANO.Wol. PLUS .rOl BE FIRST REDUCED 10 ASD. DFSWN ONO LOADS BY MULTERYNCG, THEM BY 06 IN .WIDER IT) COMPARE THESE W/ WAX (ASO) DI lr+ PRESSURE RATINGS N011 LIEN SHEETS 7 Ii 17, I., 15, ITT, 19 A 20 AND PAWIMµF FEMALE to C.2) MINIMUM STREA60 PO4EVAMN Or IAD SCREW. INTO THE WOOD FRAME UNP SHALL BE : 1/2• NO fI*fADED IN UNDER 10 VIRIfY THAT ANLH "' OH r,Ps P E D AS TESTED WERE NOT LIVEN 5TRr5SRU, A 33% INCREASE N EAF ALLOWA STRESS rOA WIND LOADS WAS WIL USED N THEIR ANALYSIS. FASTENERS SPACING to WOOD HAS BEEN OFTERMRMFD IN PCNCTRATION INTO STUCCO SNAl BE C40MUDEM AS PART OF THE REOURIED 1NREADEt PfNE'R(APON ACCORDANCE WITH N.O.S. 20111. C.3) NNwUM EDGE ,DISTANCE OF LAC SCREWS. INTO WOOD SMALL RE AS NOICAW, IN INK ;)RA%i FUR AC D TR1 RESISTANCE HAS BEr K EG N ACCORDANCE SECT"0&9 162a OF P IMPACT AN Al Rl IWillSTOMA PANIC. S AORED N[ ABOVE MENTIONED roof ENGINEERING A TES-\ REPORTS Sri 00- AS PER HRTS, R-20A. 9 96-570 A 90-iJU ANO C,4) CONTAIN PENETRATION Of W000 RUSHING SHALL BE S SCREWS u5E0 5«AL: NF 1 +/2' LONG WHUNUY .. C S 202 FCNfStRAtON 1F57KIG IA6 YK', REPORTS, /2032 6 /7126 AS PROTOCOLS TAS-101, tA5-T07 AND TAS -T01 AS 12DC WIT NO UCCA SM)UlO STUCCO EXIST AND 1' MA9YVY FOR WALLS WTM NO 51lWCn'I AS WELL 03 AS NDARICAN TEST UB 17f SOUTH FLORIDA 1Er01n /021D�01 -09. AS PER TAS 701, WAS 20fi AND TAS 70J STAIIDARDS. C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR .000 BOARDS K FOUND ON THE EAISTRA, 2 ALL µUAnNJM, DI1NSOr1S 'O BE 00113-16 ALLOY AND TEMPrR (UNLESS ONER*rA NOTED). Sr£ SHE[' 2 WALL. AI(NOMS S'144LL OE LONG EmAIGN TO REACH THE MAIN STRUCTUPE DEMO SUCH PANELS ANCHORAGE SWY1 BE AS MENTIONED IN C 1). C 2) A C 4) 1 ALL ALUMINUM SNEER METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY (0) ANCHORS Sl & ,WALLED FOLLOWING Au. OF IHE REC(MIONDATIONS AND SPECMICAIK)NS Of THE ANCHOR'S MANUFACTURER tt SLED • ALL STEEL SHEET MET PAWLS r L HAVE . ASTM A-653 CRAOE SO MNIMUY G-6U AL 'AIM STRUCTURAL a PANELS MAY ALSO INSTALLED NOW20M FLLLNOT MUSED Al ION DETAILS SHOWN ON SECTION S INRp,GH IO (SHEETS 4 TIO vAAzrD n n rY. R OA Sit (S'S+ONA ON W/ 5e 5 Hal (NTT ROUFD) L T IHRPNCH e) EXCEPT TNA1 NCIOER6 � N � SHALL NOT BE USED S 3 ' ALL SCREWS TO !K STAINLESS STEEL 304 OR 310 AIM SERIES OR CORPUSOA RLSLSTAVt COl CARBON STEEL AS PER DIN 5001E W/ 50 RIP YIELD STRfNGTII AND 60 AM TENSILE STRENGTH L, SHALL W/ FI.01i 6Uktw'K, CODE 4 O SHALL K THE RESPONSOl CR THE CONIRACION 10 VEINY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS IT, K COMPLY Sil 2.11 3.1.. ATTACHED TO ANSURF PROPER ANCHORAGE THIS SH'UT[R SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME MALOI NG3 6 BOLTS TO DU ASTM A. CAI. YAINZED STEEL, OR AISI JU. SCR11 STAIH{ESS STEEL, wrTH 36 b, wRwLw .+ELL S 10. EAC« REGULAR STORM PANEL WITH LENGTHS WAR Wil THROUGH 12'-4'. AS PER SECTIONS 6, a. a A 10 AMC ALTERNATl 6W. T AKIC/ORI O*H. S TO WALL SI/All. OE AS FOLLbwS k IOW ON SHEETS S, 6 ! 12 PLCMI1NELY: OACt HAVE A LEGIBLE AND READILY ITUE N51NIF MARKING At5Tq;1C1eNG OWNER OR TENANT f[NANf 70 SECURE PA1EL5 WITH AAPLA'A811 REINFORCEMCM DI1R910 PEAKYIS bf •TURRI[AJIf WARNING W TO fID5JB1f,&Qvft[D&9 GE1.EIt II THE INSTALIATON CONTPACTYx4 IS TO SLAL/CAULN µi. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS Ia.1NIMn OTH - 1/4.0 TAPCON ANCHORS AS MARUFKTURFD BY IT W R3UI1.Ix X, INC (RAM V -3192 P.K.) THE Still t0 "EVENT WOO/RAN NTRISON - 1/4• e • A5 M BY W.N.) RC, (YIN. rr-A, OLO-S ANCIt IVALTPOINT LSTRIMNRErt /C IOR L S 1Jima r J/4' SOLO -SR AM:110R5. AS DISiRIs1lIFD BY ALL PUN\ SCREW, BOLE A SPEOMLIY CO 12 STORM PANEL INSTALLATION SHALL COMPLY WDTH SPECS INDICATED W THIS DRAWING PINS ANY BVILOING AND ZONING REGULATIONS (MIN. rc-J000 P e1 ) PROVIDED Of THE JURISDICTION WHIEIF Pill IS APPLIED TO - /14-10 PANFIAAIC HEMWE 9) r PANELWT PLUS ANCHORS. AS YANUFACIIJP[0 OY i1fA CCONSTRUCTIONCONSTRUCTION PRpOVCP' '.!W (4) THIS FROU,ICI EYKUAIICN OOCUMCNf (PE 0.) PREPARED By THr ENCINCER r GENERIC AND IiGrS NDC PRONOL INCORMMAIKN . (MINrr.3360 P.s.) - I/4'e Cf TAP -GRIP ANfOIppS, AS WHL'rAc1UAEU Ill tRu -rA9T CDRPORAIOSN31T N ti'00 6.TJ.) EON A SIR -"CRC PROJECT.:• W HERE THE SITE CONDITIONS DIEWIT rROM 714E PE.0 i II') CONTRACTOR TO BE RESPONSIBLE rW THE y1CCIl PURCHASE AND INSTALLATION NCI.UOIw: lil SHIM Of THIS PRODUCT A.T) MINIMUM [MBEUMEHI OF TAPCON ANCHORS INTO POURED CONCR[iL SHALL BE 1 J/A- 2• $OR PANELCAM 4"t EASED ON TARS Pro PROVIDED HE/SHE IDES MOT OrW n r71TN, THE CONOIIONS DETARC➢ ON NM DOCUMENT 10 Al PANEMAl PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS CONSTRUCTION SAFM AT SITE IS 111E CONTRACTOR'S RESPONSJOl AV) CA C-IN A SOLO SET ANC,IORS SNAI1 WE IUKE RED 1/5' MZTO THE POURED CONCRETE No EMYCDMf N1 N10 (r) THIS PRODUCT EVALUATION E7MUWNT WALL K CONSIDEREC INVALKI If MODFILD S1UCG0 SHAD RE PERWTTm. 1/4' ii SCREWS USED SHALL K 1 7/2- ii MINIMUM SIOULD STUCCO EY11.1. FOR AID I' MINIMUM FOR WALLS WTH NO STUGT:V AlMAY 11F 4EA(N.0 SCREWS OR ALL NRFADCD SCREWS W/O ,R/ltl, (d) SITE SRECRq: PROJECTS SlI PREPARED BY FLORIDA REG,STFRCD FNGIN[FR W ARCMR[CT WINCH MU. BECOME aIE BUT MOH WING ENGINEER Of RECORD (E.Cil FOR INL PROACr AND WHO MOL BE RE'^nPONSIBLE FOR rK PROPER USE OF THE Ii EKVPaR Or RECORD. ACTING AS A DELEGATED ENGINEER TO Its A 3) IN CASE THAT PRECAST SCOW.. PRECAST CONCRETE PANELS. PAVERS. STUrrn OR WOW BOARDS BE rOUNO ON THC P10 E CIRCI CR. SHALL SUBMR TO INTO LAGER THE Sort SPECIFIC DRAWINGS rOR RENEW. EXISTING WALL OR FLOOR. ANCHORS SH41L BE LONG ENOUGH TO REWN THE MAIN STRUCTURE BEHIND SUCH ANCHORAGE SHALL K AS MENTIONED IN At) AND N A.2) lN) TINP F D SHALL BEAR THE MR AND ORIGINALµ. SEAVp SNIE CN.TIOf THE PROFESSIONALPANELS ES NNINT:ER Of RCCORD IHAT PREPARED IT (BI 10 F7IRnNt CONCAFTE.g,Up:-WALL ARIN__l - 1/m 1 TAPCON ANCHORS AS MANUFACIUEEO In I t W SUILDl NO 14 S.VTIER MANUFACTURER'S LAFAL SIl K LOCATED ON A RCADI:r NLY.E LOCATION AT STORM - 1/4' A A 7/8' CAl ANC.40RS. AS MANUrACTVl ON DEWALT INC. (MIN. I•F-15OO P.T,I PANEL SHUTTER IN ADCOMMNCE WM4 3Ei:IIM'1 17p99DE .3 OF FLORIDA BUILDING COONE LABEL SHAD. BE PLACED FUR( EVERY OPI.NNC LABELING TO COMB, WIM SECTION 1/09.112 OF THE - ,/4'6 s 3/4' SOUO-SFt ANCHORS, AS DISTRIBUTED BY ALL POINT V.PEW. DOLT R S'PECALTY CO IIOROA BLCLOANU CODE MN c 1 Al. 600 ( P ) - /14--TO PARELMATE FLIMtr O AND PANELWTi THUS ANGIORS. AS MANUFACTURED ON CLOD [Doll Hull 1N,5 DRAWING SHAM BE USEDOFTO 1 OFEfAIN PERK N THIE STATE Df FLORIDA HE PROD16fs Ill Fc-2U71 Wil AL... 1MHH1111...Ali a CF TAP TRU A, Il - I/4' -GATT ANCHORS. A6 MANUfACfURFD BY FAST CORPORATION Aa HER .. .., (/ K� 01) MINIMUM EMBEDMENT CET TRACER! ANCHORS, ll PANELMATES AND CF LAP-GR6• AICHICI, INTO 111E COH ETFP' , '' vNN''' FLORIDA BUILDING CODE (High Sriodly Nurricon• Zone L\('A BLOCK Uwr SHIN, K I I/.•. s a. N,1PXL i ZO CAGE GALVANIZED STTEL STORM PANEL 'A Ill CALK -IN A SGUE-SET ANCHORS SHILL BE EMBEDDED a/a- INTO THE CONCRETE BLOCK UN0 NO E Eft, No' 4 ) 67 a L --_ LIAR' M' _ w rive nv ___ v PERM\ n+ +' .- SCREWS 1 1' M w N s rr, INTO STUCCO lN-L BE m ZD USED SHALL K T LONG N U +()U�t'C / / r4 A»"'�"--'-- GLOBAL PROTECTION PRODUCTS, U.C. W,T Ex151, AND 1' MINIMUM iCN IYALl_r, ON NO sTU(:Co. .O'. sIS9•• soma of -- ! �,� I l IL EC O EYE , �wanl[D^'B .evD lR a• TTxn o.q. n )»I. . n •. F(OR 9a -'•r`T nLui, lb✓ANr s-Mlww, r. n•W iloW'.„-IMW •Hw'- IAe.Tes-Iw rAF ts6AMr-ax, 20-176 {-s1nn y V/'•• �--- su+lw nnE/WN ,... TAR I W, G-0VEM71T __ A !iEw oAaNm Ne br„NNNA . E..a, �. wrt �.. PE o-,a - AKm , a » ...-__.-_.. -. _.._..._._.._-�._._...- INSTALLATION DETAILS FOR R0V1AR FA_NEL5•`1,'. " INTO EXISTINC__pWED CONCRETE OR CONCRETE BLOCK STRUUfITtAU M«„DR, CORAL IfR AIGIOAL � E sc-I'ma ON .Ials L _NAoUMI IT (SEL 14HtOULL ON 1, WIIOIWHC AO/Ole tea SONUILAE OR-- YQ7e 6 PNgAN 6) I I S'If1T3 a IH.IOION {.D- rl rY15TING POURED 1 -1'4 DORMlt Aix- LXtS1r1G PoUPFp (WIDE 9LIIaRE aN I t ,. I (J stern a ,-,*AN T) n1A COIKA[lC IELNINKD 1/.'n, .• sA a'"t•Yin.- R COwwn RE(KAEV 1 - WET- 1 +' .4 1:`K ti. '/2'', f-a' tr �,/.. 1.:a., 1/4• F� �7- /.•" l E - s""�:': o� jI �.. jjTV [Ale1ING Aa,WEP ED MIN ( 2 1 � I - It TW ; 4 /� --'I O 1`DUPFD E.0 � A9_ `-- E C IIALsLI �. �y RLPIIMD � I ' l>r O 001: CONCRF'E REQUIRED rA,.l 1 ,yA ,p O, ' b i i 1'._ {►A�N)I+: oI $& rOXmMt 1 i§ III' 1LYRsl I j7 i LvaY�snD • iS : Ii ewW�LTw e oc ( A Lo"r s1'i"NWArvW I 1Ap w I MICE W!"Ho"­ I �.•-w WNT e 1 t � �.PI SAINT �1.16 _' L6L1/�� ��--' j ` roP ro. � �a F 1 Ems) I N m w9 P0'( 1 uLA,n I I 1 I E hI� - f- '1 - g ; r� Da11TW--) . 1-a�4J I (LI( I T 1 1 O 1 L N I f 1 i Itt vLW I aAf 1 1 1 � 1 I I 1 0 i w � I ; - - r -_-` I I 1 1 `J 1 I I hN ' I I 1 I ' ri v �i• :R '1' f V I i f 1 Y}' ( i --' Ii6wNll i I ki I /i•1 I MET AIO • I '(►Iy •1 I I I _a/M'r. -. IT I M ,/f AC f p,,,, LIQI Mp I rYIST .i DURCD COAICRCTC M 1 I 1 1 I '„�D I I/7' OL. ¢ I F.,.I I ;, (p I EXISTING POURED I rOST NrG °OU1RrD [ D I It r/Y os I (NRLOCK ' F, MC IR.OGN GARE-DI I TTW,sTJD • '. � . i ' _ I i 4 UNNCMIIE - REO.RED I(-- _ . 10 ....--.L�-- -_.-.- I.. -. RrOWREO , /2- I " 1/2- J -' Ill t L�_. --i- .-.I- Ills '' / I• Yu, , FFIST4IG POUA1113 �L10 cowROE tDF - /A•' 'L A -I5' WO 1.�1 '1•�-W EU.CRm AKGIORA 1 IA "PON,V,) (:ONCAET[ ANGIOIK _. "1 D i /yyy E i �y4 A' Ourxn Acorn 4 : �A-�'WpL•w (ANCMTF ANCIKAE04 o G rA -TEO ./ STUD 4) FIN.. a O (NN (S ACHm,I,l ON „G, lolly scll(o�11 ON rM �'. lY3 Ii MTitp�ITMdJG" ESLE scaO ON SHEETS a RRMON 4) s«L a MH'rq 4I 4) WALL MOUNTING COIL] G AN F.00R THOU_ HI1HQ @�LQ G ALTERNATEBUILD OU�QUN11K SECTION 1 S S� SECTION 4 SCUT S/e-I- SCALE 3/8-'- SCALE .3/6-I' . I L i s ED. EDGE DISTANCE I EI 01 (SEE SCHEDULE ON - -�- ro -_ 1 j if SHEETS B A 9) I 1 + N,7G .., O f NGTF FYJr�CGYBINl1T1(1N Gi jy^](QIyS irl I I Is 1/2' OC i �f 9 TOP A BOTTOM MOUNt1NOS CAN BC COMBINED w ANY WAY To wR ANY 1 �K,,,��R'A"j��Ml„O,N INSTALLATION e, ,. Q` , ... . .. a ElIsIDc: . - it ''' - I'LORIDA BUILDING CODE (High Vioclr NUnkane - r Zane) CoNCNCIE , RcwRm CONCRETE D NG qR5 f5" I Z * ; * T - o4a» nNco. •K I 20 GAGE GALVANIZED STEEL STORY PANEL *=C - - - � TY - Wl ON Txe:pRom., D) _ /' �- - 't. C). rATE �Fr 04;.. T Et C 0 , GLOBAL PROTECTION PRODUCTS. LLC. ORID`k '^ 1Mc`�� oil»/awe W E ,, 4CJ, 4eoD S. s1 r1Yn -coMWPAYY W«(n sus �1A•S/ HALE 3y F TALKY r--rNPNI' (Lsrl6ev �l.D tMH)WR-vm 20-176 5C'AU1 3/a-1- N, ••... 0WC-a_. N�"•I-,.,I.'M NI1H a r,Dn47 l; - - a IHh NA. .L. yDLLe IIIX[/6X1C „µ/ER A 'U P Y - -I Mt 7 .- ._ IR+ . W b VAT'ION. tLMI'_R(fi,.2u-B7219.D1 3 ATE RIAL ... M __CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS ANUCONDITTONS OF-USF- 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block. and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167). President of Tilteco, Inc. Inc. (Florida CA-0006719). `�,,�,, Iii, 4 I l 4" x ,;, t _:.. (C/,r �� r1y�P•'' JCEN,9,c �9 ' . 44167 -'--17-- r* : - * •: * _ 7,h#7,r•:--a''• STATE OF r4rr= 'fi-� 1dc �(OR-10�a�rr` FS \(• WAIT'"O^ TILTECO ADMON RECORDS I P. E. REPORT. 201 GLORAI. PROTECTION PRODUCTS, LLC 120 GAGE GAL VAN12E0 STC LI STORM PANEL\ DRWG W 2M178L REPORT 0 20-072B.01 TILLIT TESTING 6 ENGINEERINO COMPANY WALTBRA. TIL13T, JP,, P.L. tiltec,o@1aol.com PRODUCT EVALU MON RFXORT ,n.F.F t,Prui N 44LG' H L'..A. I-. NO lAY!IV REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: (HOWI.PFOtectlon Product&, LLC 48DO S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF_EVALUAT"; This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation This product Is being issued an Eva luation Report as described herein, and has 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 purposo intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2_F.Y1REtlC N WBMITTED; 2.1PRQLU0-EVALUATION DOCUMENT-(P.E.D.is Drawing No.20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an integLko t,,06,JJ115 Evaluation Report. ,,,,,,,, ,.:.,!le 'e _ 6 ,,,\GINS,-' -.F ` - 167 = 7i , * * ", S -P STATE OF Ir !,355 N.W. 3% Street, Suite -105, Miatni, Florida 33166 - Pbone: (305) 871-1 J�`�SlgtA(;ib�(,ii4♦1-1531 /IN, 111l I III I"I'liL COMPONENTS FOR REGULAR Sc LIFE _SAFETY STORM PANE $ (SCALE 1/2-I-) - 15. t96' (TOTAL WIDTH) - _ IS 196- (TOTAL WAIN) _. 12 S00- (ETTECTNE WIDTH) - - I - 6 ,/4- : 6.250" - _. -.- I , - 13"I,o- - 1.3A0• - ")SD• SOO, - ., 500- r , - , "3,0' -. , 0,6M' WN. 1MYCW )- 1.350-,-, ,7A. , - 1. - ` F' . C'L.CALVANOlb "n' .{ I YC'/ \77 - Spp E :;Y,l'\ ASTW A-60.1 / _ 0010' IINI THICK fIGN14ES).,*' ! GR4DE 60 W HEIANED .>IIr'' J '1 2.65T I l r "_' E.asr f.-ea OALV.I I [ 1 _, _ EllGALVAR7ED AF[l EDGE EDGE .1 A- PArL a.2, A Y 631 2 � ':TYP. 'A' N ,IEMMfD - I . - _1 EMM [D _ Iaw,DF Sa MIMML7M ocrAa aJ Rl Ixra A_. _1 LSE G-vo GALY ..i. EDG1 ` _---_•----- l .. ..___. _____ __. .-.__._ © STORY PANEL (4 END STORM PANEL --2.,67. - - .�). ( t 'W 'E} / WO DYD LIP �,/ 1250 ; -- --- --- -- t 11 ,Do' R, p, 1 t2I -Caw' - IJM ,,s. '304 SERFS _25 w/'(AMMFD fDGr // , .100- A 0. SO" r1f • -'.5 SS Sm WASI", S.O. STUD RrvCTw - ./SO'- . - .MD- , 10 ANGLE 6 10 AYaLt • �'� � ,50.08' _IW I 17+/7.O.E.1x VT Oc. '�,/3.J75' Ow•_K,3. 1000' 1.500' { (mil -.I--.`; L--!' COB]•2, 25 O[TWL t 939- 939• O[fIIR 1 �'`__y_ 2 17b' I 1125•t 11154' JAO' --1 ,ie1 R -.0a�1 I - , 125' L500' - I _.. 1 I I l �+.'- R 0. .]7S r 1,. 5' Ma.-1.S00'��-, er .- ISOMETRIC VIEW DETAIL A � L--_2.o6D• -.._ L__xooa• - ROUNDE,D CORNER O ENDS or PANEL'S IIAL R _ END UC W( HE/AMEO CODE. O Ili HEADER o (N.Ts) "�=HESQiS A a1NSiIE 4AI ANGLE WITH STUD 4 ANGLE WITH 1 -( -IM REYERSE STUD SEE ar, 1/14 6 1/I4 e 1.-___,_._. __ ;�- I -.. 1407'1 063' W IT_. 3" 4 . I.:-: 6/ e'. •OLE MR I I SKID LOCATION A7 PANEL .0, r. EVER, O.EIIM I - - ow* loll O KEY HOLE wASHER - - .06]• GALVANZFO STEEL N+. IS' COAL. ( �7 175'r i I :.]7BY .Btb'r 11 of - L444C NICKEL +f� - R 12°, - _ I175- ELATED All NOT -..._2.000-- _ DET ' p 1 /4�"[' V� .TRUAIKLI, USE WING MD *~ � �MJ2MEX�7Lx"X�I ALUll11i{.U..tlL_AN.GI.E wool I«IC RAll II/ AIMM AA • 7/0'..1117• WASHER NIL (SIAA SITE, OR NEXT, RATED S"ll 374• Ik Pp IDLE 'a6 W6' L _. I 1 .3I6• .3"e_� I - 770..S- 671• T D93 I12a'e r.[WO' -� o .FIN TRACK ANGLE s+4'e :N."' A11TIQl"'NN 37i5v WO.1O ', 1 ;?.-",�'..- .�,- l-i'� F. N ( ._I -�✓ 7 1•baFP. a m.D. STATE OF �__ ', 0' LOtjLOt,: E LE ', , '. K Y HO ® F •. S AT PANEL ! or 3W-r . •-^TT-E� 374' 066' lea' - _ , 310- T .1 640• I .571. \ta ),j p, I a15• Dell' _ _ Rvil (6/Si 3/8" "F" TRACK - 750- - , , 25- .. /.-.-2o. JD. SfARS - . SS Sl RKm To AN9L[ A ,1 t/1' OE 1 500' E--T 750, I I T TARIFLAT PLcATT�ErD FLORIDA BVILD(NG CODE (High Velocity Hurricane Zon• 110. TA "Cl WC. 20 GAGE GALVANIZED STEEL S70RY PANEL 1 orol D ECOI.G GLOBAL PROTECTION PRODUCTS, C. w-/» /Nuo RA. SI n -`- _I�TMa�MNEMMD WR S, 20-176,mum,,ammHnM 'I , " r.oNL (4.MN-TIN1A (.$)w-Rn7 DAARWM w W EOW7I4 l mr! " MlRA. PE A- - fH1,t 1 0 » INSTALIrA11ON DETAILS FOR REGULAR PANELS(1) N!E (iiI E _CL9l��iDETAILS FDIC II�TALL4noN_IN_Pt�IJ�CpIVIIC.REiE, INTO EXISTING POURED CQNGRETE OR CONCRETE pyBOL�OC•�K� STRUCTI ICES {/���C� (r�Q p[(y ll �p t �[�}yMICK QR7 WOOD Lr �{(YpL� L���{L �/�}{L� rA� -N 1 rANEawTL ,[YµF ID, co Ill AKTITI i 1 1/MM IN /F•Wil L�iSL.1PLr5E4OULAh_LIFL 59 I--I.11] rL172 !Y� _ 5E.,Cf.�!_rA NI TMD 1` IMR mm wu6 N fJ 8 a A , '16E SCIR61Ri ON 111L[T • • Q 1• _ U I W[5 6 THRpIW, 41 ,•,_ _- - _._._.. _._ / - ',I ,i ,JP. win aovL r, ' 7 1�) , [[IST 1�P "EE• _. : C:D .- 1I /� ,.nu.r 1A 1 I / }... (t';"® now" I E ; 1 ,1. , JM '�' 1 - L_.®„(3 E L I 1 M i '4,�.Y _ f i YNL, _ I I EASIN4 POURED I ,;,ji H ` rr Pa „=�I 1 (:(IHCRETE OP H 1 P,r' u -'4. r- I I CONCRET7 BLOCK I ( _ L 1. - I REQUIRED. 1 9 � t i I i 'y CASE A (PLAN) C7a1x -L� - - J r.j 1. R, I I I I TI %Cµ F 1116- ' ./Nwwl - - .,.t 1..1. M� ,. i ♦_IWH- YW 5 CASE, (PLAN) 'IYl_} 1 L^ '. ,/16-1- u­AMSN•4_. I Y' CLOY j a,A 1 � 1 I F ,/Cap . , v. ,,,.. -- ',x/L- wr sI _ p 2 NFpuwv Heir i lw ,a sal UX+AOIAS I 1 I_ w 1 ,� •, - `-RI-MEP, ' T /7v♦m`.YoA r2 1 � (1 W w TD•NuI - I i'/ 1 1D aAu 1 (;'1---•-•••�•a-Y.. .m Rn a I ro cuss I I 1 '' J ,n - • . ry . a.- a �^"•'" //�'\ rry-4. LY _ /. gg pp .I I1 i I 1Y•"N.I.rO I 111 3 r�a4 tN'+iL1"j',1 �' - ._. t ¢ M6G POUNCEED I n �AOenKm1 cNcu"L"rr Ill i [ D 9 i ! CASE C (Pld R7171FRr.0 1 EXISTING POURM u'• - I 9CXt 3/16.1• CASE D (PLAt't) 1 CONCRETE OR______.__1 5(+LLL S/16-'' Tp I CONCRETE BLOCK - • 1 RCOL'IRFD 1� ���µ.Lt W/�7/E• u t 'L ��ms CA<.IN OR NKalA1L ... 1 - H � , �; 1•-. WI I�.iN .ar'1P" U "' 1 IFYNL To .NO AN[UAT1 .%nCRL/F ANCHORS t+/ _ - ,M /I R,IS DR Cr TAp- N ME S: ow aN SR FO8 allfS ON c sHF1Ts e A IT sHc[rs a IHROLKa' v1 :• X6LL�d4�� BUILD OUT MOUNT1JyQ J , SF&I14N _.eL SECTION 3/ 7 I I. -"" /�'� \ SCALE 3/e-1' $CALF ]/e.l' YK. •pSN uWaAP RrmN'- WEN e4. - A y .1 ` , M �I-W%_,m ;= K, EDGE OF msTIRG W NFIN I' NICE . VA)l . I /B' E.D. " EDGE 01S:EANCE (';♦ "u now+ Pr' nP r..0 OPENNING TWI, µOM 1176E DR '• I (SEE SCHroULr ON /�J a6 CA$E F (PLAN) EXISTING s7rul PT WOOD PLATE SPACER 1 ,'� SHEETS 6 h 9) I /-' SCK[ ]/16-,- r NEW I• WIDE K VARIES r 1/6- /`I I v / ALUM, WK OR 1' . VARIES I NOIL..EOii_r�eMBINAM'YM Or SF[iLDNS ' 11 wjw R I1(APxUITC SPAS' i TOP A 80,TOM MOUNTINGS CAN BE c CONCRETE ANCHORS I COMBINEO N ANY WAY 'O SUET ANT CASE E (PLAN) '- •• (511 s 6 RaOU010N n-I - 1 4 ;NSTALLATION ScAC 3/16.1• M, cj_, ' �1ER A. r((�/LAya 1 EXISTING PolPtrD -r,kc" �,, TeAacT L9's+N n r y1: E ✓y's, FLORIDA BUILDING CODE (High Vioctl Hurricane Ion =4ORIIR ORJOq--.-.....- CONCRETE o t, W ie NBblt 10 i WERE CoNtow I ,/2' Y!A CONCRETE OLDCK a1AW M 1L. nx 1KW, ? z .leas `K`1i. N. 1 20 GAGE GALVANIZED STEEL STORM PANEL LW - A A M 3' Yc. /IFOUHRED .w - No 44167 `' : X` SECTION X-X * . * J ii �, -- .___ _.. _.....-..... ryL/Lo» SCALE J/R-'• = S /-TES y.� GLOBAL PROTECTION PRODUCTS. LLG of Ili OETd11�9�$PAGESri.BEQUIRED AT TOP-0 '. I L E C O tf6e. Aaa L.. 61 rT(n f 0i �,CWRNPNIt cNowit DPW. IL ]131. S)II.QII_ISACtS�9Il,JACENL TO SIU�Sr41 �B,t+!?S 's, �cLS .,, )RID Jlql� NA W..0. n ,ats NnwL v6yFN-Isu. u s6+THEE em 20-176 n... inn .n-,4W .« D'MAN,G Ile ti. S/ el _ _ _ __ _- G-IxOe719 A"' �-T �� r' PEEODLIC r rVA WE ATLON RE0_ T tEQ 2d-922Zu2 2 2.2. TEST REPORTS; Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code Uniform static loads as per Section 1709.8.1, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Sol Moroz. P.E. and Henry Hattem, P.E. and Report No. 0219.01-09. dated February 25, 2009, signed and sealeo by Edmundo Largeespil 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. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P E. Tensile test report No 9CM-198 by OC Metallurgical, Inc.. dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERINS CAL04I.Lil 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 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P F_, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4.. WIND-WAI26-ftEOWAI140E; 24 Gage, Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E,D.), drawing No, 20-175. 24 Gage Galvanized Sleet Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard- ol10 kIA11TIZ6' 'kt•, P� `\GUNS • �9y -.,�`. -- 677 '_ 712 3-, tj * * r 'T, a _o'. STATE OF z-; `9p F P' •-';a�'', r''. .. ,, �q", S•.,.... ..•, G�`. 'n,,"" ONtHilIALI�•M41A,A1• PRU iLDT X___YALUAlliaRRYDR *o _IO-o7I7Ja 3 5�_ INSTALLATIO N: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thou 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 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. 6. MATERIAL CHAf3ACTE STIOS_AND SPECIFICATIQNS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIQNI AND CQNDITtONS 0fl fE; 7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E. 7.2. Predict shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlllll, Jr., P.E. (Florida License No. 44167), President of Titeco, Inc. (Florida CA-0006719). -'4 .'' �CENs, `--`'P''' � � _ -/ 7AIZ Tt . •A' WATLI 10 77pp��pp L I u-I nl T'ECD ADMO!J RECORDS 1 P E. REPORT.20 \ cLt7tiAl P40 d INN P tlOtT S. L GALVAMZEG STEEL STORM PANEL I DRWG R 20-1761 REPORT W 20•D727Al ,c' ( 0 R 1D � `N♦c FS' .........�•NG� /111115 0,v Xi �1, " L`AA `N 1/4, 2/4, 3/4. A/4, 5/5. 7/5, 1W/t0, 2W/10, 3W/10. 4W/10, IS/5 51l 610I Ili 710l 3• VAX A/CHWRS FOR CONCRETE SEE SCHEDULE ON S"a'M 11A 9 31 YAK' AIRN .______ rOR WOOD SEC SECTIONS ON SHEETS 10 A 11 'I 1• AlN. D.M., 2 3 4 f 1 1 i j r T- T T r I I T T T ®}®• )- © I I- r1 i r - I -1-r7 't-r rT I I I I.1I_11.1I ,L.LLf._J._ '.'1.11_ 11_ll�J7f�,I 1-l_l_1.1.I -. -r T '• �l T . .1 1 ;.1 1­_­ 41 �� I UNBOLM PANELS ;C1 � BOLTED -PANELS W/ 1%N-20T1• - - (SEE SECTIONS AS t lrL I ¢¢S. M.S BOLT W/ >/B• T 3/37' APPUDVN.E) NFNGN,h • EA OVCRIAP i 1 ' ,' (SEE SECTIONS AS APPLICABLE) n I 1_ r l'/ . / ". 1J 1 , ,_ __ ...__. I _ __ - __ _ _.. D.M., 4 .f I +i ®�O Q f C IO .o' ,oI O -. M6HN....�51011/10, 1/4. 2/4. 3/4, 4/4. 5/5. 7/5. _ I- MIN s MAa Iw/1o, zw/To, 3w/1o, 4w/1o, is 6101/11 & 7W/11 ANC«ORS TO. CONCRETE SEE SCHEDULE ON SHEETS 6 A CC - rOR W0o0 SEE SCCTOIK ON SHEETS 10 A. 1, ' REGULAR STORM PANELS J) & f6} ELEVATION N.T.S. 267' I/.-�. CJI (CAN 004,W - WHWL -,Erl I MAX/ Gl 1 ., �i�t^ 1� IU�� . F ✓ tgi (7 ; EN P''• 1 441CCEI SECTION A -A Ili ND ATE G+-- *' - yOA . ORIQI` W �LIZc, �; s F ti "",,",a."[ A'N Drip - 11- NW/a'x -. - - I 11111E - FLORIDA BUILDING CODE (Higo Velocil NurNcone Zone 20 CAGE GALVANIZED STEEL STORM PANEL MINIM, eN & LL ET C O tr4AL GLOBAL PROTECTION PRODUCTS, U.C. IeD] Sw 51 STREET . 2 =I- 01 ;;Ji'°'° HCi It 4w Y 20-176 .. r wlwr A+e•Ia r. -1sr6. PNXl DWNH.arA (TIVIMa-Am �"� ~ G-aIOe71L '- - ^-w. u,P-A �: r..• P.( RR[t J a » INSTALLATION (ZETAILS FOR-RESzLILAR PANELS\ i & (1 INTO EXISTING POURED CONCRETE qR CONCRETE BLOCK STRUCLU ANCHORS rOF CON'Iii SEC SCHEDULE ON SHELL 9 - rpuRFD [ANC POVREU CONCRETE CQNCCE [ _ raR WOOD SEE sec"o S ON SHEET 12 OR CCMKTETC IR nCR stO OR CONCRETE BLOB EBltdtl[ eLOLK J• YP. 26f' 3- uc, REQUIRED CaIICRftI ANE,IGNS ] _ ._ �5111) r ON PFOIARID EfwcRll AMCHfIR1 (> 1,CNIDUIL ON ._1 1 iE \` REOIARED �OMP[1[ MC,•Ri �'1.PRL 9N _ _...... L " u.n I' Y:� (MN O,[le„P • 1 rAIOF vALLlT') e. 4. N Kn21W/17 _ D.Y. - I�a17 rrr---sss111 4 ' 1 i �' ; i ) sox I rl � I M L' I 1.0. lY ED ,T l.V ..• I _ (i' .I - . - _. Ai MAX: 'I ; ' \'� r \- ! 1 - 1 Il m.I I I I O I . ."t- I I'W`A-T ao 1, "'" 0 1 IT. NUIi'� Min' ( 1 i..EAI i A (NDAA' • '• ' 2 o L M ■I� F. AWPENa I O q rox7Au ' 1 I M. 1 KN' .1, i _ I n ''lI I. a ell F-, CI 1 d lk I iKaf n I 1 1 I l I -Ill" Y I I " _ , 1 11 L '. � � I 1, SUx L L 1p•r-aTN1• Lt A1S / i/ST � 1. - y NJt R fAM-T•-..I •3y I1 It . # ! I /6-A J/J2' . 9 W11C NYF W fIl1 I'S I91-it W/ '*'A t,/.:-jar (9.i RM3 W41, )?�!•+ fIT a I , MXX 1 II7/Y. , I Wa i , I i IWWTMgO KIDINRUP I IAA pI R ! 1R-w. Wa, I I , I ._ ut .��... -� -_ _. , 11 I .-... w ..-._ I IT I I 1 Y I 1 , -T^ Di �1 II- sol -i 1 i Olt- L 111w I _ - 6, S it Kill wil ]' YRILi� , Cl r . D.Ml0 I.I*M I' L61L. ox Or t' a�'2� MIX 47✓' ♦.V : �'2,� MAX 4: ,':. i I 3 r a ,C 1• �' ANCHORS FOR CONCMTE SEE SCHEDULE ON SHEET 9 ..... .._ , ;. MAX, `, i FOR WOOD SEE SECTIONS ON SHEET 12 r, Ep TI4 NA ( EL REGULAR STORM PANELS �";.j(LJ® ELEVATION I 6 11 . � SCALE 3/3TN� t E _ ,/J OG - y J �_-J 1 I I { I I 1/4- WAX GAP T '. r I M I M E ..71/A• YeII ' 1 , •,1'.-20r J/4' S.S. BOIi I W/ 7/6-.3/J2. ONG NOW O 12 1/2• UC CONGRm ANCORS VA -"-j .{E.: :'-"'iF'" �.. IMN LNCN ` ._� \ _ .. . 1 cl N `i. ANCNO.S SIACACAV ANCHORS X.HfDAr 0„ Ill 6GHCOLLE ON Il l T) '! 1/4' M4A' ' (1 sY' W/ STUD (SCE E AEDUIE ON sHELT 91 tartvCONCRETE ISH .„sn o7 rwRro LK.cMTr OR SECTION A -A (TOO_) PplRLO f-0NCRnF fR eUXF IKAI.LD cdlil oil L01f[RE'IL MOCK REGUP[0 CON ISTE BLOCK Aro,AK(n SCALE 3/J2--1' Ar"ED MOUNTINGDIRECT OR jugE(,j AND _V�ALL MOUNT(NQ M11�11Sr AlJ 1H A SECTION SECTION 9 SECTION 10 SCALE 3/5-" SCALE 3/6-I- p �_&L M1lnr.N,,ll„ a.,EA A. T /,p ,ti rf 1�. ' v\GENS P '. FLORIDA BUILDING CODE (High Velocity NYrrlca.* Zone) Ni,IE.F08.COM9%0TIOM of UX11oNs: - No 44167 ''. 3 : _ a701° " 10' "` 20 GAGE GALVANIZED STEEL STORM PANEL o.un 9 -. E.O. " EDGE DISTANCE (SEE SCEEDULE ON SHEET 9) TOP A BOTTOM MOUNTINGS CAN 8r COMBINED IN ANY WAY TO SUIT ANY ______--- * � * L r-A - / s ' S TE O}- �'. - '•s , GLOBAL PROTECTION PRODUCTS. LLC. 5, .. II L_T-TE C O r,/C s1O(T F '� �-L L- -�. --^- Case SW "rIITN070 I INSTALLATION y n' . ,C••., RIO .• FILLY IE ND� EN01 ,Nf ANT DAM[. n. I3J I. a„I,,.IW KNIa(l. (o$.)m-1H6. f (41.),IW-.n1 20-176 NN' / " ,,. `2, ,r w..,. my. T ORAIILW w .. 41, N A .w pn1 IIIN(IHW Nl• N __ a soot" EW _ -- = AnIR/dIR .N TZA A. iLLT .,, Al yRn A y H. r 41f41 _4__ W N ll cn (Z a) � a U O C ,� O � C-__ 0_O Co -0 0- CM -4-� U Q) ,A ll-4-- a) C: = CIO U O -0 _ -0�♦ O Q L O W M O � LL _ - M Coll O L_ U) _ 1E a) M L gO , Q - -0 .s:- W Q rM#1 Q Z Z W J C-4 /, 0 Ill ._, c Q CET •a NS) -= Eel 9 L.LJ O.I-- C7 tn.C, c� _< C' 4 . - U � tea, `•, N Occ N Y D W s .2r t y a, O) _C2 =J __ 4J Q, = Cl T > ..c, En n C: I- CD a v `o (n }/ L. (1) (1) (1) c- _+_J +--i C/) 0-1 M �> U) CL 0_ "C/ C) C- -0 M O S✓ U L. Cl) C ICU s..s..1 Z3 LLl 2i Z Z Z Q _J O_ SHEET NO. SH 1.0 im LOOP- awe+ r 1 1 ii' 1 I 1• I 1 1 NIaNAfw SCD.I 1 I i T I_ NawP ca.cnn +Lo1..m i� i 1 - cvlw Y Morm� - aQ AotauL _- WALL AND FLOOR MOUNTING INSTALLATION FOR MWc,,. ".'•Hid:' R�•ne SPLIT PANELS Or ­0 Sam LL Y.Y.,/ra-r rl•.-- 11/{•1 \ I (p'1i•"y-•�'n Narn I rY. row -I I*w ry • ATRrONI �. L -Dw. .or a OPTION) -I L - _ E.D. w, rnv.N W.N Ran i 1 / 1 I r. 1' 1 • i` ' �'�'----'r •MPlur ..ur A / 2 All �R leout - X 'AJm wan ( / A 1 I q DETAIL) AA A r'IN'TMrI MIT.• ea HtM ' »UIOM • IRtQNI A M w/OI '1'-.. lot= - AW-n NLaI Aeurm.e 7 I I AWA. TI Y/I!'4 IArpPr I, IYA/• A' YL rl� \�aa`CIWO Rm mall i q La __I. _ _ i P'. 16w iLm M.1 - p� te, nru IV •m0 Yl.. Ilia N.1. M1)1Y I MAUDW • t ,. • r•.r.v.•p-r - 4 .AnI NWw f. t . a YIDS 7 los"Pri e� )n: ', 9i L . Iw.on svMr • cxr Yu.AN m,`QNM` - 1 I` ELEVATION SECTION Y-Y SPLIT STORM PANS ELEVATION 1 atf SCALE ,//'-+' sckf ,/.'.. tY'•rwaw•"'.n SCALF ,/6'-l' Euu n QETLSIL-.i LN•rM1 L.WI L" a MULLION SCHEDUL ` � cvcA(n .fcr10Rt �..cF[ iKNHa1.aE M... MULLION SPAN (TT) ' --REOUOwD Mln. TUBE MULLION > 4'-6' 70 S-6' 2' A 4' , 1/6' > W-10" Ta 6'-0' 2' . 4' . I/6' IA TD awoFOR (LS_o 2= PR15S ' RArao •• I'ALMILEL ItGE51oM PµEI'Sf LLNGTmN OwENRD SETION 1 SCALE NOTE. MULLION CAN AL50 8F. INSTALLED W/O STORM PANELS UN 10(' OR BOTTOM SG TMI IT 4 LOCATED Al TOP ON BOrTOM OF OPENING LURE PANEL OPENING ON/ LURE TOP 4, 8DROM) zi s No. 44167 * * FLORIDA BUILDING CODE (Nigh Velocity Hurricane ton IATIv- FCORDD*•: �I.4''�: 20 GAGE GALVANIZED STEEL STORM PANEL I DARN P, 11LIECOIN•^ GLOBAL PROTECTION PRODUCTS, U.C. wE \ -IW, Sr sWMn 2,w, n- " -•-•--�- - u ZY" a (�NorR� M.w) in-Iar w . aN n._,a1 rw INALILA u-D5o4>,A A IA[R Jr It 7 O*w Lw . Al (20-t76 rrK>C (Y5•Hm-1Hl, IAx .e4).OP-.TENT PIMWw. N+ mOL/s",M,E/a„F Y n-IY a.n a IN�AT LL,ATT10 LDETAILS FOR REGULAR PANELSi dE INTO EXiSTINQWD?QD STRUCTURES ..... - MLAw1A. 1IrI - _ '_ - __ -- ,nM u srla. A .• 04 . - - i,,, -'T --:-�'' r W.M.- R.P.I 1.• i aw .wog '/'Ir e f a,ri ....vti,n• 1nMC0PlL�enO6 A R00•••i•IJN0. _ _-_ P 4 - ,I.• 4C•xrt • ,' R C •/ 1/.', W: Iq[.• . Y OL. • Mn5 •tIDR�•�4i , r. ,IP.rNa .IM'1r• I 1 ,• v" NNRMm rv4M.r(rA, r.) ,.wn 1 roWW.. mo r,•N1IPAWI, N / • �ra•SaN�A�w i` I nr 6ra.R r.W •aA5' r t �,.� I/A.Y. / M E n+.Am 14Wa - r - �°/,H.�`V.n,uoe�.r `'olY'wur'. m I�ji r..I f _! I IRAY.L I J 1M1 I I I; NO TOM I' '/Y 1 •4W 4 ,I �lY Cc �,• O. rr I MI fPaMAI R T�� G � R r/O 1 . I �ONMnO� N y w I yV+ I 1 Tp, ro •.a [ I w'AevwOYa ' I WALL MOUNTING I I WoNI� I INSTALLATION - ALTERNATIVE 3Lid I'.I SOME: ,,.• . ,- :C�. ,•.. a Ii�•ic, N:.q g�,J1 wN .o.Q Nar ;�_.- 1 I .I.As M.11 MUPm- W�N•1�M/nA' I�Ir BUILD -OUT MOUNTING `/'00p� +* •+• ., L,I ,� , ,. •, 1 INSTALLATION -ALTERNATIVE 1 W ± - Yrr.FMn, ,,,.rr,,,r, n' Lw Su�rw • r .. - - .7 .I .WRPPr a n>rt .. .•i.R'Ni� Ar,"•uer'06A1 No- I ->'-- - � SCALE '!4' - , } :. )- CEWN6 t nam MOUNTING WALL A FLOOR MOUNTING INSTALLATION ALTERNATIVE 4W INSTALLATIONS - ALTE NATIVE SW - WALLMOUNTING WALL aE (SECTIAT TOP IS LIUITED TO .s5.s-6/.D MAR, w.c INSTAL)- - ALTERNATIVE 2W AS.D, DESIGN PRESSURE RATING) SCALE: 1/4- . 1' n � uw I ■eL.o WN.A.r FLOOR MOUNTING KOM: „ „Il f F/ INSTALLATION -SECTION 4AW PL A A. T!L SCNE: ,7- , /%y,, 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS ``,JP�'tF'. '•9': UP TO +55.5, -720 p.s 1. AND PANEL'S LENGTH UP TO 8'-8' ,.`y�;' ��CENS FLORIDA BUILDING CODE (High VelocityNurrleane Zone 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL -: N0. 4167 a»20 PL' "` 20 GAGE CALVANIIED STEEL STORY PANEL rp - '• DRAIN Br NDIE EIlfLGOMeBiB71D1+ OF s[cTi7Ns. ' ST EDF( _-� GLOBAL PROTECTION PRODUCTS. LLC. AL/104 $. 1L ECOINC m54N„HRLT TOP & BOTTOM MOUNTINGS CAN BE �'� G •'-. fL RIO*,:' 'I1"%-[% rl[Ln TcsnNo W m C_NY ;yyy� »j .r Pon '. '�' 20- 176 . F' '' V W w +.rr .•o.R n Anw nroHe. .al rAx x eT.7 1w-]NS COMBINED IN ANY WAY TO SCAR ANY � 1 r , STD INSTALLATION, A 'Al. t[A A TIUI u-Dourly _ D"�•'"` "'0' ,'• III .YT SUalaalMilPE/wn � WMIt m un'tN n w CONMIt ANCHORS m Ic"m ANLTOIIS FOR CONGT.It ANC"ORS: SEt SCHEDULE ON SHEET ,1; at IS "-' CO, (SEE MAE OR (Stx SCHEOWE ON � TOR WOPO SCIWM ul mc-ION WRi SGH sHKtT ,.)� '7 MRxT 1.7 -4- 1, 2 k 1W/15 ram[o rATM:Ia[¢ J i lTI4. 2/4• ww 3/4 IA 4/4 1, 2 k 1W/15 - I rue, _i SnO' j e q[aMll(a\ ,.LSD' PO..REo tower', "fouPto P CaNrl ; 1w -� I _ : Tr.1--1.�-11_. - we MEIW (•nERIOR MIOEOR ►NW PKR3BDR telD EWEt1J I III} F�jy1IEMRe1t I [, to. w � t, 11 6pA rrm00n pBIFiAEi/MT WING MIT i EVERT OEIE1r MMG WTI' t/.'Wy WWII' (vC 2'Rr _ ITUO • R L/2• o.f. STOOD • 11 1/ O.[ _ ILII' I -,/4'•At• AIALIIM _ 1 4'h 1' YA1A4A. 5 e MH. / (COX @oNTnL W 5P[IDM7n • $PET /I 1 Wn /3' M19_ .. _ ....I[ .. tMp•�• 1 I!Y• OC sM• ,7 I/E' OC I �' ison OEI. 1/,.) I � � 2/11) I I (ALE .,. r y 4 (ea E/74t1)mu I/,. I A (I4tOVWMlF". IDGrON DR 1 I MOF r PAINS) Mr KTALS ,/14 I I I P0.W(WC CRI,[J B 2/14J OR I 3 d1 CONCRETE 7 i a OCOOIAL, r 1/1 2/4. 2A/4 3/4 rN 4/4 1, 2 a YW/15 1, Z k Iw/15 LOCATION I iALTERNATE J ON LIFE SAFETY PANE[ ,- f AREA W/NO IIF SAFETY PANELS LOCA110N M LIFE (SEE NOff IBElow) blt�m t • REGLMM PµELS r/ OR - - -•/ SAM PANE: _- _______ ." V ,'L.-cL�,r• 1 W/O REGULAR TRACKS (su NOTE 1 CAN:An[ / _- R[Low) LAST ' ON UT AwHORT . a LPL SP,M�TY SPIA4 PmM1ET' CASOWl (Trr SCwOWI o«-- -' rams, A:wAK 6C P110NOE0 N/ TML[, •41 p)OeFB LONGrAIL --_ - QPTIONV� A T TO at IF ) 10 rKUTArz INSTAJATIW M PRENOEO KWr(U ,. ( ;1 TO BE N6N.LED OR REMOVED OWOM INSAIA. -- -- [OML'Rli1 AICr10Ae 0< bTn1CnIIE ELEVATION WALL MOUNTING INSTALLTA ION WALL0 INSTAUATIQN SCALE 3/32--t- - SECTION 1 SCALE 1/6' - i• -SECTION 2 scALE 1/e' - r NNW. oAv `- t-4/r 401E4. OE_Lli r LINE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRS' OR LAST PANEL)OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B (lAt M[11OR PANxLT B ((AtLRrn UOuIIOY LIFE SAFTTY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS M NO'Tf 1) 7,t [w rwNLu (W/ OR W/O REGULAR TRACKS.) 5a wn 13 2 LIFE SAFETY STORM PANEL CONSISTS OF 0039- G&VANIZED STEEL STORM PANEL AS SECTION 9-13 PER COMPONENT �, $MET 2 Or DRAWING. THIS PINE[ ALLOWS +TSEIF TD BE REMOVED ON INSTALLED FROM THE 1N5'OE OF STRUCTURE. „ ,1,1N111111„ 3 CAFE SAFETY P REQUIRES ToP TRACK TO BE COMPONENT®♦ 60TTOM TRACK t0 BE COMPON AS PER SHEET 2 OF THIS DRAWING- `N,, �rCQ, ,•._•••. •• ✓,9"',, COMPONENT BE INS(ALLED WALL OR ROCNf MOUHiCD FIXLOYnNG SECTIONS I A �, •' 2 ON THIS SOAR. AS WELL AS DETAIS I A 2 ON SHEET 1s, �P:�GENSLE' ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) HrR P I' 4 MD1 LENGI O COMPONENT 4D 4 5 = N0. # •rmo nnc.. HNC _ Mo. ANCHOR SPACING FOR COMPONENT ®µCHORAGE AT e07T0M IS GIVEN ON 20 GAGE GALVANIZED STEEL S10RN PANEL * ; SCHEDULES 1 & 2. SHEET 14. uyr,Pl of COMPONENT ®WAY BE PERYANLNf (M REM(NANI.F *' DF " +_ --Y S A t t /N GLOBAL PROTECTION PRODUCTS. TLC. OpO 3 SEE DETAP 5 FOR INSTAL LATIGN INTO WOOD FRAME BLI1.pNG5 ON SHEET 15 z •. \1i JAIL DR L- E-L-0 H.N.C..-e--.+ -am so 51 Irmw fj-'---� 'i,>'t�(6' ,y,}��•d/j„�i r TiRU [ITIMO 1 ENGINIAIRN9 GOVAMT MY.. F. 3UI. 6 SEE SOAR 4 FOR DETAIL AP%ICA&C i0 THE NECESSITY FOR THE INSTµLA IN OF V, SOS \, Ls` / •. AP R, o, to wmw n M1r ngrM: 95F 20-176 " ONA ( )em-/545, OAK pb4)te.-IN7 Lr SPACERS AT TRACKS INSTALLED ADJACENT µD BEYOND TO STUCCO /WOOD BANDS FAIN 111411M.St,_.•_.f ".+ 1-)AH-Tar Fw , Inr_,u1 RI.rW MUM,,,P . PI YALIaWfUORTAR VU.Om4]tY WN IFA FAN 8 , P f. swv ,] Of Is i 4.1 7 INSTAL-4ATI_QN _DETAILS FOR REGULAR PANELS( & INTO EXISTING WOOD STRUCTURES I I C9 FO - ' E01 .. i ro� ( �� i � R•°u�NB"m010B1 �lw om I ALTERNATIVE 1 W ALTERNATIVE 2W SCALE 3/6-1' ,rA(r 1/e-t' eCFtlI1�S�MAO�W e 1 T i To ou65 I 7/6V W J2' t AMK MOF I Fo! ED 1 ' Eat , 1 _ 1/2' II TOO .• I.D.. We Low MKS "NONG L,Tr-asI� • St I ! 'Am PT _... t/.Y-2a.2• SS YS. B 1 1/4"at I �riA./ • �Ya1/)Y .-_-� .1L AFWR[D TOR PANOL LE -GIN!; " To 5'-o' ArD . 4 C 1/•' oc FOR U;`Kn i up IO e'-e• MO.. Or.- N't ' OF 014-10 ON.EMIA)i 1[MLt( D ON eLOLr.Wo Pmxu`An ALm • 12 1/2• a. C. TWO" 1 I N/rA �sOILYb • roc ./ n Mw n•tAPED nntnanoN Al -`1 w 1.WIAra N f . d ALTERNATIVE TW ALTERNATIVE 4W 1MDWOtH Or [XWW4 WOOD MAt[ IaN � Y.4• +TAtt • INN,OM M .LATE •(AI ( /P _,:A:E 1 NL IDNG" LIP to 6'-r Mmr A.OU�IMD LTERN j?l6ESI�t¢U<rTINGJIISTALLATION @LiJID-OUT MOUNTING I DITIONS 1YE WOOD 15B AE -- CONDITIONS k ANCHOR LOCATIONS INSTALLATION ron nI rNACKs Nn+ sMaw,I rDR clA,rrr ALTERNATIVE 6W ALTERNATIVE 7W SCALE 3/9�,- SCALE 3/5 \\1TI1111111111N/II NOTES: ?r�F,A 1. INSTALLA11ONs- ARE ONLY VALID FOR BUILDINGS WIN A.S.D DESIGN LOADS P .• �( EASE '•. UP TO *55,5, -MO PSF AND PANEL'S LENGTH+ UP TO B'-B' ate:' �.' FLORIDA BUILDING CODE (High Velocity Hurricane 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY Or 0.55 OR EOUAL. tiOIE 1'Q$ C BINATtON OF SECTIGTtS TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION I/•• 10. • 3/6*low MASS SLOWING W/ 1/%_20.1'ss MS to a ,/.. as TON PAID LOA.T S w TO T-C• Aw a I(F' o.c. FW .tNarNT w ,O ! -e• Mw OR 1 +O PA.AIM,E FEMALE O OR PAMyAWTE PMN • 7' - 12 1/2 o c. WTI. I I/T MM. n111mv 'EMITIOLOPODO TO HEADER MR AM UNUT16 LIP I , (1 f 1 I , ! ( j.- '.I,'kim STUDS B EVERY OVERLAP 02 1/2' 0 C ) TO /COLD PANEL ND. 16 •, * s nta2o rattco..Ic 20 GAGE GALVANIZED STEEL STORY PANEL owls .n # '• ST A' E Of - .+� 'v -!� i N c GLOBAL PROTECTION PRODUCTS, LLC. i 9 F D L r R IDE `-•t' �� Gem SW a+ sm 3, nun r rn7ro R [TwT.IririNo c0Mo..1 ' • • Pri'n` w ti°Y Rea Lm un � 20-176 DR. W a M > FFSSi /'"r"'AFFNN It p` E r )CATER. n_ 3331. IA <m.>re.- rxs. Im. la-en7 � w -NnNE '�� - HNMM-11`�-ff,,l`1vPN,iLPe/0"rt u-mo6ili - - -_ next „ 6r » I r __j 1 1 I ) SEE SEE I INTERIOR PANEL _ ENO PANEL DR l .- )' - nA MIT.. -•-.FOR Mot L_ 3• -. OR DIRECT MOUNT �'ON $PA[N.n SPACING 1'-T' Mrn D_IIAIL-L-�,. "LL_MOUNTING INSTALLATION (APPLLCABLE TO SCHEDULE 1) S6ME- 3/16• . 1' MAXIMUM -A _DESIGN PRESSURE_ WING (p,s.f.) AND LQRRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ALL' FOR INSTALLATIONS 1dIQ__Q.QN,QRETE_& CONCRETE BLOCK STRUCTURES SGHLDL'Lr • 1 FAI e,•_.BILL_MOlE21i-C9NQIIIOE6._IOP_t-HQTT ,QM _8[.SJL -.11:1 1 LOCATION o� 8 AT ON (NO AANEL 1 snms o EVERY (12O HDID P { 5/6' MI.. i)) (CODE 3' WTI (f>LSE Y) E.__. r i ) `� OR B SEC SEE INTERIOR PANEL END PANEL(4Al •I SCHEDULE yI_ $CMOU'r --.3"- /2 FOR /4 FOR - 3' MoO, ANCHOR Mat ANCHOR SPACING 3__ DETAIL 2 : fLQQ[1MOUNTING^INSTALLATION (AppUEA@LL. 9 SCffaU ,E._2) MAXIMUM A.S.D. DESIGN PRES.SJURE-RALING (D.s.f.) ANQ CORRESPQ DING, MAXIMUM PANEL LENGTH 'L' SCHEDU E .µa Ir MP r ONLY 12 SEGTIDNS.. L i1.!t1R55T.�If _LlL2_SlffL'Y_i7PIW FALL. NA IX MINAS= •mSb m RATM''-.r' tY'[LM 01 iM-QA► --N PMCI r' rUM1E O PNfIIMR Alm 4 raNS I • aauBAiloN Or TWU MQPI PANE. ,Il 01M o E COIK1R10 ,E YaCN w rz 00, p KOU t nDCA CONCRETE Ga"W"'t •LOCK CONCRETE to C0K%xC x, eLDDA WNCRE E Iro"� ka" @' N/A N/A N/A 6' N/A 6- N/A 6' N/A I As 2 (TOP) 455.0. -720 9- T - @' +9' 9' _ 9' Q. 9' (BOTTOM) 5'-0. ON LESS 6' N/A N/A N/A 6' N/A 5' N/A 6' N/A I k 2 (Top) p' S' 9' 6• 9' 7 1/2' 9' 9' @' 9' 1 (BOTTOM) ,ssD -72D 6' N/A N/A N/A 6- N/A 6' N/A 6- N/A 1 A 2 (TOP) - @' A'- _ g• 6• 9' 6' - 6• 6' 6' 6' , (8(1TTOM). SCHLIME a 2 AL2QTTW C-_LD. - 3 IZZ' MAANw 0mo ItEs" 1'RtSAlN[ RLINa .11 M I WM) • VIO M FORM TOP a "It) CAM .LOAD • r MM IROM IOr a' "LE) APPLICABLE 10 SECTIONS i k NY COMBINATO DF THEM MAOMUM PANEL LENGTH LENG-I- III) T _ - CONCRM CONCMFtE ♦49.2 -61.3 3• 3" 4 1/2• 4 1/2' 2 (BOTTOM) 7'-6' OR LESS ,52.6 -65.0 3• ---- J' 4' --- e 2 (60TTOM) 7--6. 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I -•*O 11.1 e.rJo. I -1--_ -;`- ISOMETRICVIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED ENE (NTT) -7 1 [- 125' §I , 9 1 3" MCA. --I j 07 3*x3"(M - ALUM. ANGLE - 1 3150. I I �w' I l . , '05 . I 2�,. 3 50u, � 4 I - 4 � , �__ 2.500' /�� ' ' � [ 1021; I - / OVAIL &I I � � ===A, 1- I - __ -#. ,Z'l. "I'll - .250, i -- -2,470' . T REVERSED "h* TRACK - 'W* - _. 25 .0* I � I oll.i , ,_ .i25' . irI, I __ 1 - 4• 3,750' ! - .1 Dan : � - ' [== '7. i i :Ifi. i I , s1110-_; J* TRACK(�) PANEL ER C�) I /4t HANGER "I-TS Alum. ALLOY -_ I IF 0; ......... �. 11 P...., OCEIVSE`-�� IN, (TYR ) , ... N FIT: .1 44167 ". I I i___:JCSS- e<,tR,,AI,,i�, /-. . ; - .7w.---- 1 . . 11".. ATE OF .", ,- I 0,-•--ORII)�_,O-� * 11 - (A) STOP BAR 'I'll, 31 1�41�� _, I I I" LONG -1�11� I ...... ."Relo?. 6063-TS Ajum. ALLOY I .1. st" 2.591'- � I 2.250* 1 -7 lIt, ls • - M. _1111P. - I I ...1 � . 2300, 2.7*4- � . * I I n'�', ,-2-470' 1 to. Q'. 12IS, . - . 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"K * now M I I mt!� w0ble, SPACING 'CA, ALLATIONS IWO WOOCI ­ w FAchatt sPhows PI•) _;._;F­_..; 3 (TI BUILDING Y•rIMIY ANCHOR SPACRA AN' MIMMUM EM OFSTANCE ARE AOFQArEO 0`4 " �Owwwaiw OPT 3 SCHEDULE Mo CO.ass I- WDAI ON SC40LKI REDO" ANCHOR, SPA,HAG O, - We AAAAF. , - le,F,F (h) - -I __ ACIUMIL LA am CODUM FACTOR "TOTTING www SHO" ON ItCHEVAL BY rHE FOLLOWINC FACT ,On r� 14M OFIRATION TO BE PIS FFED�n I I/,' " - V ING OBTAINED LISM FACTOR SHALL ACT �.ffss TFOAN FOR IM&A, SPAC PLAI EACH ANTITYPE ON THIS WHODULE I /` r - Iw__ ___ I I I In, - j4' TAPCON ANCHORS ARCON __ . 4 "" , cc ._;a;AjR 0 4 1/2- OC POURED CONCRETE --,RED CONCRETE OR CONCRETE BLncv OR CONCRI'717 FMW.K PEOURE1 LIFOIJIFFE-, WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 4A SECTION AB REGULAR PANEL 0 LIFE SAFETY PANEL S14f 3/8--T- . cAL-1 3/8,­ ""' -, . C; , 0 ENS,, ..... I '� . , . - I ' . No. I4161 - * s *: * ,_ 1. 3. --l" : - %�: - _. - - . - $1 4E OFE�i� �_�:­��_"__ �15 " OE slV� I - . 1;_>_ .. ........ / .. Flowl vL;�;"/SFahAYuAE/0ATC FLORIDA BUILDING CODE (NI Velocity N., le,ant Zone 1m10 ."C"t - GALVANIZED STEEL STORM PANEL I 20 GAGE . ------------ 11 DMFWAK FIT SAL PROTECTION PRODUCTS. LLC. Id 7..;.-7\ ' \ .,/M /2 DAIII:M .eve 1. " 'fen, cowePAMY OF- 1".. iG6 a C=*_ I - ==_".`HP` P I) ""t. 1. '".)RIM-.1.1 20-179 �A_000019 ," , I'LIT !w�..!�, - - CANARD - - ­___ ___ -------.- ______ INSTALLATIONDETAILS_EQR OPTION 1� LNT-Q _M0NQ_W"0 _SjMLURU �.-- --.-- ­ i � �_- I - ___T I I .. i I. - -� . _ 1�1'0 TAPCON 0 0- O.C. - -- I p 1/41odlITAPOON 0 6* OC � � , */ I THREADED ; W, /2- MIN THREADED PEIL�71107IDM MINT i I . , WOW . PENETRATION AT WOOD I , I � 1 I• . FADER (P I I ! I If , I � I I I I ; =. I - - t I , 1. ./4 i 1/2' I ,/., ��, � � I - III- I M... - I I N", . I 1 2" 1 �l WOOn,FG A : WOOD ,LEADER MEADE M� I - - RFQUqFD I . , : - (z RICO, I � � � I - __ _A_____L j i_ . ._ . A] I. 7 - f If I I p j ; I I: 1 LL � . (I -0 : I I - SEPARATION 10 QLNIS ! I - (w WMED'Al ! Ev 0, OHM Is) I I =4 I - HIiPAHAFFIA, ; I I McLA% 1, M. - (Sff X.M.LE - : i PAP111. U1114014 _­ ­. � 1­ - PANEL :EMGTN (SEE NOTE I BELOW) * 0suff- IIH - Is) � , (SEE NOTE I KMJ ll/**0-200*� , ---, I 1 I CLASS S,S w 3, W/ ­__ 7 .- I ; . I I -.---_ - ___•_ - I I � IONV/32 I I , I � E 4, I ... -1 ���... - 1 - ..__ -­ ­11 " , . r I I 1 : j L I� - : 1 I I - _1� _____ -1 __ --- ' "' -4 I I ; I , . : : ( I ; _(I ! 3 I : I ­7 I �7� 4 . -- " I � I - -_ - i ! , f - I : B. I E a � .i I'll I I , " I -,��,q­. W., ! i - Im , -iff, ,� j EQ I I", t '. � ,_ � I) � I I I I , 7 - I . - _j 1 2'.4* WOOD PLATE ! 7/8-IF RI 1/32* WING NO 2'.1' WOW PLATE NUT I OPEOUIRED . WASOE 0 6 I 14- D.C. REWRIT, L WASHER IF (BEYOND) 014-10 PAMELMATE PLUS j 4-10 PAPAIA10T PLUS 1; . :Ae F1,/4' OC ,�IFETL/Tl�. 0 1 1/1* CC A"C". i THREADED M ... THREADED At MITANIOTH Or PLATE t I I AT .Dwwh OF "it I ; I WALL - INSTALLATION _... ____ ALTERNATIVE. _dAW ","FIN"I'll"I'll IL.REGULAR PANEL MILL ,4P.;kj.!Czj,p%v, 1. SCALE 318--i- . '�--, - ',,I. jj " _"5��' E N SCALE 3/8--1' ..... ,,4�- FLORIDA BUILDING CODE (High Velocity Hur 'cons Zons)l z . �`,-- NOTIES, s : 7 .9m ILADOO. ec I I F. - . No 44167 . - . _ - : :*= 20 GAGE GALVANIZED STEEL STORM PANEL I DARPA. I Tie .*� " " f I INSTALLATIONS ARL ONLY VAUD FOR ILALD061 WITH AL5.0 DESIGN LOADS = , 1 �L_ UP TO +55.5. -720 PSI MO PANELS LENGTH UP TO W-15" � er .. * < f ----.--.- T . .'/" t I.. - __- - - / , \ OLD RODUCTS. LLC. - S ATE - BAL PROTECTION P F, DATE. 2 FOFF NEW WOOD FRNFM CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN - . 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'I. .17 -M-i-l- I - - .. . . 101014" J_ W _h _ I . - 1 40 III -L' 11 J-1-11MI'll - AD x -1• 'I 1 ' 1 �11 .1144 ' 'j 11 j � 1-�t Uli] 11 11 � 1 1 1 ;..I )I UIMM I P1 -1 I- "__ I � � 11111111111111111141111111 i ,It, t� .�7 ��_l __,i, , . __ - i -------- __,_�.:�� - . __ Cr") ! SEC NOTE - BELOW- MON0,11 3 -3 I. _, - T_ - 77-7- - - AL 14, FOR co"CRIEDE ANCOOIRI, ME Z MAY - - - ---- se -MAC SM.- : � iT =Lg� now I I 1, .. Oh SHUET 76; FDR WOOD ,/2' , ,/2' Ill ser.hDAS ON SHOT, is I - 4 L .11 3 0 OR (D A/ DP *,'O@ 0 - __ - ___ Wal" PANCts-_11- TO K INSTALLED AT EACH LAST (D TO IN FISIAL11C AT =.:� TY;CAL ELEVATION FOR SERIES 2000 OPENING SMALL ALWAYS K PROVIDED EACH �MOLE TGMXFANCMWAKjf=4/ FEAR HNIQF To rACILITACIE INSTNL,Arg TYPICAL ELEVATI j9kQ I IMICNDE 10 BE INSTALLED FROM � * � E-Z HANG STORM PANEL I SYSTEM INSIDEI INTENDED to BE `RST`ULJD 1`00. -Z HANG SlpRm PANEL d) =�IEM IO .E ff STA,XTUAl or TwxTupa E SCALE 3/32* - I* TIME V3r - " ----.------ I jr-11. MI DO - - -1/4' Ift. 10F --.--.Jr,/-' Fee- w 114- MAIL CAP If. � \--/- v C2)�- Q B/ OR - & (D - e / SECTION 0- al -twPAME, _s) .., SECTION A -A SCALE JISr - I' (m wAt w". - I. 0) DETIMMIL OF UEDU 1000 I - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL . NOTE � QPnI. TRACKS AT TOP 11, PANCLMALIFT PLUS 00 15' LOW I (2)AI BOTTOM W1 PANELVATIES, (T) QUINITIC01,011! 5EHLU_&DQQ f - 2 HANG STORM PANEL SYSTEM CONSISTING OF PAWL . ) C-1, TRACKS 701F & lIOIYOM. (2) ENC PANELS SMALL ALWAYS BE CONNECTED TO [*VMG SILL WALL BY MEANS OF W , (2 fO PANELS SMALL ALWAYS Of CONNECTED 10 BOTTOM TRUCK OTHERWISE A STOP BAR, PANILLMAIC5 OR,Ly 5 LONG N J7 AT BOTTOM, INC PANELS . _ SKIIII.A. BE 0 0 . , I'a" SHALL ENE PROVIDED AT TOP Of SUCH PANELS Y./ . V, I =2,4 .,�. .. WING NUT OR 1/4-0-20,21 M1,L INTO I AS , ,,,� (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF DESCRIBED ON 4011 (3) ELOW) ! ;��. &-20,3/4- M.S.W/ 7/5-ft3/32- WNG NUT OR 1/4'ft3/4" Min TmUMOSCHEW f3) FOR CASES WHEN END PANELS ARE W/ USE JOINTLY 15" I G TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO NOT CONNECTED To BOTTOMOING lth�b q) AT - ,EERIOR FLAT FLANGES OF END PANEL (raGVT LAID PANELS ARE RAjX STOP am r k Of PRIDIFAM AT TOP OF SUCH PANELS I4, IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM rRACK G­ A STOP BAR t 4), FOR INSTALLATIONS W14EN END PANEL� AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP) AlLEAS' TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACF, LLT�mxFOPAPFELMAtEs. ONE NiERFOR PANEL USING T , MOUNTED 10 EXISTING SILL AlI BOTTOM SPECS INDICATED ON NOTE (3) ABOVE N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W � ATTACHING 90"Oh, CRACK TO WALL M To 80 FTDIA TRACK WAY OCGOR AT ANY PANEL LOCATION W1 TOO PANIELMATES FOLLOWING NO SHOWN ON FUE�FATI,� AND W M a TL Wf FOR ""' " , (5) SEE SECTION 1', 3' & A' ON S14ECT 24. SEE ANCHOR SCHELFULl ON SHEET 25. 1*1 001T �MCCEO rAskINTURIOR PANEL U V E;A.- '.�L 01 NEED TO TRACK ... .... 4,1111711111", N E NNECIED BY ANY MEANS W N. ltj;;?�, SUCH THAT ADJACENT PANELS ( LEFT A RIGHT SIDE OF ERIOR PANEL) 4AVC I ,,.,�,�� ­-, " THEIR OVERLAPS RITAJNED BY 8 , " 11 - .,.. EN - 11 4._e• v\c .. s FLORIDA BUILDING CODE (High Velocity Hur cone Zone) I . S : .Mo wtOo. - 11 = . NO, 4 16T .. 1 20 GAGE GALVANIZED STEEL STORM PANEL D%ARH = *'. t4. 4., ­__ -_ -_ - -_ - ____ ---. z Q� - , , I \ GLIOEIAL PROTECTION PRODUCTS, LLC. *".'% z '.. - , -TIL I E C 0,.. AMID - st mll i� �s... SIAT OF .'Q: z , . 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" I_ ;_ 5 : . , w%-"=- W L __l � !_ I '­-- ! - (3) fl-.1 I _V... .... ,;*IO*0 PME.MATI -LOS W/ A V32' WINO NUT WASHER0 a 1/4'0 C POURED :,IOCRM OR CO-C I-E BLOC. P1,011141 WALL MOUNTING INSTALLATION SECTION 5 9__R=lA&2A1i" SCALE ,/13", ------F- .-. I/.-. sa ow Ill & 20 - .C.D'Is _IP( IF loom "PE %w`hO FOR WST `hHK_ 1.10 WOOD _________ - ANDIFIDA sNowe (.4 -TAPORM, ..L��. FRAME stetow YNMW ANCHOR "'I 11 - "'Ou" EDGE DISTANCE ARE NVIC.7" TO. -, .pset- CAPPAP 00 SCNIDLU FOR ED ,M THAN PINCATO 0. 9:.CxAJl 0 ANCHOR SPACING " "NA4 !. . w - XMA LL On IIIo1M PFULTIP, S`AC`HC SNOAH O. 1c.rDUA BY THIF FOLUMAIIII. IAM*M " IHIS OPEPA"hoh To x _�_ R10.10 ­ , '/I- - . . SP "AC OWTAFRID uILIOC F.10h T_ NOT I ,/I- . - I �.,.015 r_ MAR.. SPFC-C PINC. 4 EK4 AWHOR YYTFF OH THIS �ujlt - , I. .. 'Ro I I I I/-,- I I ELAAArE PLOS W/ I .. f;;_, '*­.J/l2' **IG NUT WASHER (BEYOND) IFOUPED CONCRETE OR C*Wjtrrr BLOC% prwREC WALL MQUHIING INS ALLATION SECTION 5 9 _llf,L_wErL . PANEL •,cA.T !/S-., No. 44167 * . I * ! . - - ATE 9f�o. f ,I= MTDOO. - ORIV � , _� - I - -, V .- -- , __ , I " IILIECO..c NXL*'.'� L__ 1 T -I- -L.: ,I`� I= - - '"' I 74117w No'lloot', _.wi_;;_ ,K/.n ,�� I,. 11. _.. PAI . 11n . 11 FLORIDA BUILDING CODE (High Velocity Hurricane Zone Lr A 2D�GE GALVANIZED STEEL STORM PANEL DAPAP, MY a/tteits GLOBAL PROTECTION PRODUCTS, I.I.C. w/an, � NIOR � I. FIwv . PHw (W)AMI 1. (_MAe_MI 20-176 i ft.___R� e - "`P" -I I j . shon'. . as , Imm I E-Z 'AMC STORM PAWL SHOWN ON TWS PRODUCT EVALUATION DOCUMENT (PE.D.) HAS KEN VERIFIED FOR COMPLIANCE IN 81) MINIMUM EMBEDMENT OF IAPCON ANCHORS MO PANEUMATE FEMALE rO & PANFLUATE PLUS INTO CONCRETE ACCORDANCE *ml THE 2020 (7th LWOON) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE ! I/&- DESIGN "NO UOIODS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 82) MINIMUM EMBEDMENT OF 1/4-0 X ?/S- CALK-N ANCHORS SMALL BE IS 7/0' INTO CONCRETE FOR A W40 SPEED AS RfQUIREO BY THE JURISDICTION "ERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHAD -BE PERMITTE'D FOR A MEMONAUE, FACTOR KRI-0.85 USING _SCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A-S.D.) 1/4' 0-20 ,56 IDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 75 A, 26 ENGAGE !I/4' INTO ANCHORS. On IN OFFICER M VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SMALL Of FIRST PIDUCED TO A.SD IN DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO 0.31 IN CASE THAT PRECAST STONE. OR PRECAST CONCRE7T PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W1 MAX. (AS 0) DESIGN PRESSURE RATINGS RODICATED ON SHEETS 25 & 26 ANCHORS SMALL BE LONG ENOUGH To REACH THE MAIN SFRUr,Tj,RE SE41ND SUCH PANELS MCODWA SHALL Of AS MENTIONED IN (CA) AND IN 0,2). ;N ORDER TO VERITY THAT COMPONENTS AND AW14ORS ON FrOS, P.E.O. AS TESTED WERE NOT OVER STRESSED, A 3311 INCREASE ALLOWABLE STRESS FOR "NO LOAM WAS HM USED IN THEIR ANALY" FASTENERS SPACING TO WOOD HAS BEEN GETIERIAINED IN ACCORDANCE WITH N 0 S 20 1 5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMUNDA'K,'NS MO SPECIFICA10145 OF THE. ANCHORS WANUFACTURER STORM PANEL'S ADEOUACY FOR FlAPAJ-,T AND FATICUE RLWANCf fMLS Offitt VERIFIED D% ACCORDANCE WITH SECTION 1526 OF THE ABOVE MENTIONED CODE AS PER FENESIRAT,ON 7(STtNC LABORATORY. INC. REPORT III 2032. AS PROTOCOLS TAS-201, 11 It SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE S.A."TER TAS-ZO2 AND TAS-205 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY RE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HU AS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING Ar,CESSLNG 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/o W, USE OF A LADDER 09 UF7 THIS APPLICATION IS VIMIO *t4FN NSTALIAtEk IS INTENDED 10 FEE PERFORMED 12 T'll 116TALLAIPON 00FORACTOR IS TO SFM-/CAUIK ALL SHUTTER COMPONENT EOGIS WHICH REAWN IN CONTINUOUS FROM THIE 'ASIDE OF STRUCTURE. CONTACT WITH TOE WILDING 10 PREVENT NINO/RAA INTRUSION CAIIIK AND SEAL SHUTTER MUCKS AI AROUND FULL LrNcroi 1 SERIES 1000 INSTALLATION r. APPLICABLE TO SINGLE AND DOUBLE HUNG SlYLf. WINDOWS WHEN INSTALLATION IS REOUIRED 10 SL � PERFORMED FROM THE INSIDE Or STRUCTURE. 13 STORM PANEL INStALIAIDON 94ALI COMPLY WITH SPECS ROWED IN THIS DRAWING FLUB ANY BUILDING AND 1001`+i- 4, SERIES 2000 INSTAIWIDIN IS APPLICABLE io SINGLE AND DOUBLE HUNG MO HOREECINIA: SEDERS STYLE WINNIFS WHEN RLGUkA`)DNS PROVIDED BY THE JURISDICTION WERE PERMIT IS APPLEI-D To I INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 16 ATRIUM WINDOWS AND DOORS, INC. IE - Z HANG STORM PMEL SYSTEM' IS FAMENT PENDING 5. ALL ALUMINUM EMUS)ONS TO BE 4063-T6 NIM AND TEMPER (UNLESS OTHERWISE NOTED) 11, (a) TINTS PRODUCT CVALJAI*k DOCUMENT (P ED.) PREPARED BY THIS ENGINEER IS GENERIC AND OM NOT PFECATDt INFORMATION FOR A SITE SPECIFIC PlROJ[CT, 10 WHERE 14E SITE CONDITIONS DEVIATE FROM THE P.E_G C ALL ALUMINUM SHEET METAL USED AT CLOWRES SHALL HAVE 3105-0,14 ALLOY � (t,j TO , ' 7. ALL STEEL SHEET METAL PANEa "Ll, HAVE STRUCTURAL QUALITY STEEL, ASIAA A 513 ORAOF SO M..., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PL,D PROVIDED HE/SHE DOES NOT DEVIATE FROM . At 01, DESIGNATION W/Fy- S8.S hat (AFTER ROLLED) N:S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S ITILSPONrSIMIUrry . 8 ALL SCREWS TO RE STAINLESS STEEL 3D4 OR 316 AS SERIES ON CG"DS*k RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT III BE CONSIDERED INVALID IF WCOFFIEC, I SOOTS W/ 50 ks, TFID STRENGTHAN 90ki; I'll STRENGTH k SHAALL COMPLY ve RORIDA 11UH-00#15 CODE ON 2411.3,34 (d) SITE SPECIFIC PROJECTS SMALL RE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHLYIECT WHICH WILL 9, BOLTS TO BE ASIM A-307 GALVANIZED STEEL. OR AIS 304 SERIES STAINLESS STEEL WITH 56 k9I MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (E,O.R ) FOR THE PROACIT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE or THE P.E.O. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E D. ENGINEER, SHALL I., ANCHORS 10 WALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR AEVqEw (A) T0JJIMNlI_F2L8LQ_QQKWL (p) THIS P E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL MO SIGNATURE Or THE PROrISSIONA, ENGINEER Or - 1/4:0,tAPCON.AWHORS AS MANUFACTURED BY IT W BUILDEX, INC (MIN, F`­311112 p s, ) RECORD THAT PREPARED .IT - 1,,,4 X 718 CALK -IN ANCHORS. AS MANUFACTURED BY DEWAO INC (MIN I'C.3NC pJLQ - 0 4_10 PAND-MATE FE:4 ID & PANELMATt PLUS ANCHORS. AS MANUFACTURED BY tLCO CONSTRUCTION PROOUWTS It STORM PANEL VANUt ACIUREP'S LABEI SMALL BE LOCATED ON A READILY 154BLE LOCATION AT STORM PANTL IN (1,..3330 I) ACCOADANCE WITH SECTION 1709.9.3,OF FLORIDA SGILOOMC CODE ONE LABEL S4,AU_ BE PLACED F-)R FVrRv CPr­lG P. LABELING TO COMPLY WITH SECTION 7099.2 OF THE FLORIDA BUILDING CODE I 41) MWM(PM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKILi. BE 1 3/4' AND 2' FOR PANILMAYE FEMALE ID III, PANrLMATE PLUS ; A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CALK IN ANCHORS SMALL BE IS 7/6- INTO CONCRETE NO EVBfrDMEWT INTO I ANY FINISH MATERIAL SHALL BE PERMIFFM I ,/,. #-20 SS SIDEWALK BOLTS USED SWL BE LONG EAKFUGH(SHOULD ANY FINISH MATERLA. ExIln TO ENGAGE 3/4' 1 IN10 ANCHORS. ,00 ...... � .... 4"" ! 01 �!zl;;"-, ... A. Z') IN CASE THAT PRECAST STONE. PRECAS7 CONCRETE PANELS, OF? PAVERS BE FOUND ON '4E EX1571ING WALL OR hz`� - - - - I - i FLOOR. ANCIFORS SMALL BE ENOUGH TO REACH THE MAIN 4�.-' LONG STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL jr %CEIVS�'-.��',,, *. BE AS MfWTNLrl IN At) AND IM A.2). z , : ' S I - No. 44167 : I (0) TO EXISING C0KW_LjEh.Q_:_ft&L % z IF: * : * I = . . - I ^___ __ * - 1/4- IF TAPCON ANCHORS AS MANUTACIURLD BY I tW OOTIDFX. INC .. - 1� i$ FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone): % - . - '. L �p .. 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IF 0, N . -T-- M __ - - I (D (D r- U) -M a) s 0 IL (D (D C 0- CL = 0 70 0 L.- = . - CM M 0 -I.- 70 a) .+- 0- (/) . a) -t- =_ = 0 Cz 0 -cu 7C3 -- U) _r) = 0 It Q -2 cz 2 (1) M 0 -+- CIO Li- 4 - 0 - M > U) -4.- - C) .- Cz- �-- U) M -0 0 .0 - E-� M -I.- U) 0 - - < L_2 '------ j = 4= 2 " 'CO c I ( , 0" n ()/ L U) 0 L. (3) a) (3) I= -+--a +--a w M M > 0 L_ U) 0- 0- < (1) -+--a C-) = =3 -0 (10 0 " 0- L) a) 0 L. (f) Cz L. co :3 w < z < I a_ I SHEET NO. S H 1.2 MAXIMUM A.S.D. DESIGN PRESSURE RATING (u.e.f.) AN _QRRESPQNDING MAXISO_ PANEL LENGTH "L" SCHEDULE FOR _ERNES iD00 2000 E 2 HANG STORM PANEL fSYSTEM :YAUO..OdLY_EGH_P .� . Lli SCiITe: T'_.[ 2 ALHLL. VVALLAILCSUS ASP N. LVfL. l.. 3LIEET ,, MARIMUM ASD. Yw1. P M ,.rul,uS,,S. ^^-IRON- PANEL I APPUCARA 10 tD (SEC ) CONORIOM SECIIWS 1e60, -75.3 ]p' OR L[S5 7 1/IY �BOUED • 1'. Y'. )'. +1F, 2Y1 k 31Y +6a0. -75.3 79' OR LESS 2 7/6' e0lTE0 A' k .•W • 90LIED W/ -P-20.)(4• S.S MA r WNONVT AT OVERLAP r AOR OF PANEL IENO7" WiSVPEU 1 Awin or PAWL. MAXIMUM A.S..D. DESIGN P BES$U$E13Ai1NSc(p,S,) AND COKRLSp.ONDINC MAx(MUM ANCHOR E D- EDMACE,SPA ITC SCHEDULEFORINSTAS.Tl4riC INTO CONCRETE t CONCRETE BLOCK STRUCTURrc FA•. r I,. •: I I,. , 1. R MAXIMUM 43.D DESIGN PRESSURE RATING NAMMUM NVR10R5 tFWaq TOR C. 0. . ) 1/Y ^ _-.._.. .'PUCAKI TO -. - T.. MARAM P.1R1 11NOTM 'L' (M ) TY;- "A-. PANEUNn R.eK ID pA MTE FnA 4IF,Llb.•FlvwwMH TD cRlcnEtt7.1;-__ to tAr.CIETEITO F. taNtR[Tl 10 CONC11lT[ 1Y NEW I 12• 12' N/A 1 12• N/A ,2' N/A 1' k 2 (TOP) i l' ,0' ]' S' 4' 3' 4' SS S ,BOTTOM) ++ T2• 12" 5' H. 8• H. 6' V (BOrTON) S 1 0r+N/A -75.]N/ N/A N/A N/A N/A 12 ,/2"- it' -- 2'jBOTTOM)68.0, ----- 70. ON LESS - r N/A 6 t/7• N/A 4 lIr N/A 4 1/2" N/A 3' (TOP) -12' N/A 12- N/A 9 1/2- N/A 9 1/2" N/A 3' (BOTTOM) 1Y N/A 12' N/A I 13' N/A 12' N/A 4' (TOP) 12' B" 12' 9 1/3' I ,2' tt' t2• n' a• (BOTTOM) ♦ LIMITED TO 66E p., 1. ASD.Dl3GPRCSSUNE W TIN G 661E SHEET 26 ICI WC"UNS TYPT A SPWWG IWt WrALLATND. MO 1r000 FRAME OV 9M'. .e„UM ANCHOR SPACINGS AND 1AFIIYW t ON rH EDOL 91egI1Ce rR nOG ED 6 SCHEDULE FOR E.0 LESS - "Al ON SRFfIle FADOCIE YIOIOM 5►AC.KG m n c•c r KA% R $LAGeIG SHOW1 W S'OILT)AE A M OIIGAWG FACTOPS FOR +KITS tx+(N 'O BE LL RLIKIC[D SPACING CLfTW[D LASING FK1R1 SIN. SS T AUAA N[IT W LESS THAN MWMUY 4PACIrK: 1.0,rAILO 100 EACH AHCIOR t1PE Ai -C.-I AGM '/1'. ,/.•. ,/.-pus. ,/.•. ANCHOR TIPS TNGXGN IIK6RIAYR wIELNArt RLA-w -- - 3 r IF CMnIa. P,++. . pn3 3 3 3 A P MK.1 F]wep 161M.On.i , i _ - S ,n 3 ,IV 11 _- 0...-- AGSol �a is - __ .L-Yr- - - r I-_.. L1A ,i7 FQt"'-`�GENSF ✓., No : * * * t .Te nA PAL-_ ? it '- REOL.Rt1 Y.. RSTAMCt tlETWEEN BOfTW n• PANEL I ATO AND , t It 7' ' IM.. i 6L, + +ACoarRES N••. aSTANCF BETWEENGOrrw asPANELo © TO BE- 3/Ie' Iw3/Ir MID. FLORIDA BUILDING CODE (High Vel ocity hHurricaneZone `x0° 1RCA'­ 20 GAGE GALVANIZED STEEL STORM PANEL f1 .NNW _ _ m _- _ \\ GLOBAL PROTECTION PRODUCTS. LLC. ei/n07o IL E C O INC Asun 5i $T ____ rCtTVp ITT E 'MMG CS11Ry Y 11"E n "U" ,". T`IkHi rI-N,'"e ,. (imY°:".a " ..oHE (As•)Mw-»KI rM (61414Y-e»7 20-176 r.A t ,,6 - - .r. Mre.n W' WNTM A. T¢Ut qIsP4`A I- IF Y\IIII _ _ __ _ _ RNtf 75 d A _ --- -.--._ _ __. _ ---__ _ -__.._ ___ ---- ----------------- -- 1 COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYYSTEM (SCALE 1/2. I •) 15.125- (TOTAL WIDTH) -_ . -_ _. - _...----._. - .2-,BT... I 72.300• (RFEGTNE FROM - I- --r193• ,/4'.-2A3/.• -� 1 I aSo _TSB^ - s s so o M4 ED I I CL. -. -- " 6 1/4• (TYP.)- _._, _. r: �- 3n1- 125• to .I • a T . I J) OR. 12 ,/Y cc 4{i' +.230' 1M,". Lose' . ( r-t s w - _ ,.3io' 350 - X' a• W, N WMRSER) fF __ � 1 � I I 1- j..i e / -.ae6 i°�° 6 e z6o" D u. MIN TACK ! h 3.375' T E 1 HEMMED GALVANZEL STEEL `Q N ` "u. ,.67 t- ,,Yy 1 L - F EDGE ASTN A/53 TIN. E .'\' 2. 004• ' qt•. i'OT $E GRADE DO 1NM NMI .. 1� 2 125• I. _ .. � ' DETAIL A G.. l,O WLY FADE {Aar I a" L--1.500-�--I (T p ) 1 Eli STORM PANEL - --- i-- 3rs ' _mW.) f , 350•_ - I SSC' - CUM A-- - 2D00• I PAMFLS SHALL L HIArrALLFD ALWAYS - 2.J07' - ' AST EHa AT It" UK OF PANEL j% 2) j� J1QER (3 "F" TRACK ((4 ANGLE WITH SCUD IOU TOP Fact l RMw1 Y DD EAR /! 1 R PANE'L o ANI (YKT.1 Fes.. '/ n•: .270• CALVAM2E0 STEEL .005,I 'r ..At 11 t/ }ekY• 1 : 110. , 133'I.. Y ..:79--1 r - NIxoo _ T 407• 062 s• I 2,59" - AO Z1a0' N00A 2 2 w ISOMETRIC VIEW DETAIL A ' ( ;: 270• -PANE, 1�61 OR 3] 1 . ?` D'I ROUNDED CORNER • ENDS OF PANEL'S , . � •m.vfr _ _ ENO LIP W/ HEMMED EDGE I �.� .625' 125' .37e• 3)S' . ­2 IN ( S) AU J 2.500' [ tact a WMIEI. 091 p67 O KEY HOLE WASHER y�y THEY' c �T p��1� s 150• U72• LOST' - 71 3105-H,54 ALUM ALLOY © n'• • HQ1E_A1._LG73GL _ -' _ 7124- 1 .SEE $411 a FOR ADDIVIUKAL I _ .091' - 750• - °'3 LWrGTpNs i SEEM LENGTH 19 I I•. 125• ONLY VALID toll INSTALLATIONS INTO 250' 375' O SLEEVE 2 1 /B" I - tiw) A Waau S R c uRtS r_. - MESA-1EN0H j '1 ,2I , 000• ?93 3 7Sn' t25' 7.000' . PIN• ,_ _ 1 {1».), I ^ QSO'r (- L --�-- 75D- '250• ( REV "H" HEADER Of "U HEADER O , _ p uw o s u°. (>w ) SLEEVE 1" MAX. - 2000 - j - LENGTH • 1 D ANGLE ,K' �p�r.{( .. _ 3.00p• _ doh, -re Alnt• IIMYHNIrNN„A 10, "NLSRAEK 1© PA.NEL HANGER 37.• 3M'--'�. `N.,`�1EFA:.r��C/j (1 1fi" WIDEN I ) I __ _ _ •CA2' . \Q. '.. ✓� (USE ONLY FOR E-Z ItALPff STORM PANT,. ,470'-T]7S' YIN �- r y .-' JCENSF ITEM) e003-70 ALUM ALLOY .Sn' 6%'r'Sp _ f _ f _- 1-____ __ - : 1.6T1' 2 �, 1 f * t ,.,2/• .moo' tSbF _ N0. 44167 FLORIDA BUILDING CODE Non H7 h Vetocil Hurrkone Zom I OODrt ,23' �. `b, 61 ® YIN.. • ® I fr In'. TKTFCO, w 24 GAGE GALVANIZED STEEL STORM PANELram- OB6 20(I T P : XewN A 1 _ - Ir '�F� ET STA E 0 - - - --- - --- --.-- - I (IMP) L I'_ _ _ �° zr.- ' ,$ . _____. .r I, toga- SR SECTIONS - _ / /1 1 >'. wo ' A lD �� 1L E C O 1Ne GLOBAL PROTECTION PRODUCTS. LLD. I 204 -�..- "lul R (NOINI"EIIM AA sO' sMft MI. MR �//6 1 nH•`"��, '°'.:,:'. .,",'.,uA I m 1Y, .TONE (PHINOR-73M. FAx: (w•)Aw-67el 20-t75 ,•+`' am t•u _ 13 QU(I,Q-OUT �" 1 A BUILD -OUT "F" TRACK 1 S A( S� �ASHERED WINCNUT Pt QY/sR,M,MW n.n °°°e]'F -- -- d4'"'° " .- TRACK ANGLE (?AMA., s N1ov) -N. I, nLn11.01NIP, Is IT..I0E °" am 7 or ,e _-�._ ____ _-_---��------------ ------ ----_ _'_ - _ -------- INSTALLATION DETAILS FOR REGULAR PANEL 1' F__ INTO -POURED CONCRETE OR CONCREIL__QLOSEIC STRL1S�l RES N TERINIF CONCRETE I ANCMORT LOCATION CONCRETE ANCHORS .(SEE SCHEDULE ON (SEE SCHEDULE ON EXISIING POLMED CONCRETE STKETS 9 THOROUGH 101 Fx,SnNG FOOTED CONCRETE OR CC04CRM BLOCK �, OP CONCPETE BLOCK SHEETS 9 THROUGH 10) 7-/ REUVWFD-ftRFUURI:D. 1/ l[G EXISTING POURED - CD.� :I 'f '-lOG7TONT CONCRETE ANCHORS % . CONCRETE REOUNRED : I REEF SCHEDULE ON _ SHEETS 9 THROUGH 1 �i�' i�'`... b :. -1 . , pp�rt� f V �Y - 4' -' Ft* -. iE. � I""Mi30I a I __ 1% I ':. . '/4 1/4' �. 1 -"�T-Z I , CONCRETE ANCriD ss - • ,2 •tn• oc ..(.__.._ 'w 1 1 (SEE SCNEDUIF ON " _ I ' 1 [ SHEETS 9 THROI.Gr IO) , I y m„• Lo I Yam{ ¢ KM eaT, i'L' ill" 1 1�1�, 1 PANEL LENGTH ExIST1Ny6 t - C, E 0 I I (SFE SCHEDULE EVENTS 1 1 .) (F ;) ( ON SHEET 3r� I �,!7•�� D Qu'p�j i'/ I v I SEPARATION I FARSCNEOULC'~ Of I 1{ ti% S ( ( LPG ..•%, .' I 10 GLASS. F ON SK II ,1 E " �{ I Da Ya FARM nGN TO GLASS. 1 ,/••.-Tm+' (SEE SCHEDULE I )/Ay-}0. b k 10 F , 1 1 IWd111 PIP 1-4'j 1' Me.. -� •(SEE SOKDULE ON I st ea» • 1 ON SHEET 3) 1 uA SPM.EP �I I H. _� I I M Fa Awl 1" AM.. I �� - .-Ir` -I ArR 1a nIa 1 P{P\G� 1 PANEL LENGTH 1 SHEET 3', ulc+H UEP lij r 1 '�A L.. (SEC SCHFDUI I. 1 • 7 ,IIQH, .LQ Yin PANEL LENGTH 1 1 A6n 1r -ION SHEE1 31 - 1 I __ (SEE SCHEDULE I 1 SEPAM110N "} ON SHEET 3) [XKTWG ; I G`A59 1 i ,--� G1A55 1 I '9 TO GLASS. (1 1 I + ON51EET S) I 01 -L' 1 1 I - „_,.) f\S� , C� .. _ 3yMAK I V E U , I E 1, .E SPACER , Of ' A ..E I • Trl/2. OC ` _MAX P 1 1n• I 1 _L- 3 11 is r HIfIIP ban ! r _-= I ____ 1 1 CONCRETE ANCHORS eJ�i 6 ,/.' oc CONCRETE ANCHORS --7- -- 1 PTXIN[D 1 (SEE SCHEDULE IX+ ,.. i�u (XE SCHEDULE ON ! EXISTING .. _ _ CONCRETE � EDGE OF WALL OR SLAB SHEETS 9 MROVSH 101 ✓ SMELTS 9 nWOUGH 10) 1`912 1/R' LEND MAX. KUMNW REQUIRED _ _ -(ALr_ CONDITION) .,•I;_ SPACERS • 6� 1!/A• O.C. VALID FOR EYISi1NG N•OUHED L-ONGIRE ALL DESIGN l AND PANEL OR CONCRETE BLOCK EXISTING POLWO CONCRETE LDIC MS PER SHEET 3. COM:R[iE. ANCIwRS R[OUHPED. OR CONCRETE &.OGw A\ 1' MAX LONG ALUMINUM SPACERS k (SCE SCHEDULE ON REOORFD _ - 13 1/2. OC. (5EC TABLE /1 ON SHEETS 9 THRDITGH 10) ' 9HK17TS 9 A ,D.) CEILING ANSECTEION R4 MOUNTINGNTING !MSECTION_ALL_.�LOl1NTLCt�DIRE 014U�N W SPACER$? QR SU:E 3/8-1" SEAL 3/8-,• sxL 3/0.1- ,,AIIp,.L1A1,nTI INC, ✓ "I `N,CENS •9'. ='a`F s FLORIDA BUILDING CODE (Non High VeloDRy Hurricane ­11 t c7.20 Rnw. HALO u. o. 44167 P GALVANIZED STORM PANEL _ � 24 GAGE GAL ZED STEEL RW„ W *i * :*I -- - N4IL.E1?$CQMBIHA114N_Of SAGA m i .1/}}/2ate E.D. - EDGE DISTANCE ' •o'• STATE OF;+_.- � DAn. 'z�9o•• F o; ' ..-�-`-y �_- IL E C O fE1c. GLOBAL PROTECTION PRODUCTS, LLC. __- (SEC SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE , SHEETS 9 ♦ 10) COMBINED IN MIV WAY TO SltlT ANY •. !F .•(OR10 �Wl. IOU 1N9wW FNomt(nw0-COI%AFn Lett 1W !, 91RE, i f� � � � ^� •+NPc .1• aML. rL '• 20-175 '51,, INSTALLATION, l; 10 • • • G V M. 1-T).`I-I.b r". n•1. -'W r'+OC TS4)OW. IS4L PAX: (iHHINNI .n] S•a d • ^._opty716- �"' �" "` w J•NI11111•1 /SIGNLNA[/OATE -AF A Tuft Y., P., rP-IN - ..- EJwn S R O IN5TAUA110N1 DETAILS FOR SERIES 200Q �( ] 440 E-Z HANG STORM FANEL .1" INTO EXISTING WOOD STRUCTURES 1/4-I LAG :CPL1Y_` • e' O.0 W/ �,� + I/7' Yi,s THREADED Pp/fTM}ION ((= . - i 000 I/4'F LAC 4CPEw5..• 0C A/ ro EX.1TbG WOOD IEAIRP •`>< RE'IA' ,/4-. LAG SCKINS. 6' 0.1 W/ . 1 - MI' tHRGDID /2 nf.IeTRA1KAH _ NT ! RI GM EDK 7• .•n THREADED /1W / F1f1ETRA 70 fYSirA] IYOOt ,R"ADFR. - 1 TO 0167111E ROOM !FADER CAM +' 9.N5. 4 DILL 1 O G CNO OF ( f i._ (� 2GP .' M.S 1 4 CR4. I,.FT' SM,S, ( iy 6 L_ r� 1 6'•S�Y PNO 5 Y H • G END (X IT �i /�§ + .' 14.T' Y/ •LAG 'R• S S Y ff QQ SGi . • 6' /i iIi 1 3 . T . M cNn OF dd //'.-7a / Ryn + 3' YN •HRtYxo pu.nAA+/, I, , ' ■.. ti [SEE IILTAN 1/24 A ) J� lr I •J ( HkAO Y.S. W/ a/1'h3/32' *O [x,SFMG WX%I Irf19FP ++ )/ _-_ ' ` / li: Non 'A -BELOW) i I - a, I "Ln YIIRnTH I- tK [YEAY� 1 + _ ITYF) _ (NF DETN, 1/74 A S ,1TO, • 1WRW6M or E1(R T A CPM PIN" INS � j� L'-RpIF-lA��{LY+ R 1a1, IF Ter-ID(D / 1 e EA OF1 R 0 ,•�1 IAIW HGM�[P Y- ^ 0 CbH S REnURIO i 1 - I� 8 1 (SEE xNL 1/24 r I -4- „J H01E IA !ll I) _ j. IL _._-.__..._.__ *=a HEADER IEOARW i `+/ I / 7 e/,e' An. 1 ,/A'h 2oP Ti4• � - :/A-R-70a1/4• , ;;W / _ SEPAAATINOOk ] 9 T , :- I �� 4y., }o/A3/.' Q TO GLASS 1 M7� Avn7Ill _ F e I.4 10 " ro CLASS LL,T wf �A•s/3Y' 2 4 N 1• ID- cc 1' cF. 7 7 ' w [ALA OLEPLAP EV[Rr OKWX' - M-TrtPIw A , 5 r t/ir_7DO/.- -• to GLASS , 1,.•►70a1�.• -.. - ( y. �7•, 7 9/16' Yn 17f N�rrM�F[R�Yi/ ly 7/61NLY7 6FL O Iaa.. ; pg PAD web I OA74•AP ji. I E, jf)(- 7p(RB 1 I C 11 .." i L A 1 SM 'r i 1 I y I ,1I , LE r ya, �C w r H 1' : j if 1,11 1132 M a w 3 C_ In I =� Wi�IG Mn EI§B Y • 7 of i 1 i Is I - ` �' 1 � 14- `I 1 4y II , .' - 4' PANEMNK F1N,ALL a F S M Y Y W L\ 1 2 NIJ1/ , Wtt Rua "�� �. A. n1M. _.. -. `-'I O r L_ i I / YS H hlR1. a 7/6 Art nNwAOLD '. `0• ._` __. ND7( 1A BF7DR1 _ - 7/62'0��/A- (Rf PVOIRAIN" T2 t/7' TI.0 I u �_ _ II YI1G � W/ OR N1R , •11" - 1/4'0 LAG SCMW% • e' OC. w/ )An I21 r.4• 1 � /!1!' 1%.1 /4'1- ,1 A' MS 1Y/ p •1rA + 1' W f . 1' Mrn TIeBAPEO AEHE1'N [•i1, WGCO putE RLWIAED YR'N� MJ7' Y+ FL07E 1A Ml[RY) o� N M tlF PU1E A SEME4 20M FLAT R, T •I R X F-p� �•NO 7 __ 14-1 P i 4Y- W 7 0P W .' MG ]B' AN[LYAIE LUa W .t • 9 2 TINY IA / ! Y n BO "T- , �77e• Ibis PETeTRLTnN B ,7 a Ce11 YSu HUT W 1Y OC 9f, WC md= :j 1/4'e F/o SCALT6 • Is UC •j )/.-. LAG SCREWS. a• O.G W/ Y,n (I '.' -.7 Mn• ' 1/7' WTI TAIUKD P(71[)R-l"O. W, (a Y'A '-..' I 1/7' YN HM.ADCO -1 ON WALL MOUNTING slow �Rm ALTERNATIVE 2"w I wtiopTo �LA I n • 1MDH a RATE Y� 7•�, INSTALLATIONSCALE "'-''• I 1, PLATE REORW'D FLAT ALTERNATIVE 1"W , '� BUILD -OUT MOUNTING SGYC ,,�A' •" "On' FLOOR TO CEILING MOUNTING INSTALLATION ALTERNATIVE 4"W INSTALLATION +. INSTALLATIONS ARE (PJSY VAUD FOR 9UBOWF.S WITH A-S0 D4SXON LOADS _ , 1 ...nrFFr Sfgt 1, '.I 111A T7 FAIT R ATIVE 3'•W UP To +a6.0, -7S.1 PM AND PANEL'S ArWG7N U/ TO V_i S�, k,,o" 2 To* NEW WOOD FRA"AMESW-C61CCON CONSTRUCTIONRMEM TO B[ sDUTMRH b3 _. INT ss� OP 11 (./0171%, xA,r '.'. I• O.- yRS DWOOD.55 NSITY ,:`�QSI,i G N 7. AllVArF a�FLORIDA BUILDING CODE HI h Velocity HurricaneZone) - 1 0 4 C107. "t"m .C.,TIE SPLCa7CAT KW RF.OLYIEMEN1t FUR , M T1on BAA CeIMu toP As : *::*s20 WGF GALYAMIZEO STEEL S10RY PANEL " m 1n:, AS -A"E4 •j CDH♦'C1DN rMG,tS r •• _ w Ti6--____Toro nR )(RIM x'krcs WsiNLATaT.°.T+r roI r,i P ac aL9Eo DH �" •' STAR OE _ ��oT/u/. AI TTRNATIYE TOP HEADER AiEc`7c' �ED D1` . ' -- r I-T L EE C O INC GLOBAL PROTECTION PRODUCTS. LLD. art FOOD Ketc SLIM. 3+ NWIn CN. �c,yr TOP r 6nnW Ya FI1V105 GW Al (TJIADKH:u ,N .I.I CONDRIOH t ANCHOR LDCITI�N . SS/ON' E,�� '' - Wo R tHowl� "moo n A>TrIM .,.� I_ww_i3 p. 1. (Ts.w.-.Tu• 20- t76 ' AAF,IIN, _� ^""iiaT'.n 1q. h.. M.•Im AY M, Is— AW, sP"HATION SMALL ,/P . 1' A1Ir nnAP.a N• :.+F u+UrtFX rTNCC%S Nlf 5,.1RIY. r[Ip I'.,AHn, IH/ I1 .IA'- 1 %k^KAAA,_/rA.t W-OW6116 _ W,Y! A Tw "'. PC MAT 7. R A- __.___-.__. .-_ 4' _ MAXIMUM A,�,p DESIGN PRESSURE RATING i0.1.fA ._ANQ_SORRESPONDI14GE 2 4 � I/4. 3/4, 4/5. 5/5 t 5/5 MAXIMUM SINGLE PANEL (1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORY / T W/6, 2W/6, 3W/7 IT 4W/7 PANELS_ INSTALLATION INT2P_QUREQ.._CONCRFTC CONCRE1E 019CK t WQOD (t) 3• MA -AN HORS (SEE sLTunuLE ON 3• MAX I --I. URN •--- - SHUT$ s. to 6I1) - - - - - '--1' wlc AN t _1 rFLuNEn SINGLE PAdL15_. RLsrlw7FrD AT L:tf o • SUEGLE._P NE c(') L1MRFc Al _TOP QH _ BOTTOM EtlR _Wati-IRACKS ,} . j. - 43 dL "•S QS (�). O ---+' D.M..3 4 E-T-1-7-r 'r 1'^-r-r�- -f r r- r-7--I-r-r-1-T-r-1- I WQLj...TRACK5 :Z_ Ow'-@ k QIRECL-Ii LINTEL) _AT EACH LNG• n z-z" . T TT MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 WXIIIVM IAS.D FRCSSURE RATING (CAVIL) (+ W -) CDNGRETF R WOOD INSTALLATIONS t --1+ -4 200- W-o' 171-0' no W-0• 1F'-a' - 3ao rr -s• ro e' Sao rr-ro• ra-0• 440 101-11 ALSO 30G - 9s.o -- 6G0 63, 0 9-'- • T 1 3_ ■ •-0• a a• a 44 e O• 7 ,. ;,-,r _ e0.o r-2' 6�-r no 71-01 - e1-51 9aa - a' -I' -ALP2` au_ or-9.-. e'-0' 109.0--- e'-3. aI-IT' raeo e•-3 r Y I10.0 - 9•-r Pigs MAXIMUM PANEL LENGTH I. L+" OR "L-" (ft.) 0 MAXIMUM A'S.0 DESGN PRESSURE PATTMG. Costs A WDW y WSTALLMONS 1 100 14•-4• 13'-0• iB.O 12•-FO• F7•-r ]Ao' Ir•-6 to--r _ 510 TV,-t0• 1'-a• 4ao e'-e• 91-4' . Ea0 . - J o._ _ SAO e-1' - 172- �r a' r i- z-., - •a0 �_ - pp _ /-0,Z" -_ 7 Ar 5' 71-2, - ~A L0 1. -1.0'-7I' . 7t0 Is-2.or-6• - - ado- T-0• 6.-3• - 811.0 - 7-01 0._3. 99.0 e_a• r-T• an e'-7• 5'-10• 100.0 - 6•-]• 4-r - 11 I i0.0 -_ 6'-I• FISH - _ I'-10• 119.6 I'-e' muwm SEPAIMT*h TO GLASS 11CH OIRE ­ MAXIARIY ANAL LDIOTN WIND SPEED IS__ 170 m.P.N WIND SPEED > 170 m.p.n _ (V+) IMRCSTUIN(D RESTRAINED UNRESTRAINED RESTRAINED 30 OR LETS 1' I. 6• 9 1/4• >145 TO lea , i +ir ulMlullu PAMri I FNCTM hiss) POET A GIVIrN Mn"UTINl3 CONDITION TOP DIRECT T' •U' 1,51m llbs• I IF, rNFdE" •v�1YJ/,RRpL�EGc MOUNT I•N OER HEADER AMGLE TMCIL YF/%" EIOTTOM a 85 IRt) - I nollm mow, {e• 32• 32• 35• 63• 50' TA' '+- - _ 4 1 , XI.W STUD ANGLE 36• 32' SI' 32' ."42 ]s S 'F TRAGK -�_ __. 55" 32• 1. - 42 67" eo' 60" /"OFu I i I I I I I I I I I I I I .' F' Cy I I I I I I I I 1 1 1 1 1 I 11-1 J11 i .� i. _ j_ UNBOLTED PAIRS i W'•' I - fOLTFD PMIOs W/ 1 40-20.1' 1sf; I ­ � I I- I " Is] APPLICABLE) AS �. �, ( %f011O 15 AS mit W/PA-ICABIE) R� 7 I ff I; 1 - _. T 1 I 11_ I_ -I 1 I , YI 1i D.M.. 3O' ©�._ - - I„L -- To - - o �_ ; )l I , T @.rq i .S* WIT . I _T; 1' ARE iLOS 1/4. 3/4, 4/5, 5/5 A 6/5 1'' 2/4 1 W/6, 2W/6. 3W/7 h 4W/7 - ANCHORS (SEE SCHEDULE ON SMEARS 9 10 &it) . REGULAR STORM PANEL t l ELEVATION /1_ �, GAP 2.1PB)• N.T.S. -1 7 (MH. 04" - ROLE MWE57 : `"� , SECTION A -A (j I ITS. IIwm. G(1) L+. MAXIMUM ALI OWAYLE PANEL LENGTH FOR A GWEN POSITIVE AS 1.) DES04 LOAD. - 40 ALLOWABLE PANEL LENGTH FOR A OVER NELATFA AS.O. DFSDN LOW (2) PROCEDURE TO OCTERWNC MAXIMUM PANEL LENGiN GNEN A POSIM ASD. DM%N LOAD, Wit'lls MULFA4 PANLL LENGTH 'I-' FROM SL'NI'DI LE. GNEN A NEON/M ASO. DESIGN LOW, OVTPMNL MAXIMUM FANEL LENGTH %L FROM SCHFtXAf ' reNL WAIIAVM ALL01MARlC PANEL LENGTH IS FOWL TO T„1 IBtEMUII OrTrRMIN(o PANEL tENCM WLA" KIWEfk •L+• AND (3) SEE SCHEDULE BELOW FOP AWL PANEL LENGTH FOR POROSnY OUNMC.TFSN. I t WSIALLATIONS MO Fr00D ARE LAMED TO + 95 P...1 MAX AS, IT DESIGN PRESSURE RATING I ANL A5 'S G, 10 k +, FqR NAk ASD. DESIGN LOADS R MAX. PANFl LENGTHS FOR J ��. aEEFgW7 1:N SPALT!R ' 6 UEFA. Vutry f '• F� 's FLORIDA BUILDING CODE (Non High VelocityHurricane Zone) I 0 44167 = t.m 7Araa w I 24 GAGE GALVANIZED STEEL STORM PANEL Ir. ORION F: * RATE OF r:_ '• �'� IL E C O f61c. �� GLOBAL PROTECTION PRODUCTS, LLC. e7 Me NSr e1� ORIDL" .\�� T[1Te.• • Nr COMPANY M Kept S R 61 STIQ1 20-175 S/ •NA .... V /'� :� a..ib+s .« _1"`n-v" - u-oaoeTL. O.,1 A. 1.IR 4 ,T IE FWN. DXHXNX-leM. rIWA'(66g6.6-61.7 War"Xa wv n. M "�•'T� Kr N FnRNM9A• T�/MTt _ - P.IRI S a n -___ INSTALLATION DETAILS FOR _, _-_____ ____._ _ .. -__- -- lN70 WOOD STRUCTURES ..T . I.. . _ M.n SEPARATION WOOD ANCHORS TO GLASS. --(SCE �.`__ (SEE SCHEDULE ON SHEET ,1) �3A I/' WA,• ' e 5 ~ IK,W w" SCHEDULE I ON IKV 3) U W 6 V.• O.c , __... _ .. __..".T... i _v 1 WOW HEADER 1, .1_ 1` 12 RT)pD ANCHORS GINA91 .j REdU{REp IF (SEE SCHEDULE ON I L I - I/A, 5HEFT 11) �i _ �.01 ,II t NAX 1 - T Col Ic LE I _ i WUDD HEADER I 1 CO'r I I ,, REQUIRED u 1 -_-- �­­ -1 1 L I 11 I M \,l I. �._ I � r- I- mi. 1 1 SEPARATION 1` MA%. TO GLASS I PANEL LENGTH 1`'./ rI (SFF SCHEDU, F. ON SHEET 3) 1 I (SEE SCWDI1LF ON SIHCEI 3) 1 1 1 I I i I/.•A_2wr AT ea R N EX1SnNG I I om 1 Yy') GLASS _I 1 +- I H 1 1 - 1 . 11 Ym EXtSTIHG 1 70 COLS. SEPARATION C4A_SS '-(SEF SCHEDULE ON SHEET 3) 1 I It " , -1 i 1 I i I 1 1 OF l t0 1 C 1 E) , ® MAX. ,. it 3 4 I • 1a 1/2- D.C. I } 1 W ki__J _. 1-___1 I_ I - 2'x4' WOOD v 'k NDy i PLATE KfOUtREO YAOOD ANCMORS I• MW. YPAAA110N la 91Aa9 LOT STAGGERED Dw [ 57'W HMI sH(n s wv eE W011/4' FBBl' j I I "r MAX. PANEL LENGTI j (SEE SCHILOULF L.- DN SHEET 3) I 1 1 2'.4' WOOD �� - RATE REOUIREI) H Z!J 1 1 1 - I • 12 1/2. O.C. 7 1 W i ,,L -i ......E WOUO ANCHORS STAGGERED Is STUD (SEE SCHEDULE ON SMELT 11) 2•.4' INWO PLATE REQUIRED (SEE SC Ul. ON MONO AS T,K r AK I - SHEET 11) j COIIPLiO wRH 1 I (1) W1MXIM Aso ove s"P. Flown L' M,c"•"" S0A1 °"ALL BOG" ° I 1hfALL MOUNTING L DIRECT MOUNT WALL MOUNTING I (3) PERM PMs .FnAUArCN n o14,Y A_ LTE$NATIVE 2W ALTERNATIVE 1 W i Nm AH CAW. W000 FRY( WALL. SALE 3/8-1- TCUE 1/6-I" i E.) MSI4LAIKW VALID DFe.Y " WAV M." 1,2 Al 3 ft. AnalI felha6. 00"T..H.... `441 F R 1. INSTALLATION ARE ONLY YAl D 0 AAAX. NSA. - No.4 FOR C(NABIHA 41 t9QTE II4 N 9�SECI14Ns87 I THS s DESIGN PRESSURE RATING .e MID PANEL LENG - E ) TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * * ' * _ COMBINED IN ANY WAY TO Sun ANY ALTERNATE 2W') �'•- STATE O - INSTALLATION 0, -• "(OR1D1':•' - 2. FOR NEW WOOD FRAME CONSIRUCTION. WOOD •k lr44I MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ' 11,i `s/ !L DENSITY OF 0.55 OR EQUAL. ,IF,T,.w TUmAMR 1 . V1/4yM eOtA N/Q� 1 nWR► L -. T Nlr4 H 1xP r(L.� to NVa am') I I. MPX, t , PANEL If.NGTM T (SEE SCHEDULE -/ ON SHEET 1 ION 1 50 l sP.GEw NIR ; /.1 OF 1 CmI \ 1 / MA% 1 -� 1 -: I I I ALUMINUMMAX. LONALUMINUM SPACERS ! ,2 1/2' ®O.0 (SEE TABLE 01 DIN SHEET 11.) 'ME NOTE M BELOW FOP LINPATONS FOR 1 1/2' LONG SLECVES. -, PANES W1L FENALF 10 ON PAL Wit r'LU5 ( NE SCE SOHEWIL[ ON STEP II) I DIRECT_MOUNI W/ SPACER 9A ALTERNATIVE 2W' SCALE 3/6.,' SEE TABLE /'1 ON SHEET 11 FOR MA% PANEL LENGTHS r MAX. AS,D DESIGN LOADS FOR THIS INSTALLATION, _---_..--_- __-_. _--- ._-. : * IRS; I 9r MMY K I'Ir LAND FT 1 : (1).TALLUIPON IS UNRrP TO A OE SIRN euUMra" 1s'-0' 1 I NOT MEAN ARX .nrN, ETAS 5 A RTIIRILTIW TRW AA I ojluIN 41APHP OIRFOM, WDKA,E21 W 3N11.71 11) BD ANO,ORS WING FLOW COAAP~ M (PANEL WIT FOWL 10 OF I , Actrinc- n4GM IT ,/7' O.c SPACING ALLOWED TIN HILL Wn RUE) SHALL K VICfh MWe1PM AT a +/.• O.C.IF) C" (3) YA. ZA OALL PYFIL 11NOPI 6 LOTTED To W At - OPENeG RIMS 6 A REStRICRW IAA UAK* PANEL IEWRP6 ALLOWED ON I lCmal x. SHKn ). I I ' (411 1/2' LONG RPACIR COMPO1[n IPA i.LNL K M INDICATED ON I WEn 3. FISTALLATYIN a 1 IIt' LOG, SPACER M ITS OILY YALA NIL WINGZONES 1. } AND 3 a DEFflAfD w A17M I-TMe famew D •ALP TIE ZOO° (TIN for"O.) of of ELOam. I •Rk60 WK I I FLORIDA BUILDING CODE Non High Volocsty Hurricane Zone)! }OM 11TLL0. INC. .- 24 GAGE GALVANIZED STEEL STORM RM PANEL IJ. r 1 ___-___-. GLOBAL PROTECTION PRODUCTS, LLC _ _ "/2'/emIL . EOC,N� •60A R 1, fAlEl oN'c. n . MR v fM.°WVWKINMN i1 i.y-.1,-,,_ tH ^YI , '-CA_ODOe7O 'tn+• PANE. (W ).eF IM>. rAk. OenA4o-em 20-1 75 H. IMP -_ "° "VIER A PLLR N., Pt u, Y+T•IY _ _ `.. .-alllllC SWIM e v la _ _...__.-._ _ ______ ___.-._T-._.___._. ,------- ' _ I --' -- --- ---, GENERAL NOTE Fy,un FOR A• M)F H,.IPI,. • e-2 IIY16 snyu RYILlllr (C) iO. L)(!STIND WOGU YM._SP�B.T GB)sVELf_fi_=_).3i♦km_. 1 STERN PANEL SHOWN GIH THtS PRODUCT [VALWnLWH DWVMENT (PE.O.) HAS BEEN VER61EO FOR COMPLIANCE IN ACCORDANCE - 1/4.0 TAPCON ANCHORS, A> MAW ALI URED BY I W BUILDER, INC wTN nK i030 i, ],n FDItiGN) OF tNC ROR,W BUILDING CODE 11HIS STORY PANEL SHALL N01 BE INSTALLED At Alp+ - �i{-10 PINELWTF FEMALE IC AND PANELMATE PINS ANCHORS. AS MANUFACTURED Br ELCO CONSTRUCTION PROOUCIS. VF10PrT HURFA. 20IKS (YYMf-DADE / BROWARD COUNTIES) - 1/4-9 LAC SCREWS PER NOS N I OF MENTIONED G F A C WINO I GENTLE WIND LOADS S/LALL BE DETERMINED AS PER SECTION 609 'HE ABOVEODE OR BILL - 7 1 '4 • TMRUT Nl 1 P . 6 5 0' wCIW BUSHING. AS DS ED 9+' ALL FRX SCREW. BOL k 'SPECIALTY CO , 1. T P I i T FOP A FACTOR SPEED AS REQUIRED 8Y T JVR SDICTK)N WHERE STORM PANEL Wlll HE NS ALLFJ. AND O DIpE1;,HCaALM HE 1 H K- -1 EXCEED THE MAXIMUM ,O IGN RA W ON SHEETS 1 M Y TI R PENETRATION INTO W T 1 1 F CO PANELAMI PUS D O85 U.SWG AI7E 1 6 AND 5NAL1. NO E F:EC..AS DESIGN PRES4LREC 11NC5 OrG CO C NNVM I EAfJEO PENETRA ON O eRKrO L MC ANCHORS SMNl BE 7 AND 2 OR EL E, t f AND PANCLM4L£ FEMALE IB 3. R TMW z r Z 6. MAL p a-1 r '1 IN T RIRY N CONDITION, ULTIMATE DESIGN WIND B TERMINfO PER A5CC 8 SMALL BE FRS ORDER q VE THE AB(WF t 0 L E DES f RL'Pl10ED 70 ASD. MULTIPLYING THEN 96 IN ENDER TO CMMIARC THESE' w/ IAA%. (ASD) Clj MINIMUM PENETRATION 0: LAG SCREW, ISO FRAME SMALL THREADED 1 1ETR WOODOF FDICATE( OAREADFO IO RUNITEQUIRED ART ED DESIGN PRESSURE RATINGS INDICATED CW THEFTS 3. 9 THHWU 11 k 17, 1R VENFtWTK7N INTO STUCCO SHAH BE CONSIDERED AS PART (lF THE R[W,RED THREADED PENETRATION RATINGS N St TS 7. I I ORDER TO VERIFY THAT ANCHORS ON IIAS RED AS TESTED YAW NOT OVER STRM=, A 33% INCREASE IN NIDNABLE StRESS FOR WIND ,DADS WAS Mn 1f10 IN THEIR ANALYSIS, FASTENERS SPACING 10 WIND HAS RLHMI DETERMINED INCS) MINOIM FOUL UTSMILI CA ,AC SCREWS, ISAL O WOOD SHALL BE AS INDICATED IN THIS ORAWMFO ACCORDANCE WITH N.D.S. 2p16 STORM PANEL'S AOEQWf-Y FOR IMPACT AND WIND RMSTANCE HAS BEEN VERx'YcD IN ACCORDANCE WITH SECTION 1609. 1,2 OF C.4) MINIMUM PENETRATION CR wtX)n EAJSNIHC SMALL BE S/B' t/4. /-20 SCREWS USED SHY) BE t 1/2' Low MINIIION AND - '7 I, MINA FOR W WITH i THE ABOVE YEMIONEb CODE A5 PER TEST LAB DI SOUTH FLORIOA REI•CJICiS �OB)401-Ot AMU /021907-09. AS SHOULD J tN.'CO ET(ISi, AND UM DILLS NO 5 UCCU FFR SSTD 12-99 k ASTM C 730-02 STANDARDS. AND AMERKiW TESTING lAP SOl/!N RWM)A ITEPORT )t 12301- ID AS PER C.SI M CASE THAT FRO: CAST $1(HNE, OR PRECAST (:oNGR[RE PANELS, STOOGE OR vrt700 @(NR05 BE FOUND ON THE EXISTING FAND MGTOCOLS. AND A., PER CAI CUL•TIONS P[RFOPMEO W AL:CIX+CNNCF W/ SECt(On 1604 Of THE WALL ANCHOR, SNAIL BE LONG ENOUGH TO RUCK THE MAIN STRUCTURE DEFWO SUCH PANELS NG CODE FLORIDA IOROA DULOWC CODE ANCHORAGE SHALL BE AS NENTIONFO INC 1), C 7) IF C.4) 3 ALL ALUMINUM ERIRL15pN3 10 !f. 6063-16 ALLOY ANIi TEMPER (LWI [SS OIHENVPST NOT[D). SEC STEP 2 (0) ANCHORM SHALL BE INSTALLED H3LLUWNG ALL OF THE WCOMME.NMIILINS AND SPECIFKATTUNS OF IMF ANCHOR'S MANUFACTURER 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY 0 PANELS MAY AIM BE MTALLEO HOPIZONTALAY FOLLOWING INSTALLATION DETAILS, SHOWN ON SECTION 1 MROL,GH p (SKEIS 4 A-653 GRADE 00 MINIMUM. G-60 GALVANIZED TIsAGM 5) CXCFPl- THAT HEADERS®A(D SKALI NOT BE USED 4 All SEAL SNECt METH PANELS SHALL HAVE5TRUCTURAL QUALITY STEEL. ASTM OII STEEL DESIGNATION W/rY- 92 2 AIR (AFTER ROLLED) 9 T STIALL Or TIE RESPONSIBILITY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS Of OIL STRUCTURE WHERE SHUTTER IS 10 BE 5 ALL SCREWS TO RE STAINILM STEEL. 304 OR 316 M51 SERIES OR CORROSION RESISTANT GOAICD CARBON STEEL A5 PER IKN IInAClJE:O 7U INSURE FPGPDI ANCHORAGE THUS SMUfTEW SHALL DNIr DC ATTACHED 1V CONCRETE BLOCK OR WOOL FRAME BLA'Pe . SOOIB W/ SO SA, YEW SIRO CTN AND 90 N.I TENSILE STRENGTH AND SHALL COMPLY A/ F1,OADA BUILDING CODE SECTION 2", 33.4 I EACH REGULAR STORK RI PANEL WL LENGTHS OVER 90". AS PER SECTIONS , 2, 4, 5. 6 AND ALTERNATIVES ITT, 3W k 6W ON SHEETS 4, 5, 6 A 1 RESPECTIVELY.SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING 1(45TRUCW, OWNE-P OR rENANT t0 6 BOL1S TO BE ASTM A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL. WITH 30 11Y MINIMUM YIELD SIRENGTM SECVRE PANELS WTI1+ APPLICABLE REINFORCEMENT DURING FTRIOM OF HURRICANE WARWNG 1 ANCHORS 10 WALL SHALL BE AS F(x LOWS 11 THE INSTALLATION rONTPALTOR 1S ft, SEAL/CAULM ALL SHUTTER COMPONENT LDQ5. WHICH REMAIN IN CONTINUOUS COIDACT WITH THE BUILDING TO PREVENT WNE1/RAW INTRUSION (A) TTI_Ea64Ilk PDYREA-Qabr Tt - I/4 / iMCON ANCHORS A5 MAW1fACiVRLO BY I:f IY. BOLDEx. INC (Min, r't-3197 p.FI.) 12. FITINM PANEL INSTALLATION S%AU LONE Y WITH, SPECS WOIGIEEI IN THIS DRAWING PLUS ANY BUILDING MCI !LINING HECULANON5 PROVIDED - 1/4' • . 7/e' CALK -IN ANCHORS, A5 MANUFACTVRED BY DEWAL1 MC 0D TK JLRIAO.M 1 WHERE PERMIT IS MPPIfED 70 - (AF14 . 3/4^ SOLIU_SFT ANCHORS, AS EnTTINFAETEC BY N1 POINT SCREW, RIOLT k SPECIALTY CO 13 (a) THEM PRODUCT EVALUATION DOCUMENT (P E.D) PREPARED BY TINS ENGINEER I$ GENERIC AND DOES N_r PROVIDE IN-ORMAT)ON YID IT_ 3090 P .L) F A �T. In r TIN r OR � C SPECIFIC RW[CT ,. s. WHERE THH[ SITE C. DltgAi HE P C D 5 PANDIT( FTOAI P Y CONSTRUCTION iNF IA-10 P P H AS WLNUF B CO CONS RUG ION ODUC15. � ANEIJAATE FEMAL[ 47 k ANCLANTE PLUS ANC ERNS. ACTURLD EL CO 1/4'0 ZAMAC MAKIN ANCHORS, AS YANUFACTUIIEC SY DCIYALR •NC (P) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY CF TINS PRODUCT BASED ON THIS c.E.D. PROVIDED HE/SHE DOES Not DEN -All FROM THE CONEVIONS DETAILED ON THIS DOCUMEN( A,) MINIMUM EMBEDMENT OF fA/PCON ANCHORS ROD, POURED CONCRETE SHALL BE , 3/4', ?' FOR ELCO PANELWiE MID CONSTRUCTIONSMEiv A7 SITE S MEF;4NTnADTGYS RCSPON391U1T I 3/4- FUR 7AAMC NAZI ANCIAOR5 (0 THIS PIIODUR EVALUATION DOCUMEM WILT 0E COHSTOFRfO INYAUD IF IIG0.TTrU A2) CALK-M k 5OW-SE1 ANCHORS SHALL BE EMBEOOM 1/0' "to THE POURW CONCRETE NO EMBEDMENT INTO SNCCO SHALL BE PERMIiTEU 1/4. 1-20 SC.NCWS 1444 SHALL BF 1 ,/7" LONE MIMYUY SHOVED 5141CCn. [Xis . ('0) SITE SPECIFIC PROJECTS SMALL Of PREPARED BY A FLORIDA PF.,:NSTTREU ENGINEER OR ARCMIIECI WHK'H WILL BECOME THE AW1 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HE.NEG SCW" OR ALL THREADED SCREWS W10 HEAD, ENGINEER EV RECORD (E OR) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WK NUTS PROPER USE Of THE. P E D ENGINEER OF RECORD, ACTING AS A DW-GATEO ENGINEER 10 THE RED ENGINEER, SHALL SUBMIT TU he5 LATTER THE SITE SPFf]nC DRAWINGS FOR RE11LW A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BONDS FIE FOUND ON f,,f EXISTNC WALL OR FLOOR, ANCHORS SHALL BF ION, E.WVI>. TO REM.H THE MFJN STRUCTURE BEHNO SUCH PANELS W THIS PLC) SHALL BEM( THE DATE AND OAGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED W Ai) AND IN A2) ENGINEER OF RECORD THAT PR[PAf$C IT (B) T4SXISOFEG. LSBK.BETE 711.0(:K 13TN_G_➢3N' 14 SHUTTER MANUFAC•PARER'S LABEL SF,Au BE LOCATED ON A RE.ADIV VISIBLE LOCATION AT STORM -AN .19KL PANEL SHUTTER N ACCFXIOANCE WITH SECT 1709, 9.2 OF FLORIDA BOLDING CODE ONE LABEL - 1/4' • TAOCON ANCHpki AS MMI4FAC'URED BY r I W BOLoEx, INC SIALI BE PLACED FOR LIERY OPENING LABELING TO ,ompt, WITH $Ectiom „099.3 OF THE - 1/4' e . 7/B• CJRK-el ANCHORS. A5 WNurACTUREO BY OFINAL I. INC. FLORIDA BOLDING CODE - 1/4"1 X 3/4SOLID-SET ANCHORS. AS DISTRIBUTED NY ALI POINT SCREW. DOLT a SPECIALTY CO - /14-10 PAWLWT FEMALE 10 AND PANELMFITC PLUS ANCHORS, AS MANUFACTURED RY ELCO CONSTRUCTION Pi,I,(ov"u nINNJ - t/4' 6 7AIMC NA6JN ANCW)RS. AS MANUFACTURED BY DEW'ALT, 114C A; �O,��rr.Fi _T!(7 4 tl.+) MIW41.M EMBEDMENT tX TAPCON ANCt113RS, FLCO PANELMAIES AND 2AMAC NYUN MICNtlfR, ISO DALE '�Zd'�i•K �CEN ..! T, BLOCK uwtt SHAu eE T I/.' �' se '• z FLORIDA BUILDING CODE (Non High VUot11 NurHeona Zone ` 111) CALK-W k SOLO -SET ANCHORS SHALL BE EMUEIXXD 7/9' INTO THE CONCRETE ROCA UNIT, NO OENI - .IP;o •..rtw K 44 67 I 74 GAGE GALVANIZED STEEL STORM PANEL xrm W STUCCO SHALL, Y PERMITTED ,/{' 1-20 SCR}1K USED SHALL BE + '/2' LONG MINIMUM SHOULD .(,O Ek,S, * C j+��p �;-Li_� - - --- "-\ / - _--,----------- n/n/rm AND MINIMUM MR WAI-S Wm. NO SILOCU . / _ 8,3) W CASE TINT PRECAST STONE, 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD WADS BE F'OUN EF(pR( 'S•NL 7'E-.J ILL rtsnno` la�if-COMPAANY n61 Tt�T [1RSTTNG WALL. ANCAIORS SHALL BE LONG EN4UGN tU Ri.ACN 11K Y4N SIAUCIVRE BEIA!10 SUCH P ,y 'G\�a / .,.,.. ;.oAlnL1s Pw1 r,r_:HI PIIOa ITMNLM-laM Fy (EpgleF-6»T 20-175 A'S/ANAL ANG(ORNCE SHALL BE AS MENTIONED IN B.:) AND IN 9.2) N c+S- +ww.,.. .... - 4s... .I. CT �.F.� uAYRw A. CM...Vs Vomit n _ ArA•4T110I11 .(DIN .f !AL/YAM1Wn/MR wNnW A ,uR W, PE ekfn r d O ' 7 -' _ - -_--. - CONCRETE ANCHORS (SEE SCHEDULE DH SHEETS 9 THROUGH - INSTALLATION DETAILS _�R_REGULAR PANEL 1 INTO P__ POURIED-C N R E ODA CONCRETE @J 01��TRU TURFS E%ISTING POURED CONCRETE EXISTING P01RKD CONCRETE OR CONG1ETT BLOCK Olt CONCRETE BLOCK REWIRED R[OUREG. L-DNCREIE ANCHORS SCHEOULt OH CYSTING POURED q __(7 1 SHEETS 9 THROUGI 10) . { 7' CCWAETE OR ```✓ � 1 " CONCRETE BLOCK 1/2' 1 :,M. I/2' 1 .1/4- REOWAED. -T Y �� M it �l . r r•Y MR.. • PANEL LENGTH (SEE SC+e:DUIf ONSHEET 3) CONCRETE ANC ADRS , (SEE 5CHEDuLE ON )._ SHEETS 9 YHROLG+I "I ) rf 1 1 sox [ or •L' 1 MAX 6 I LD. :,.. i tit 10•i'eAa ban 3 ). 'I W . Ile.t: ED j - I I a' L__1 1 - • HrI, .AWEI1 .eAo ,..irw ila9e. TEk ewer a 11 -' • ALTERNATE rLEG LOCATION ALIERNArE COWCREI[ I '_ E715TRlG POUR N CONE -It ANCHORS OR CONCRETE BLOCK MARRED. (SEE SCHEDULE ON SHEETS 9 THROWN 10) 1 A �r e• •� Ep I I J 1 1 0 I I u - r. R BEPARATON i ;., ;T- , SPY , a TO GLASS, ) ' I =(SFF SCHEDULE 4 ON SHEET 3) I. x 1 I 1 U 11 • I. [ u I u ExIST1114 GLASS i 1 1 1 EX$RND PoURE4•_ CONCRETE OR CONCRETE BLOCK I - REOORED. , CONCRETE ANCHORS STAGGERED w/ STUD (SEE SCHEDULE ON SHEETS B THROUGH 10) 1NALl_llQU! IM ,pa .n,uNrp2q +r``O1E........ ! ; �.• ✓s 1�: DENS '.,9I: f - 0.44167 NGTi- ERR COkB)LAIltiti_Of__SQU)ONS _ t 1. * T E0. EDGE DISTANCE -q STATE OF r' *•� (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE ' 9 ' SHEETS 9 k 10) COMBINED IN ANV WAY TO SUIT ANY '-,nrF:• 'I(ORID1' -,�� MSTALUTON. - I "I- W. PAIR. LE NGM (SEE SCHEDULE ON SHEET 3) CONCRETE ANCHHORS 'y (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EDI I E6f E.D. i ,:/ Is ItIP can . .. t/4- cc I 1 1 : 1 I n ` 1 1 IMI'+T MGlA99 1 1" Abx. NE 1. LENGTH PAEC i(5EE SCHEDULE 1 (SSCHEDULE ON SI T 3) ! DN SHEET 3) 1 Y I EXISTING E I GLASS 1 I I O I C.D. I jI 1 T `u APPLICABLE). CONCRETE A)KHGRS A (SEE SCHEOt%-E Ot1 -.-.I - I _ .3 SHEETS 9 TNROIJGN fo) 4:- W/ *ONLY WHEN SOLID y " - SET R CALK -IN NCHORS ARE USED R WI WHEN EXISTING POURED CONCRETE PANEt/MTE5 OFT CONCRETE &LOCK ARE USE:O REOUWCD WALL-I�GIUNIING / DIRECT MOUNI SECTION 3 SCAL[ 3/e FLORIDA BUILDING CODE (Mon High VelocIty Hurricane Zone -CT:� '-' -yIIENp1,l�l'.M"a S v rn. °Ina'INC C O I NS \ ��. ,.; " wWKA n 41r -.- t w1 o`.eie .. ^ .n-INK WLRA A ALIT Jr., .[ 24 GAGE GALVANIZED STEEL STORY PANEL GLOBAL PROTECTION PRODUCTS, LLC. .Oc S .1 nlen ONAL Ft. �'• PMD, (•w)m .4l ra [.5. eeF-e»7 "I. oMeH eY " b"s-°'° p•1. 20- t 75 PRAPPIK, LP WAVOT . OF .. __..___._-�__T..__. - ...___._-_.____._-..---- - _ . . - I INSTSTALLADDN DETAILS FOR_$F.W_LAQ_P._AN,EL' 11 INTO WOOD ALTERNATE LEG 4•AB• (ACTT) EXISTING WIND IOGT,OM BEAM REQUIRED SrRUCTUPAI r _._ __ IADEOWCY Of EXISTING WOOD BEAM TO BE CERTIFIED BY I 'Ei - EC REGISTERED ENGINEER DIET / ARCHUTECT PRIOR TO 51'IUTfER INSTALLATION _ WOOD ANCHORS ALTERNATE WGDU ANCHORS - I' Min, •• IrJs Wr«p IBu (SEE SCHEDULE ON (SEE SCHEDULE ON __,/i'.1• '-._N 51KE1 T I ) '- - -- ED^ I P-A Sr[3„ M /NUM SHE[T 1 I) �� IO 'I I 1 J 1/2• d12 ,/2. OC ,. - - ' MA% WOOD I1EAD(R- -._. ___-._ . _ _. _� 1 1 _. _ 1 REOORCD ,�•1 1 y-YRI• 1 Ex151 , 1 -T- "-- M91P WRR GLASS `•• 1 1 w, • 6 Ile or AINCHOPT I WOOD 11 (SEE SCHEDULE 01, N,,. 1 I MG ( SHEET 11) rFr� 1 �EPARATON TO I (,'1 `C7 j (1�! _-4 GUSS.(SfI I I 1_, I 1 SCHEDULE I I/C._MIs" . , ION SHEET 3) I .( S., fall .10 I Mn SEPARATION TO GLASS 1 ' I 1 1 - 0 �L f• : SCHEDULE ON SHEET 3) 1 s 6R1S WIM -C•MAX I I 1 1.� PANEL LENCPI i IfIWII 1Nn r-arl •L• , 1 1 • ( IF Fa rRa (SEE SCHEDULE Ji/ _ PANEL LENGTH 1 , I LDOW 00 r-61 ON SHEET 3) 1 ` A (SCE SCHf.OUIE EXISDt1� �,' C ___... 1 „ i-. 1 ON SHEET 3) I I IF I.. _ 1 , I w1x 01 or 1. I \ OF Y' I r-7 '� 1 I (4) 4 1 I I 0 " ,/,* 0, I 'i I I to , ,/7• NO FINISHI 1 i I - - , ,/4�-zo.l- ALLOWED 1 1 E0 I ,' 1I KIAG -11 H N�PI/.•oc I i _ f ,L--1__. I �� . _. 2-xe• WOW RCs,ss' WOOD PLATE -•, I • DECK REOUIRFD RMID ANCH u4s W000 ANCHORS I (SEE SCHEDULE ON(SEE SCF4DULC DIN _,_,_..,j,".• sH[ET 11) I SHFE7 !1) - - I . M,n - 1 I I CEILING AND FLOOR �QUZfTING BUILD -OUT MOUNTING I ALTERNATIVE 3W ALTE NATIYE--W SGL.E 1/5-I' SC -ATE 3' N"„IIH111111",r /°-'• ' 40_.`-,�v A: T(4i,y I •�...-,CEN •y1LLv_Tr •T�y NOTES, ' No. I 44161 . K� - on High Wbcl rrlt n n NOTE FOR •,DOMBIiMTIDALQE_$EST)Qy.. _;' FLORIDAFLARIDA BUILDING CODE (N N Hu ]carts Zone)! I. INSTAL UiION DINE ONLY VALID FOR MAX, A.S.D : �' ' .2470 .k K+c i rta 7N 4 GALVANIZED STEEL STORM PANEL TOP BOTTOM MOUNTINGS CAN BE G R TI - f AN PAN N 1S 2 GAGE CAL ZE 0 E O k BO MO I N PRE.SU E RA NC 9. � EL LE G DES C o °"""0' ?�i'•. STATE OF �¢, -__-_- _ -_ __.__-_.. COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD TL,�••' 'IRO t+ N'� T p}MlsG7. __A.. `` '' { I L EE � N c \ GLOBAL PROTECTION PRODUCTS. LLC. G. T 70 BE SOUTHERN PINE No 2, W/ SPECIFIC sN,, c''-•••^ -'- MEMBERS DENSITY OF 0.55 OR EQUAL. L i n- ❑3TTIFro • IKON •w W. S W II NT, ' .... 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A%x NTH 1/.'A . + J/.• 2 I/i• I ArCOK a 17' O.C. ;p_ - Wn, Pp,RCfI caaEt[. coNallHC a'D LO II4 1 1 3 4' TAKON BLOOM W 3'.4' Auou IRA•IF YDlYl4 NC 1 1/:r . / RcoI.RD CoNEFATi R:OCN C� .. -a. a ,r• ve 2 1/2 1 I ]•nK, NCO) TRAIL 1 L-- '-2 DR( /{I ,n W,,.- Nw �I R[0•.W ED V iT y/ 1 TAP T1/ 1 t i 1 ��P �ni��x •- ,.. n 12' ANCHOR I 1 - 1 _-_� Wn ..p IN RRN.Itt LID LDORON 1 1 2' . 7• . 055• m a 3 oa vAR1[s . A•I 1. 1 r' 95s' caN Ir M5A Iq< L ox yNr, MU4 NWtlf at ! _ 1 WO' 3105-.Is. SHEET I`"A L'ONCRn. CWMWYY I• ' 1 "Roc. Yrlw NUM. Kw rurz r X e% ,zs• T• t \` i •) L_ "Roc. M TCM X r.. wDa, FRAME 3103-W14 OA - 7 1/7' i i - _ E .. ' RI OURFD COW. ALUM. VIRUS � � �/ MoP 1 +'/� \C' %------t No. GAP J 0 1 a 90LT 51. •• . R a Etc O.c r_1Jv14 OR 6ogl-tf NCO. W/JACXVIR 1:onl Nun ANOLf CASE A (PLAN) CASE_B _(P CASE C (PL�Nj WiS P RL410 SCALE I/e. I' < SUE( 1/4'. I' 5__IL _ Fax - (DUN PANEL - N[' IIENNr, A',c•,C OVERLAP BEYO OrEN 'wREA cow"tIE. CON[R[n MOCK a1 r'-e WCOD TRAY[ REQUIRED % . B 0 DISTANCE !. / �� sCAI( 1/4'-I- To ' SR El SET OR C/Atl 1 OR ELIXT PANIJ3MI[ _ I a 0) � PaU11FD C9MCRLTe., ((JJttK1R.4 ,KIN Al IWNC O ANp z--_t` OR 0.2'..1[ ccit, tLY, _O GI pR LHELN,E PLLS (5(T POIMED CONCRTE 1 1 qR 7'.: Wg00 =DR GPfTm.G SCHCOUIE ON WETS IL 2'.' 2'.''RET[ 11FRA l71 r . i O & ® rRNR REQUIRED .` AP,4'GRI_[ Ic w Y.: «000 rTaul 1 ) Rq IMD '1). �••f�hl• 1 1 �---.e--�` °_I VWAJRmn I ; -..__.© © OR� -- 1 / - //: " 1 'RENT.oEm WJ NICHORFp FROM, a 1 AMLL 09VD1 CUT PC PIWQ 0 �=, . .1 ) .J.-Toot. sm. M- _ J 1,-,I,,.1,.HI11II,, SE E G (LAN) Irlo te; e A' � `EFT A 7I((/r 4r, SCALE 1/e.1 • ....1 oo - -, . - 1GEN •' :✓.9'k vAL.ID F(X7 DIRECT MOUNT INSTALLATION UNIT Al �' •sF CERTIFIED PMEl INSTALUIX)N AT WADS W/ z N0. 44167 ` i SuarACE LEVEL vARYT UNS wm,N 3/4 ��� r� _ ',> . k 1 it z FLORIDA BUILDING CODE Non High V.1-ify Nurricone Zgne CPI_! F 1 PLAANI 0 F :� ,u7g3D'IlRU. Nt F.P. --4' ,- ;, FZ ,.sty 24 GAGE GALVANIZED STEEL STORM PANEL � e �# e . \ . --.-------- -- ""'',sc/, ITTL E-C I INc. GLOBAL PROTECTION PRODUCTS, LLC. Rh, I"IN 111E reGO,w S1 sled 1Tu.f Iw R ANrIB COYIAH•F qW�, rt W314 / �ti••LE>a, a. R. a . N, . arA4o.n1•. -175 N� (a n,_,Pp ..-.I-.- .. AIO.E e5• -Tf•D r,YI(-).9-.,., 20 �J����/�� 1 _ ( Les. /-C:A_=1• - DAIRING .M AN - � arNN r w - ,rP+ r _ PE SMINOPWUNL 0or -10 A TWI 0. -1 - to W w MAXIMV) A.S•D. DESIGN PRESSURE RATING .s.fa AND CORRESPONDINQ MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR� STORM PANEL IINSTALLATION5 INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 h 7) MAX. AS 0. DESIGN IESSURE P RRATIINC (P..IJ MAXIMUM ANCHORS SPACING FOR F D - AS SHOWN 04 SHEETS 6 A 7 APPUCAALE 10 ERNA 1 A Tyr C'OMBIhAl1pN Or THEM yACyDM PANEL LE , i• INJ TAPCON LAG SCREW PAINELWTE FEMALE 10 PANELMATE PLUS WOOD BUSHING ♦4 -. 5, 5 OR LESS 1:! - ".'___ 6 1/r ---- _. _ 1J' or `,r 13 - t3•.-_ 13' --,-3-_- ,]_- 9 1/2' _ 12 1!r a 1J._. _. IF 5 1/2• 6 ,/•' ... - ._ W (TOP) 1W (BOTTOM) 5,-a• LESS, _ 9 1/2'- 9 1/2• _ (TOP) (BOTT.•) - a Ile _.-_._ e a ... _. (TOP) (e0Ff0M) __ .1 ]• -___ _..- I] lr - 1]' 13 Ir _ ___2.'_. 1ru' a I ) 6 1/2• e 1/r 6 1/2' 6 1/2'- _ T12OW) Se-4' 4 1/2- 4' 6 1/2--_ - T _.. 12 6 I/2• ) 4 1/e _ ,0 7/2' 4 ,!r' - 9 1/Y _ T' - __ 1Y•.� ___ SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS IS, MAX PANEL LENGTHS WHEN SPACER 03 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RAITC (D..1.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHCWN ON SHEETS 6 1 7 AF'PL�f r0 LTOINA / e ARY Comg,Kn N OF THEM MAxI.uU PNIEl LMGD, L (II.) TAPCON LAG SCREW PANELMATE FEMALE IA PANEL3AATE PUs WOOD BUSHING 13' _. .. i3_,_ 11. .-1_3;,_' ,3' _ - 1r -_ Ir 13•-- T3' ._-e--.- w (w) 4007611) e I/2• a 1/2' 6 1/2• 6 I/7•u 4 1/Y (TOP) - .-. 71 - .� i7i 6 1/4• 6• _ 12 1/2' Ir 6 1/4' . - - (6G1T•) _ (TOP) 30 5--0- OR LESS >a46 45 TO -75. -75 ... II ,fie I3•-- 1! it ---'or 6" r --- -_13 13 AY (BOTTOM) MVO _ _ •W (BORON Ir 13• t3 !]' _. tY ,3 13" �6 V7`� 13' --._s_I/1_- ". Ir 10 6 Ile _ 1w t6 (Nionow) - Ir 1T 6 172• 6 1/2• - ei/2• - - - 4 1/4*12 1/e 0 ,le" -.. 2W (611TT.•) )6_0' 4 1/2' 6• 7 V2• 7 1%2' - - —1 (TOP) Fro• 5-_� s i/2' v e• e• - 3W (60fT0Y) __ _ 11. I2• 1r----- _ _ 1r ._Ir _ a 1!2• •_ 6' RQI) Ir._- 13' Ir- SEE TABLE #t FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER §N IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 L___. (ABLE 11 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-8• > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS at All 9 SN(,(1EA. 04,,44 t/2' D.C. 0` A Ti((/l 1 s 'y, '�CENS ' /' , 1 N 44167 * * * , ,.FS.0 . A ' CS\U 4 F LORIDA BUILDING CODE (Non High Velocity Hurricane Zon' ,00ro ,Amw K 24 GAGE GALVANIZED STEEL STORM PANEI. DRFw e1. — - 1. L E C O 1Nt �=_ BAL PROTECTION PRODUCTS, LLC. °' aCL°f0 woo .«. 51 SIRE, N z 'ANSI •1•,e1A A M1w IM,-, n ISO,• R nw1_.•r��,.-,M. Nlow- N6-)6r-,g .IA, (WAN -en, ZO-175 . - T-T'T -,- - __ ----.-- - ___ INSTALLATION DETAILS - - - ­ I -,------..-. FOR LIFE SAFETY PANEL J1 INTO POURED CONCRETE QR_ MNjQARR E BLOCK STRUCTURES I p•P TAPCON 9pf 71NC POURED 1 i,-. -CON _ EXIS'T,Nf. POURED ANCHOR 0 9 O L CONCRETE OR OONCREIE BLOCK ANCHOR O 9' 0 C CONCRETE OR CONCRETE BLOCK j;, RCGURRED REQUIRED. C2) '4.: I 1/2' , -I/e 1/2' 11/4. '----f-- MAX. --- ---7-- MAX 1 [pe .,, I E-• I I 4 I i ,..: I I O M I. MI. I I ,1 �A 1 EXISIRI 1 1 /MA-w.,' + R.i em,3 K 9--SLPARAnON I TO GLASS I I {. j - F 1 10. 111O•I• 1 5S b0.tE I/MA� GLASS /„ I A ) I E M Ds HR NYo UNITY- r_0 K K Z EXIS-KA '1•'R- 1 I I 1 M FA «M1IIIP 6 I CLASS p f ]3[11 Z 1 ' 'i y I f •l MAX. To ( I P PAW' LENGTH LENGTH n I 6' PANEL LENGTH 0' -- 1 T -... I (SEE ELEVATION I I (SCE ELEVATION % I' Wn I ON SHECI 12) 1 -._i t ON SWEAT 12) n_,EPARATON' - I II TO GLASS I I ( I/} (t1 { i I t 1, ( ,,. �� 4 I I a. EXISTING POURED L De CONCRETE OR 1 I L -- CXISTNG POURF,D f 0e Gll", CONCRETE O$1 ,¢ I I ..LEE R7 CONCRETE BLOCK , �,, CONCRETE BLOP ! Y J' , •C9 ITE-OUMED ,? I ice) O rµ' oC REOUIRCD- erftw _I-L 1-- IT ILVI ANCHOR 9E 12M 1/2-i Or SECTION G-2♦ _REgV1AR_2� LUAIE ANCHOR (BBEYOND) R.-LIFE Y/11.1M LL_SIL WALL. MOUNTINGS Scar 3/6.1• SEE SNEER 15 a 16 FOR N{.ORS TTRE A SPRANG 10A NSTNLAII NS Yr Iwow FRAME 6UA.O" .YAW ARCHON �HGS AND YMIYUY EDGE DISTANCE ARE INa,CATED ON TH5 ,C,COULC ,OR E.D LESS THAN .IDAATECI ON sz.,DNIE Rif 6 -NOR SPA`INO eY NUAIML,=1c S"A HG SHOWN ON SCHEDULE B, TIE fO b WN1: FACTORS-. F0N THIS OPERATION TD BE POSSIBLE RFDIKEO ,PACNL OBTAINED LUNG FACTO11 SNAIL HOT N LESS tHW MIIWIIM WING 0 ND HIED FOR FACET ANCHOR TYPO ON tm SCHEDULE I/e. 1/4'A LIT, , Mt MPDO, 1WEJMMC -INY1�y FNDIgN woo w 3 I -_- YFY14•TIIIFFreel -Cr.MA OI - --'...- anA1a-e. r I wnP4r 9r as — I 1 n A mK EK owma ow toem t 17 ,/ .m T 1/T'. 041 I. ow 1m I VT* _ _ . a70 ,.TEED nA 24 GAGEGALVANIZED STEEL STORM PANEL 0f.r 9 C O INN\GLOBAL �TIL E PROTECTION PRODUCTS LLC. /11 w orpNt i 7w R s: a . �i 1 •Bop 1. II IIRQI DMc, rt I371• 20-175 +. r ARM m-1w _ Isn m-..H IMr..I.w no.� (9MRw-Fa•5. ra f".)w-sm ...I� G-am?,4 IIIRN� AA N DAM'•MI - _ N, MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.t.) AND CORRESPON LNG MAXIMUM ANCHOR SPACING SCHEDULE FOR REG.UTA L aTQRM PANEL �, INSTALLATIONS INTO CONCRETE A CONCRETE OCK SRU.QILIQES (VAUD ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 h 5) MA% ASD OESMN PRESSURE tRAI'VitP.1) (P A I.) 1Y1116A1Y ANCHORS SPACING FOR uN [.D. MR SOfEWI.E BC10w TO % / a ANY (.pINWM110.1To OF (HEM MA%IWIM PANE, GT LENGTH •L• (N ) MAX. ASD DESIGN PRESSURE aAnHG (P_P f ) It MAXIMUM ANCHORS SPACING FOR MN CA PER GCKEUULC fIELCMY AP K•AHS t0 5(CTXN II a IATI I'll PANEL LEMON Li (N.) TAPCON SOLD -$ET PANELWIE FEMALE ID PAN TC PLUS UNAC -NNIIN CALK -IN TAPCON SOAR -SET PANELWTE fFWLC O PANRMATF PLUS ZAMAC-NNLN CALK -IN m mwc 1 TO m "I T,k,,,R1 I 1g D 0.•xt'C ro MMWW [hoot 7 !- TO m,Q,C lit CMJtlt m 'CgNONn m MIS(, OOAaI( Y'OK.,R,L Tq it'dK3,I.E. .45, _15 LESS tr Ir _-_-_...._, ,)' 13, ,r U' -..._- 1r 13• . _.. Ir .. 13•, 13' la• 1!• 13' _. _ IS_- ,3• _. tY Ir _... 13' I (TOP) .._.__._.- 1 (BOTTOM) V-6,Ir OR LESS i45�0-•s .KS, -65 q^..J .__ Ir _ 1] --- 13• '!' --__ 13, IJ• .-.._ Ir 1]• 1]' ,]• - 13- 1J' -_-..,. lr 1]' ._- is, 1r -Ir 1J' -_- . Ir 1!'11 _L _ Ir I/2 _ II Ila I (TOP) _ - - 1 WTOM) t1aP) S 6• OR S 73• r Ir S r 13• Ir ] Is, Ir OOP) r l .-- l ) Ir 13• 1 • 7 1r I ' J ,r Ir I ' 3 , r- tr f ] /z fl13"IIr ,3' -- �3�-. s• u• u• ,r , 3 - ,r ,r , • 3 - 13•_ ,r ,]• ,3• , r w• - -,r u• u• ,r a „ , !x -- i (eoTTdOIr Ir Ir Ir 1r_ 13' 13, 13' Ir 13, 3 (,OP) Ir Ir or Ir Ir 13" 13• Ir Ir 13' 11 1/2 3 (TOP) r 1 1 1 2 /2 l e 1 / e, 1' / 2 1 n 12 1 2 / - - 9 14' / 1 e! s / BOTTOM ( ) -- - ITOPi .. - (BOTTOM) - - 1 2 /2 1 Ix /2 a 1 4 ! 1 e e / I 2 /T T 1 2 /r - - e I/ 6' 1' 6 // s (eonwA) r B• " T r r - r -.e' e' 7 ,/2' e• s I/r s•_6_•_e• 9 I/r e4r i/7• �• e r 6^ •(tom)_r _e• Ir Ir _ a• it _- or __ 6• Ir - - 13' r - r - 6• - _ aP a, r_ i• - r - r_ - 4 (BOTTOM) _IS' _ 1r Ir 13' or Ir 6 (w) _ ,] _-13• ,r or _ or _-_ or- 1r 1T 1r Ir I: 11/9 6 RIr) -_ 13• D' - Tr - 13' r 13' -- - ,r '-- ,r --- �Y, — Tr.- -- 13' - ,r it — ,r --- ,_(BOTTOM) a (TOP) - I3• .-. tr _ Ir ,r — 11• ___. 1r _- 1r ___ tr - ,3' tY - ,r- - ,r --- ,r. e 1 1• __ - „ ,/ 1 1 d ,%4• —_.. 5 (BOTTOM) 6 - R0p) 0 (IOTI.�j Ir _ -� J -- a 1/4• 13• --- 6 1/4• , . 3 - ,r ,-- r r r . 3 or -- Ir --� r - . 1 r -- - ,r ---- e _- -- ,r 6 , e 1 3, e 1/e' Ir 3 a i s• Ir Ir - or - or - . _ _ a Ile _ !.= - - - - - 6 , 4' -- a 1/4• • -) Ir 6. or ,0 1/2 Ir_ Y Ir 7• 7 1/2 a 1/2 or 4 I 1 POP >5'-6' TO 1"1' Ir 9• ,r 13• Ir a 1/2' Tr a 1/2 a 1 • a 1%t Ir 6 11r I (TOP) 15--s- ro 9, -6 _ lr . 3` Ir ;)• 7' Ir ,r 1r 9 12 la' 9 1/2 10 1/2 7 112 _ 13_ r 1 (BOTTOM) Ir 7 Iff 13, lr 1r 10• ,a• 10• „' r 13• 6 1/2. 1 (eDTCY) , 1s' 10 1/2 13• T ta• 7• 7 1/2 5'i/2 _ 1- i +/T' r (TOP) ___. 2 (BOTTOM) I]' 6' Ir /3' ,3' a 1/7• _'_ a 1/2. 9 III 6 I/r or S 1/2. 2 (TOM -- r - IY 1r - ,r s 1/2 13' 9 1/2 -- 10 1/2 7 I/7 _- ,]' 6 1/x• — i3" - 7 T/r -Ir ,r _ Ir U' 10' ,r 10' 11' ...- r - 13• a 1/e . -- 2 (80170_M) 7• Ir ,a•-- ..Ir 9-1/2 Tr 9 lIi 10 1/7 7 1/2 .. 13' a l!r 3 (FOP) ,a' 7 1/r or Ir ,r 10• Ir IV W 6" -._,_T.. 6i%r 3.(TOPI - ,2 1/2 12 1 a Ile s I/4• x 1/t 6 Ile 6 Ile 6, 4. % 3 (B6it0Y) ,r ITT r , 6 ,p --4- B , 4• a y ,r 1/7 a Ij. a yA i (eonoM) 7• 3• I' a ,!r -I' 3 1/2• r e 1 I/I- r e 1/2• - r --ROP) i 1/2• r r r r 4• e• :� 4 l!Y 3 ,!r 6 1l7• 3' i (TOP)- e' _ r 1' R S 1/2' IF 1/2. (BOlTOu) r -- B' 6 e -- 6 1/r I T/2'i1a r11 6ii) lY 7• or 1Y t]• 9 1/i' ,ram ➢ ,/2. 70 I/] `7 1%r -u' r 6 ROP) 13• a ,lr u• Ir _. si' -Ir Ia' n• e• u• •e) -- 13"r ,r �1a tr 9 ,/r Ir r /7 a 1/s 1 7 /Y 13' 1 0 /2 6 (BOTTOM) ] B ,/r rr 13 13 1/0. it o' "_ r 1r a(BOTTOM) - )- Ir x u +o ,/x ,r r ,r r 7 I/r a +/r ,r 6 ;/r 4 ,/2 B1/e• a (TOP) (so/T. u' r u ,r Ir ,r a yr 9 ,/x -. aIn•Ir - 4 1 e a 6r« 11/4• 6 1 e e I/e 6 tp e I, a l ,• B 1 4' SEE SHM 11 to R ANpOK TYPE a SPACN9 FOR NSINI.A7MMlE INTO WOOD F1VAE Ouzo /61. e IM16NlY ANCHUt SPACJIL� AND IMRwJY EDP. D5TAIKS ME POKATCD ON THIS I KDUV( FOR E0 LM I1 4 AIED D., ScHro,i.1 Rfo= ANCHOR SINCIA" P, MLATwLYMA: SMCNG •i1ow41 OA SaaDM.E RE IH IpILD«NG (ACTOM FOR THIS DRERATON `o BE POUWL REDUCED SPAC.A DRAINED US.O YDITI SHNL NO, R tnit /HIN YIHMUY SPACING wnGTm FOR EACH ANCHOR TYPE ON Ties ,CNEDtu ANCHOR TYPE I/4'w 1/1•1 /e. ,/.•. 1/P. I/.'. TMORI IIRD-IRf FOAMS 0 6w1AC_weN ouu--N _ WMMU4 m-o.OR iiNIQ O (M.) I r I 1' r S I I/T I I/S' 7 117 3 AMeAxAM mN XXRG1rn 1119 3 I t/7' ml-ILD3 wo.m RI& D, _-._4 _. _ -J I ./t• f ,h' 11n 3 ,/r AC'TLML max ommom l:T FACTOR I1K oa '-' _ - p ,n' .31 tLsb - . 0,9 I 4.0 01{ ,m - e,i, -� - - I.OD ,W -- - - - ____-_ Im ._ 19g •• SPACINGS ONLY VALID WHEN SPACER 9 IS USED. SEE � /1 FOR MAX. A.S.D. DESIGN LOADS 3 MAX. PANEL WHEN SPACER �dl 15 USED I____.--_.- V.. \CEN.. ✓''G 0. 44187 •.. * * . :• •�•-.. TATF OT�'�''� s°•4••• (OR101' TAW FAI A AS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6 -8' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAT(. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS a W/ b SPACER AT 12 1/2. O.C. M020 TLtUO. INC ' 24 GAGE GALVANIZED STEEL STORM PANEL I.P. LwA«N R _..-_.__.-._..-__ \ ---I--,-- _-- m/»new L E C O EN9 GLOBAL PROTECTION PRODUCTS LLC. �� �1= Na` c,mNNfi-`I:oY:u.Y wro s« ITsnaE, 20-111 MA YPNM 41RRc n N1r MYE "' -I', �N1-Ia I rr �! 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AT EA OVfRITY(•r I .. 1 I _. _ F. , I __(--- .____-4---'---`-( •'1_--..-_.. __- h_.. _ _ , - --_. _- ��,, 6 ' L „ON O LIFE SAFETY I g D.M.I 3(�. Iz �.--- f ---- _/ ' PAME1 9anoMcoRNEas - - 0 _- ) Of O-. -OVERLAP- -OVERLAP- .-__-__J _ WING NUT AT EXIE' IEIQ WING NUM A7 --- 3" M117. LEFT PANEL arsAaa+P.sa. RIGHT PN/EL 3•'IM%: 'T INSIALUTIUNS ONLY VALID FOR WIND 1• MIN, R-IA/13, R-2A/13, R-3A/14, R-lep R-2a/13. 9-30/14. 1• MIN SPEED UP TO 170 m.p.h. I�R­IA!1111/15, R-2AW/15, R-3AW/16. R-1RW/15, R-28W/15, R-30W/16. - _ _-._-_-... __-.--ANCHORS (SEE SECTIONS a ALTERNATIVES ON SHEETS 13. 11, 15 616) --.- 1/e 1MN CAP Uff SAFETY STORM PANEL (1 ELEVATION W - - j SCALE +/e-I' 10 PANEL 1 � RCGUIM z 867•,-(I) IIEOAAR �� -" $NORM PANEL (� ��_ l sIQF YM1LE•Y7 NN. r AN ER Al TV "' of t r== I/A.. 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O PLTATE 1; ' I 1 j N11n 'JEw Y ,,. 1 4.4 TAPCOM 1/4•0 TAPCOM tHWIRfO -` I L 1 1 11 ANCN4 e0P O TAPCON O.0 PLATE WO . -• '-� i I1 I e 17 Yn/,DO.0 ANCHOR a 0' O C ANCHOR a 9. 0 C. 1 I i II STAGGERED W/ STUD STAcccomm W STUD 'I I REWIRED1'-"1_!._LA,J__ f �I^ 1/4'R tAPGUN t R 4' WOOD I. -PLATE W000 I 1. I ; i ANCHOR O 9. O C ,LATE EGUIRED REWIRED - If _. LLL i ( , �I I ALTERNATIVE R- i AW ALTERNATIVE R- i JM A[ T ALT�ySTIVE B O. REG1dl�PANELS 0 LIFE SAFETY PANEL 2_-REit� 1. 11iE SAFETY WALL -mach 1NS[S ....WNENNr,II !HALL MOUNTINGS ScALr I./6- r 'IP A. T!Q;;,Va, '' SCALE 3/e. • ��/$P. ' \GENS ''• 9 FLORIDA BUILDING CODE (Non High Yelocit Hurricane Zon S C'1Gw I.TTTXL INC f. r ! GE GALYANI2FD STEEL STORM z � 2 GA PANEL 1 7 44 6 : 0. F S DAIRN er I INSTALLATION ARE ONLY VALID R A. 0. DESIGN s z PR' R RATING 1 AN PAN LENGTHS A o7 I ESSU C S .a D EL LPN S S %ere ip - n / - J - ii�- GLOBAL PROTECTION PRODUCT S, TS LLC. PER ELEW WO N SHEET , 0 R t2 T 0 wn z TA E T I NNe. S r L _— F R N WOOD FRAM CONSTRUCTION: W q --- .ep05w. 41 sTlm 2 E EW EWOOD 9 •. F F' : ,lu'�i - 6w-i niol�-ISNq �o" . MEMBERS TO R5 SOUTi1ERN HONE ND 2, W/ SPEC1f1C ''.I'- ., lOR)D •,• i.e^'dJ ,R, r m N•OL n MIN eMIALii-I IL Iv1I DENSITY OF 0.55 OR EQUAL. I•-'• LNPi'.H , �_ E`'Mal m .v1 _ F.1oHr (Pe.Mw-T5.0, I. ro11IeeR_elwr _ 20-175 S/ J9S6-MAR-ME/G-tt , U am@,�4 Rs'a. r DIMING I, 1111N14 •' - RVAL'ER A nLLR T . PE __ P. _ -.. WWt, 1e a I L__ - n-.N MAXIMUM A.S.P.DESIGN PRESSURE RATING (c).s. I) AND CORRESPOO-NDING MAXIMQ� ANCffQR SPACING SCHEDULE TOR REGULAR STO M PANEL'.- NSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANE I.0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 h 5) MAIL A.S.D. DESIGN PRESSURE IMTWG (R.•T.) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPUGBIf ro N 6 ANY IOMFIVHEM p INCH MAXtMuu PANEL lENO1H •. NAM AS.D. DESGM vRESSURF 1M11NG (P...I) MAXIMUM ANf.HtORS SPACNC TOR MIN E.D. 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S• Ir Ir 6 ,/r 13- lillr 7 1l2• 6 ,/2• I / ,%2• ! (TOP) { 1p' 6 I •' t ,/1' 6 1 4• - - - 6 1 A' 6 Tp' B (BOTT ••) - _- { I/4• • ye 6 +p• 6 1/•• - - - - 6 1/4• aeDTf ••) i. '.FC WET 11 rDI ANT_ _1E w ,J =DM IV. AO,AAAE_r1S MD -DOD 15 1C` N1lo 1 Lz n NISPMaOS NO WwfIN I A oSR sp AR I" " ON TH5 SEC- I TOR ED LACETHEINDICATED LO S(TAlACT A[D- ANON011 EPAr B TO MIURHI.G SKNe sW'Ar.I eN 1; W:E W (I F CTOR SNO rAC10K TOR Ib9 MOV A50N 10 aE P0ICATIE . 9[UUF 9`/C NU OInMRD ViNG FACTOR sHNt HO' N 1f55 11MN IR41BY 9►AbIW IM0CAIED r0I CACA. ANCHOR ,TM FN THEM SPIEDME ANOrOR 1M I/4•. Ife. 1/4-e 1/e. ,/:. ,/4•. -- - i'Rli o* F+NniR4� trOM TILL-srr ININo-,e4IN THAN%-N wommomm ANCHOR 9pvAc3m twl.) 1 3 3 3 2 VT 2 •n _-_ - MII4RM®el (Y.) ) T 3 ) 1h. I RRA11010AJ . ­11 _. .___._L_.- .__.__.-- __ .._... --. moot RO0 6. r . 1h' I ,/2' ! 1n 311. AL1111L mac Dow= ►ACTOR 1n' 0A1 _ 1 1/,' _.VIA, P.10 .. - - Y>D ,, Ob DM ,. - . : N.OI n• - Ioo - 100 - ,ro ,m '• SPAgNGS ONLY VAUD WHEN 5PACER 15 USED. SEE ABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX PANEI LENGT WHEN SPACER J IS USED. �1�P�tEa, A:, ... l o.44167 c *�', , • ., . STATE OE yT 16ML-!.1 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 4O PSF OR LESS 6' B• > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-I0' A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (9� SPACER AT 12 1/2" O.0 I rt I h V.1-If T I - FLORIDA BUILDING CODE (No N Nu co Zone), YIUIV M- - - 24 GAGE GALVANIZED STEEL STORY PANEL NNY1„R, n _ _._____- __.. ._--__-_._--- q ;;AtIt. . '" 1 11LIE C 0 m. GLOBAL PROTECTION PRODUCTS, LLC. m.TF T�TNc w t....Ilt1N-PHI • "ri 1us - - .I.- TPIIr1t4 t.l-1R,-..11'•• weNr l4s•Nw-7M4lM (WAN .,.• 20-175 " G-DeO " - -, �,�, - _- �'�_ - � GARM, w RRORXM K. N•, IL , • 6 .1I HP 1ii T - _--------_-_.. -. _.-.._ ___ -__.. ..-_-__-_� INSTALLATION DETAILS FOR LIFE_SAFETY PANEL',' j INTO POURED_ CQNCRETE Q[� CQN0ETE &Q�K STRUCTUQE•S 1/.•0 TAPCON EXTSMAKi POURED 1/4•. TAPCON EXISIINC POURED ,/.•e IePCON EXISTING POURED 1/4'e TAPCON [XI$ POURED ANC NOR O 9, O.L CONCRETE OR AVCNoP O 9, 0 C CONCRETE OR ANCHOR a 9' 0 C CONCRETE OR ANCHOR O 9' O.C. - MFMRETF OR iy CONCRETE BLOCK /nf NCRETE BLOCK {{ CONCRETE 9LOc1, CONCRETE BLOCK +' NEOU,RFD , QUIRED. f PEaIREU. REWIRED. n t� I ._ 1 .1 _. 1/2. 11/A. ; 'F7• II /" 1 1/2• 1/4• i/„ l/r 1/.' MAX C-D.• %/,, I ED• 1 ll EO• ;,I J %: 1 I II 1 r 1- Min.1 t•,+ K 1 11 M I e Min • 1 II 1 ,nHHra,' M'--SCPAM110I 1 4Y-In,• II t 4'I-9a,• EX157 9- SEPARATION - 1 D611N EX15T1(}jj-e TO GLASSl / I I R%G•B TO (MASS 1pb-r01' GIASS G� - I 19 MOl,1 a 9 n r I it - - FXISTING-ll 1 T _ _ _{3. 9w11 p G1A55 1 f Yi 90.R ■ N B4 y ' AT IA CLASS I I N f11 r ,iWo 11 ' " 1 , Al EA I ./,- T I PAR r, „en N I e ! . I -'_- 64r RI, (Ara X r I ' II I I i 1Dml. as 7Hn Y 1 i it - I ZOOM 04 r-el P I I i 14 II I I •L• Max. II A I 1 `L' MAX. II - 1-. ___ _.._. 1 •L• wx 11 l 'L' MAX. I ," 0 ( PANEL 1EN(:7N E r 6• PANEL. 1kN01H N ,I�[]jjy�i�� PARR 1O1G1H 1 g' RAVEL LENGTH .. _ Q i. 8 ... VA 1. (SEE ELEVATION II ') I (SEE ELEVATION II . _,JE J--. (SEC ELEVATION o 1 ( (SEE ELEVATION I II I' Min. I ON SHEEN 12) O 1.{� I .-_. _. i oN SHEET ,z1 I Y'1n. 1 ON SHEET 12) K 1 ON SHEET 12) Ir SEPARAlNk/- I 11 ( II--' I PARAT1ON 1 It 1 9 TO CLASS. 1 . __ J II ,0 GLASS. I N , I I ' I1 1 (``'EE ff1 1 I I/2 1 1 I r I i 1 g• i E.D• i � 4 I g E.O.• I �✓ (De > ' I a 0 cc ,/T I a O Ml• oc , , III 3/e ____... J.._._._.,.I , .v-2ao .' , , .v_ < ( 1 1 (Q i1 Rn M.,. COI - -.li K, AD Yi N eRTs e I ears •y- 'i' • 2 ,n IT, a 13 1n O.0 g _.�!'� --� t;. )/4•0 TAPCON ..flew TAPCON 1/e. TAPCON t 1/e. TAPCON ANCHOR O s• O.0 ANCHOR a 9' O.C. ANCHOR 0 9. O.0 ANCI a r OC ExlsnNG POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING -OURFD CONCRETE OF EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE BLOCK REQUIRED. CONCRETE BLACK REWIREC CONCRI It 9LOCN RECURRED SECTION R-IA SECT -ION R-TEE i u&..T1QN_R_U 2-_EES'EULAR PANE .5 . L9 ySEETY ANEL 4 J�� �ANEL5 9-LIEi_SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCA,f 3/8_1 IIIIIIIIIIIHINIIIIN,, S:.AL.f 1/8-•- �, .. Avk ; .. 0. , SEE S MI 15 a 16 ION A.L"M ANCHOR 7FP[ -_Y!+~ , TIRE A 51WING TOP .51ALLAlO1R AID "O=M YOrA FRAME.ANC 0ALDINcs Y.{IYJY AYCH(N sONC111G5 AND MN4Ap Iw1MM. MD ON WV4" fM3 3 _ -•IRMYI _ 0WHAVAR tM3 3 EDGE D61ANCE ARE ND%ATED ON THIS SCHEDIAE to- LQ LESS THAN INDICATED oN WINE LI RFCVCE ArICFrOF SPACING AIIIAPMRA, '- go � ----.-•- I 91 Y1111VI'lDUG SPACNL 5NMIAN ON SCHEDULE 9T 114 10,tOee16 WARS AM& M e FNM , •/T• 0.316 FOR THIS OFOIATON m 41 PDSSNti. REDUCED SPAGNG OB1NWO USING FACTO* SHNLL NOT or LESS TN41 7 ,/7. O3, _ HIAL SPACING INDICATED FOR E.C. i MIC,OR "n ON, THIS SCwnar I- eae L 3 '/2' _ ALP'`\\GENSF•-!! �1 fypr No. 44167 FLORIDA BUILDING CODE (Non High Velocity Nu,ri-s Zone)I ZSZ'FSTATIE 'Q 14 GAGE 6AlVANIZFD STEEL STORY PANEL . /, T - �` ITC 1 E C C INS GLOBAL PROTECTION PRODUCTS, LLC. D aD 'r-.. _ _ , HIP,• S« 5, S1R41 - N9 •EANe. Z -.� -{,- GX. ,1. ,IJl1n Na.. te, u,N� _ - F� INN.. iA+w .`,.'r-,Tat m-,u, �M. PHpN.c fel4,ew-T3-I, rw (4'NNM-MTe7 20 175 __ •N-II-r• rrR"II.-T-rnT'•N T- YR IFM.MID W,, PE SVaPSK/WMIE/MR-- G-OMW71P R-T" A TtliR }. P_C .- - 11 s . INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1) tNT _ WQQD STRUCTURES ..__...._- __-_ - WOOL HFAtlER N000 HEAp(A REQUIRED RCOIBRFO r r , 4•e tAPCON r_- _�T-� - 1/4•F ,ANON ,NOR a 9. 0 C. I ANCHOR a 9' O.C. i2) I ' I i2) 4-t ( .I I I W_ - . .. .. W,1 T.__ 1 I 2. M n. t I 1N 1 1 i.l I I .�_ I I �) ., r`V �u /.h 7y1' GLASS p 1 1 o.0 R F1.1571N(; N �Y' I E It • t` Cm," NARTUNCN O.OI rr1 I GL A55-•'-�I w1 -1. I t 1 0 11 11 1 - _. L .- MAX I ' PANEL LENGTH N n 11 :_,T 7 I ' -_ 'EL MAX. a. PANEL 1fhGTN (SEE ELEVATION 11 I (SEE fLEVATON 11 ) 1 ON SHEET 12) 11 f __. II ___.T::::- ON SHEET 17) I N 11 .i...- _____.. 1 I tNl� 1 • Men. N _ TO RATS 11 TO GLASS I I 1 T I ✓ w 11 1, MITIPARAT II--SEPARAIKIN , I. 1 _ _ -�) 1 T . K '--1 - i L12 1. 11 'C GLASS. - - l 1 1 e• _ �. till I BOAR aG ' 1 , , I aa>�ac i i -`� T Eta i 1 LD I -1--j I _--_.A I 7--'-._ -, I I I __ I 2-.4- WOOD 2•X4' WOO$-.. ` `PLATE ! REOU,RED I I/... PwNELMATE PLUS REQUIRED 1 I f (..�., 1'4-P PANELMATF PLUS I ANE'HOR O 12 1/2' 0.^-. "` I AWROFF O 12 1/2. CC ' I1,_ ALTERNATI"EQULAR`RP i]L WALL MOUNTINGS SCALE 3/a-1' aNaTES: 1 INSTALLATION ARE ONLY VALID FOR MAX. A.S.G. I N PRESSURE RATINGS .f AN PANEL DESIGN ESSu E CS t D (p ) LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. A rfi(ij✓ ti ENSF •..•9 L;EP 3NP� % : No- 44167 s FLORIDA BUILDING CODE (Non High V-1-Ity Hu, [Gone Zone IT . •o'� # 2 HATE 0 F :2 e20r0 n1R0, AID 4 STEEL STORM PANEL 2 GAGE GA..- - 11 uR•4R w. I o •(• 1 F F(ORkt _ _� " �- IL� INC \.� _. __ _ _ .. GLOBAL PROTECTION PRODUCTS, LLC. Ln 1 pn°I S/ON AL ES / '/ f•,-�Lc' •Boo>B "- OMB. n. - - nun Tvi- w fNOM10 W'-ni / If1111111„IINIII / .. ,.1 KAKI. -.. ,•.1 •,,+1•j, r,xIR m_1 , fF. IMONL (rM)Y4-Ts.� (eN)4M -eI1] 20- 175 ____ ._-._._._^ P f YAI ntVMTUAE UAn ` _000Bn4 _11', . 1.1V , It r g , 1 T EARRING, w• -__- a1R, n a 1s w. - r,r -_ w ..- �� r w n-.N _..__... _+_ N N s U) Cu (D �--• I._ Q 0 _0 o q) = Q. M -0 Cy) 1- V) Q) 70 CV C) O (Ia -0 -- U) -0 c O 1- O (0 C) -+. -A ii••-- l V . - � CU L Q _ . W c . C)- Q —_0.czU)<L R7 )( 4- C"i QU W Qr , O - � O d 1;16 c- ,_-D c� ,-I N -n in DK C LJ_. a- f0 CI -D N_ -f w = .Y ]r C f. G yO % C3 3 3 A_ ow W J2 `�.2 .- c3 W Q, = n ='- E 77 M. c E. m =, p- v 0 W i^ . L. _CD cz O U) Q_ ) m O I.. N 0 a)1� L. v ) L. co W Q Z Z Q J n_ SHEET NO. SH 1.4. EZi/18, EZ 1 W/ 18 ANCHORS --- IEEE SECTION E21 AT ALTERNATIVE E21W ON SHEET 18)- - _.._- -- 3" vc.. - -+7' OR. - 1 (SCE Cj(SEE NOTE 2) 0.4 .�' "ME 2) _ no Cr' _��� ` POP # LAST PANEL TO BE YNSTALLEO AT EACH OPENING $,ALI. ALWAYS 8E I"! 112' O O G O O O 'a - O O �- O '1 1 PROVIDED W/ REAR HANDLE TO FAUUTATE INSTALLATION IF INTENDIT i to BE YNsrnuFD FROM INSIDE of snwcTu <1 �� -II..1. I i 1 �. �_ �__ �_ 3�1, I- �. _ 1....,._� ,._ .... ._.� .. _, ."_ _ )5ft P warEs _. Ur-T-111 T.T-. . _._T..,TT..r..T_.r . r_"T_'e. �...,r--T.- ,..,r..-.r. I"T.Y._..r.-.-, _. 0 I (1),GLPt h US T _!S),QD E-Z HANG STORM PANEL SYSTEM 'I - I POOR .PANEL) (PrtERgR PANEL) (END PAICL) f �MAIL !(ENO PANEL) I .1 T' -T.... )-'��`(" ( S151NG U/ PAN I 4 Cool TRAcCK$ TOP $ 90TTOM. (INTERIOR PANEL) I - '' SEE NOTES 2..3. 4 � I I ) 1 E I I SEE NOTES ; 3. A I I (2), TH PANELS SHALL OP ALWAYS BE CONeRPROVI 10 BOTTOM TRACK i STOP BPR PROVIDED Il4� OTHERWISE A SMALL BE Al TOP OT SVC71 Ij iI f t PANE- If ., PANELS. 11 i # _p l7) 1k a +/- 400 p...r (3). IF END PANELS ARE CONNECTED TO 90FFDM TRAIN, CONNECTION 1 # I 1 # 1 # 4� `--111 I • ' • i) 11 1414� I I I + SNALI. CONSIST Or 1/4"-20e3/4' M.S. W/ 7/8'h3/37' W'NO Is w t - Tj TES PANL"5 / M` ?O.,' NU 1 4"ax ' Mn.MinTHUMBSCREW IN BOTTOM / OR / J/4 UMBSCRE t0 MPiO BO OM $.5 8QL:5 w e EA OVERLAP TRACK LOCATION OF FASTENERS MAT 8E AT ENHER OF TWO APPUCASUI � E%TEAIOR MT FLANIGES Or E.ND PANEL��I��LII'"(-_ L.L1 ... , _ _ ._� -_..- - __. _- - . --- u�.-.1-1-_..I ....�_... _ .1si__.Ii ._ OSOx.` (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM ... 1 r .. * . _ I1. TRACK ({ a. A STOP BAR C ONLY USED M TOP) AT BAST SPECS PRACK I0. A T CONNECTED IS O TO BOTTOM TRACK T LEA SPECS .�" T1.1LI I TL t1 �-II- 1C 1t -� 1'- I •� 1 1'-T., 1 r [ 1 -- f l i 1 j INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ,_L%1J_LLJJ_-111JJ_LZ'.}JJLLJJ,"c�L1J11LJJ_LLJJ1 �1 J_I_L1_17 -4 .. I _._. I PANELS TO BOTTOM TRACK MAY OCCl1R AT ANY PANEL LOCATION _ _ _T9,_ 4 4 .,� • ' _ Sri NOT? , - 1' Mr.. ' f•- ' W'. t' INSTALLATIONS ONLY VALID FOR WINO E , \+w/}SEA III �t M,� SPEED UP TC 170 Mai ANCHORSANCHORSNJrP - _­ . - (SEE SELTION E21 A: ALICNNATNC MIT ON SELECT la) - ` -.. EZT/18, EZIW/ta TYPICAL ELEVATION FOR SERVES 2000 E-Z HAN-0TORM PANEL , i :^SYSTEM ('r) SCALE_; .W32'--1" 7-I ]'roil LPVU?L virox VALUrfM . ` 777 77 A/4 MAX ; SECTION A -A A'll# IF qr //i yP•FLORIDA 8U1lD1N0 CODE Non High Wloeil Nurrlcore 2nrn ro-,�AA, - D. a4167 ,4010 aNm "` 24 GAGE GALVANIZED STEEL STORM PANEL ,F.-.e,. GLOBAL PROTECTION PRODUCTS, I.I.C. wMf1wP M17 �%,`." STRDT W FF t -a�'•, STATE 0 9 w. 01 F(,1 Fat" •4ip,���L�.", �i� - - Ixm .fwn. AR1 t1YM., Fl. At51. .•- `i` , r.ml F,I_,Fn r« Ipl M,-IL, Fuse, (0. )6"-ITN so tW)M-676, 20 7s 6 : 4N..a ... , % e" /� G�•O'A5fi7H �'•�' wa�1� MJWN1' hu. A 1,I11111111111 nllE[WJ2 rKRN A. TLLLIT J.., 1'-L wttT Is ix ,a LNG1f\EEF11f', _; ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 15. 2020 Application Number. 17NO 1 - R2 EX Project Number 20 31543 Product Manufacturer All AmaIcan Shultorsand GIasi MBnutarlurer Address 1540 Donna Road West Palm Beach. FL 33409 Prnducl Name a Description 249a Galvanized Steel Storm Panels Largo MYslule Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued In accordance WAIT the requirements of the Florida Department 01 Business and ProfessionalRogulxDDn (FNvdE Building Commission) Rule Chapter 61 G20.3 005. F A.C.. for statewide acceptance per Method t(d). The product noted above has been fouled and/or evaluated as summarized herein to show compliance with the Florida Bu#11ng Code Seventh Edition (2020) and is. (of the purpose intended, of least Equivalent In that required by the Code Ro-evaluation Of this PIUdUI't shall be required following pertinent Florida Building Code modl6callons or revisions. Substantiating Data: RO_D CT V'AL l NDO UAET EX win 100 2154„ titled -24Ua Galvanized S 1 e.I Storm Panels (HVHZ IS Non-HVHZ) -. cheats 1-5 prepared by Enyjmeenng Expresssigned a sealed Oy Frank Bennardo. P.E. Ill an integral pad of The. Evaluation RLWi7. • TEST REPORTS Uniform static structu al performance has been togged m accordance with TAS 202 last standards per front fa T-A -17- t la .kw r Testing Inc d s 11B SG 00 B E Me st pD 1 rip by Large missile impact resistance and cyclic loafing performance tins been tested In accordance "Iff TAS 201 and TAS 203 lost standards per test nepon(s) OBT-ASG-17-001 fly, Btackwater Testing. Inc. A STRUCTURAL ENGINEERING CALCULATIONS tur Stfueal engineering calculations have been prepared which uvaluale the product based On COmporalive and/or rational annfysm to quality the following design "Ilona I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Mmnnum Glass Sapatahon 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEALH, FLORIDA 33442 (954) 354-0660 1 (866) 396 9999 TEAMWENGINet RiNGE%PRESg,COM �v ENGINEER INGE"HIS S,Cos tol:' lV I 7�1NE' i_ FIING Palle -, 1,i All American Shutfurs and Glass - 24ga Galvanized Steel Sliltm Panels No 33% Increase in allowable stre" has been used in the design of this product. Separation horn glezUg Is not required for Installations outside of wind zone 4 and assential fatuities Impact Resistance: Large Impact Resistance hAs been demonstrated as evidenced In previously Elated lest fepod(s), and Is accounted lot in the engineering design (if this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the impactive Product Evaluation Document (I e. engineering drawing) Installation This pforfucl shall be installed in strict compliance with its rasptictive Product Evalueton Document (I e engineering diawmg). along with all components noted Thereto Product components shall be the malerral specified In that prodUrf's leSPeona Product Evaluation Document (ie. engineering drawing) Limitations 43 Conditions of Use: III hit NccO da with respective Pr A Document Useof this xodud shall tow u a t r rice ) the Es cav Product Evaluation D umen f e 1 Pt+ engineering drawing) as noted heroin All supporting hall! structures shall be designed to caused all superimposed bads and shall be of a material listed in this product's respective anchor schedule. Halt structure conditions which are not account" for m INS product's respective anchor schedule shall be designed for on a site specific basis by a registered pmrc":.sromil engineer All car p1rIeb which ardvermanen 1v installed shall tre projected ed,against corrosion. contamination and r s h damage all firm" 01h0 uC d 0 al A m03 0 This product has treen designed lot use within and oulade the High Velocity Humcano Zone (HVHZ) RespecilidlY. 6r I,� �x [ ��;�,. Frank Bennardo, PE ENGINEERING EXPREss" 0Pf•.IXM6R49 1 Ceri Auth 9885 160 SW 12'" AvENUt SUITE 1D6, DEERFIELD BLACH, FLORIDA 3344) (954) 354-066D 1 (866) 396 9999 TEAM BAENGI NE ERin GEx PReSs. Cam ENGINtEAfNGEaPRfI,S.CUM 1-1 -. *,V'",,,q„ -.-, ,I,. .^.I1W KiAt}rT"- %GV='RJ=TI:ry , _ .1.I. 1.01 _,. ., n („w, Ii;J' Aa�p'7y7Ep rt-IJ,"t awlfW ////!t IA,Ve 1 © ` L n 0T 4 I. T F>) nA"rr 7 f Tu x L y' l ' - . - CI, , 4-V." 17! . N q aN� T- F ro FIU:.VI! "J,I -Yeti -S' , x'a1• - S a' a v+�. sn al"r� ne:-1xF rw,. A _ emu_�Mw>y 1, -• , I4:tl'-YIN 4 M 'Eli"a 4 6w Ir, 'V e .nn tAr'.r 'xs: - R ' m V A:] �1' ,:ra L .Mf9 g n fig( r - R L • A '1fR',. IE { G gµ 7 r3"d.. x n JI �-, �h 1i m I iLl M. 111 1 2 _ r rc i N +Utz Kv-Y- - K T. t �Liw �3h i�wr EI -O E T'J.'• oo I - V2 I IA pp �Al D �:: F .a fi. ,ran k- - 1 br s A ����, � ,lAr [l3 , _1_1- S L_ li T Ott T . ,Da ,.uaA' .' t' d Eton 6N - � (' rm- H 12A - O d _ _ H-:n-Mi Salalin,I:"vtv. t I Z F Alt: NIMT_ EU3LW,J, : i rl HO ••,b- f' �N::-.._]i:M LRIHmx1; EKFRH6A1fL �-I•A.,r J[F k Ito �C ,I'I N iV1" FI rx E c,R, - :4 t[..:0'xti � m d ��'FYHA , I 1• A- M r! ;4 L IwUI lq. 11 TL'.: c.11 U A.,. u sin, , � J ^. TKiT.i6P� F'f ? /ut GrjErx4mfA0a xoUNr St[rlan ,1eln S"" � W ( 1 pG V� u� tx. Iris -a • x L."1`.rn �1<F�� Ng r�r t• all I,aN ,.If III N '.4 , wl. NF :"LI 1 � C A" M^.•I R r. G NTPL 5 Y z wNL:4 , 11 atNu` _ -- yv _ : WI xv ML Illy E i 'R NI "M,: ';. ,rl. +< nWAll N0UNr 9?CTI01! �.r11Fr lrrA w'• 7,I •,:--n :-'rlr,y A<•, [1 WI. U'?vC+.Yi In.,, 0, " ( I.....11 <.Y_ ."„Ix: t:. Y.....Vi YS Il.1.4 -111. ,YE: :I W.. w ., rTi � rrr -n zz 4t! Ii L{ � � E G ';DAUAS �-: Pn" " IM',"ER" KYfJ Ir� I .:AIVeF �f l..l ec Y SM.AU Yi: `•• , •t. 't 6. fRE-. T f 'L^.r,:T R K K .,1,_ 1-., Hl1^ M I -sits I°rYid'"_-��Ov.'' ,nr '„ Y„Mn, „nth d Q W 2 4 .r.,Ill N :F :' � ,III i yt 1.. J,� v, ll Y xu.,Lj 1T1 u' •vnl 7 W - 0T6Ef,. r dart I ¢ E 111M.n 141 MIN, �. ,- , (/ * . tJn I.w 1; -.1, 111 -J I In L / , F­ b a'� 16' -I , uggh � 3$ gh `( 1T4 � "�IS 0 L, n: ru. k 6E s, LM4 1 r rn>. h y,, � d. I;E5 dN71� � x I I ,I'IB I r•a ac�tl���-' 6 'a •zyn i1�v r1,nt1 � , I V. M Fw: 14+A11" P . } -tT .1 EI ¢. e r.0 eux H ,h: �' ate n,:N r :.GE. -1!4 -f A 1 E: V: n1, r xFi, t,YLL1Lt - -' -Rx:'reT g�$'r�r�vy NIT He, H:n2 x'1E1. ' . Ur" c 'rY n_ I, � E�• 14HlE�y�. w 51-,Ve, F:I:N r1.<" £ FFF 1;�t , IL, r � 4I PIi. :IN.1. Ix A.[ a r,.-1P' 'I"T"'"' " ,: OR:.a'.N %/- Ne,wyr,,;l, ,'I•T,ll: 7:_�_�:1 I, T =!!"INNTNx�V I '",• "IIAt"" :1FT, irrtul'a'i'av-�- y,s5vfta.I`._:. 20-31543 ,T,11,xT.cal car n OPnOP LToRzwTnA1cwAuRI UF1NL p �i "I"w- E:YIR.if . IY WY' Fbi . ' I�}11,,r.i^i., rF :3 s�.;-• _ eY JY IW) L fflP y,f �M4 1M 1L'Y '.r,1Mty1+a• �,, nnir'"JI M'.. h4^.C1 ]eH6 VF'ANr:{r3WV t••-1^' - I•ry J, I74 A n ,' ,Nuf 11H,A W X... I. ",R,N 1'A ^' iA. ^.t• _JaIwa Fruit. MMD I- l-",i tN _$TALLAT Of N DETAIN S_EOR $,ERtF�20QQ 2 HANG STQ.�M_PANEL i: 1) INTO POURED CONCRETE, CQy.QRUE_ 81QCK__.ANQ WOOD-5 TRUCTT�IRE TAPCON / 1, V t CONCRETE BLOCK REOUMEO. -1jJA'E�7 }- .�4"6 ANCMTM a f2' 04 I 1/4-0 TAPCON I.-' ,S I -------04 SCWW • 4' FROM REDINEED I S'CRFa O 4. FROM }R -, em OF j 4 EDGE of6 ^V. L - * (`'D E D r -; f" .: '. 2' Min. 11) .- , -t - / 1/r1-20I1- A _ _ _1 Sa, e0115 Y R b A�oA�1LM" n If I" lci, ( T 1/2" I pj F6+rwa fl a ' J I /2• Ir'SEPARATiONEXISIMO N iQ Gl/SS -II I i. 3/1a"PfXl$il ALUA1EiU4 POP I' NLn SEPARATION - 1 3/i6"PGLA55- -'AWMINUM POP J 0 /^,, -4 7 1 RNET I0i CAJSS TO GLASS. \y RNEt _"'-,., 15 - AR .T P fASR. B MAX _,,._. _.�_. I PAN/FY. IEYM.TH a i/41-1h,' ._.,IL S.A i101i y{y E T -r F Io f rWn,r t PANEL LtNGTn AlF R 1 N a OfA/I _ E i rr .�::;yl� it I* at pr a ac.trt<:. ��;. 1J B-SEPAPA 111 w' I .1/4Y-2oF2' I To Ou5S I y�+��} ". fir,/ SO% ''. �N""' OP+OLAfASS ' 7 1MUM0SCREW r !" II ; qF 'L" „ I ; 1 I l :1'7-2Q'1* r F)1 - I. -, {" .�% I L I _ A; 4`a TAPCON ANCHOR % v; r I ° e 12' O.is C 1/4'0 TAPCDN ANCHOR 9 12 O C _ @@LL15FIFIG PoUREII .. WNCRE7£ OR ( - j t , Li_` .' - I- a_ U1E 11�1,. ..1 CONCERTI BLOCK I -..i , L , REOl11RE0 REQUIRED. WALL MOUNTING SECTIQN _EZ1 WALL MOUNTING ALIERNAI& E21W I,A,F °/,'._." SHALL 3/8=1- W= * MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VAUD FOR MAX. ASD DESIGN SHALL BE 2•-8' PRESSURE RATING +/- 40,0 p,e.f, AND 8"-O" MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF D.55 OR EQUAL. j; r JGEN'xL. • A FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane ton' o. 44167 :, f t] . TIInoO. RTC, 24 GAGE GALVANIZED STEEL STORM PANEL rN. earl 1,, * '. FA * "-A STATE d - ? `LORIO � L+ Q 1 N e � " RD9AL PROTECTION PRODUCTS, LLC. o".11,o:6 aa5> s��i` ; 2i7 A is IN 1� uAM°.°�r Asir aMiwnA,�T1P,rr 1rP 1 S/OVA .. L. ..► u4 Wa aA" -* * w,i F•,. ,= -� zlr e,l „xrn m _. ._ nmrlc. r,RaFlw-x>Frt na (Ps„)rea- -- �.., ... a.. _ v� - 20-175 Orwnw ► /I ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) :"I �/ WIDTH UNUMITEII (PERA TO PANEL SPAN) TOP MOUNT (CONN Ivp, TYPE AS REQ'D) SECTFONS i 5<XT WI H WAS31 i 60LTS WISH WA5MERED WINGNUTS FASTENED O �W APPROPRIATE SPAN TABLE)F N a�� tIIUU..nn,1T � PLAN VfeW r ; E 1e015E' W 1' -1- r ��ggJJ aDTTCM MOUNT `\ I ( I '" LYW N TYPE A5 R. 'D FQ ) .J91" MAYBE AT T`�\fin" _ 0 375" aP` a1oTTa1 1 TYPICAL VERTICAL MOUNT ELEVATION 1 'IT _ ELEVATION TOP HOL rNT Y lmaX ( COIWV PE SPAN ABOVE AFi •RE 'D R ) .R- 7RUCTIGNI BOTTOM wd c NAOUME ttconn Tv AS REQ'D) V { 7 b t�-oBSTlwcn ¢ INN E 0 I � (LOCATION MAY VARY ) W �QD NXi Q ". TOP MOUNT ,CONN TYpE ( LAS REq'D) eOrn2M MOUNT(CONN Lmax TYPE AS RF71'D) (SPAN BELOW DESTRUCTION) PAfNE45 MAY BE NOTCHED AS RF,QUIREO, OPnONALW-10 STITCH PROVIDED THAT CONNECTIONS AND BOLT$ WITH WASFIERED ANCHORS ARE USED"'Ilcw SATISFY AlAKOPRIANUTS FASTENED SPANS ABOVE a BELOW OBSTRUCTION. OVERLAPS G MIDSPAN (USE __. 4PPRC1PR6ATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 I .,. I,.I V1111�1 ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE _•vtT A.'I'L Y MI U 5Y AMP N'L N"4 M O A L IIYARATIO R , Nf OM'GlA1i5. N' END 7LN,f d ( MVLW S WE.NDA1 FA 11111 - C E5) �M 18 Iti(N V1AnL„I I A AW)NSeS INSTAL IA iN)tS G PDESIGN R AF i",I 1,iASN1WA)VtCRADF 511AIN NlAH30ABOVS _ 2 261 _ / 4 jAOt' a O"m 23e1N .140 a"i aOBm y []b1n f•`E - WAse, _ Boale _ ATR fn 4 50.. / m 4 OB m : i6H, . I / SB OB:aRF 6 In t s A h a0 I' 2m s 1 ,/ .. ! A 99n sum 1, 1 /70 edAln In I- ._ ay �2 Val" _____AU e.s2m tvA In SPAN 5CHEDULE NOTES: LATER SPA S WITH NEGATIVE 1. E N CFIEOULES Wi EG TIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO OErERMINE MA%IHUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABte FOR USE WITH POSITIVE LOADS LESS THAN ON EQUAL TO NEGATIVE DESIGN LOADS. 2. -PANef, FASTENERS' ARE STUDS USED IN CDNU NCTION WgTM ALL MOUNTING NVSIONS i-r0IC, PANEL FASTENER ANGLE, EEC.) USE UES O C, PANEL FASTfNlR SPACING TABLEVALUES FOR ALL M-AND"U'-HFAOEW5 (INCLUDINGe Ilit OUT CONDITIONS. 3. LINEAR INTERPOLATION BETW N LOADS IS - ACCIEPTABIE_OTNERWISE USE NExt NIGHER LOAD. 1 ENTER, SPAN SCHOXILE W Ool POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED R f V AD Y 2. SCHEDULE IS REWIRED LOADS S USE WITH POSITIVE R s ONLY tNTERPOL4TlON BETWEEN 1OA95 15 ACCEPTABLE, OTHERWISE 115E NE7L'T HLGNER LOAD. AN 7 T 3. fDA INSTALLATIONS WTSIDE OP THE HVM2 D OUTSIDE OF ESSENTIAL u FACILITIES IN AST" WINO ZONES 1 7NROWH 3THE G7.ASS SEPARATION SCHEDULE 1$ N01 NEQl1IRFD AND NO MINIMUM SEPARATION FROM THE 7ELTED OPENING IS R f ED. YP ..le:.»crom '� ',� :. IXVIR MAXIMUM A110WABLE Ninth SNIP a,Vi W DESIGN PRESSURES: xl:m 3 1051 HA.0 Ilr.f -010'' AS NOTED IN OE-51133N DESIGN NOTES: SCHEDULES a'I ., P NEG POSITIVE AND NEGATIVE DESIGN PRE55l1REg CALCU LATED DE SHALL BE DETERMINED rl r n V 5EVE AIRING IN ACCO ANCE WITH TFIF NRDE1�� EE�SS5VU �AfEEp0UU p5�AECDRI7ANCE WIYHIAS(1E'- 71�D ffimingTHAN 3 • N ��AYUOA CHACTER BUILDING CODE SHALL BE LE55 THAN W vi = OR EpoUAL TO THE POSITIVE OFL NEOAT{VE DE81GN DRESSURF. CAPACITY VALUES LISTED MERe1N FOR ANY > 4 m ASSFMBI I AS SHOWN. I, GENERAL NOTES: THIS SPECIFICATION NAB BEEN DESIGNED AND $HALL BE FABRICATED IN ACCORDANC! W7T!( 77ME RQQQQV{RlMINTs OF THE FLORIDA BUILDING CODE "°5. 9 W K li w MVENTN 901nON (2020 P6R USR INEIDe AND OUTSI- OF THE HVM2; PER 1 iI Van fA5201. 207 AND 10, TiZST PgOTOGOLS. lXrnTNAA-TOR SMALL INVESTIGATE f LND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HERON MAY RhNME (1) TDOMONAL 6RETMEFIC SEALED ENGINEERING 1 14013-1/3% INCREASE IN ALLOWABU 4TRESS MAE BEEN USED IN THE 7eSIGN OF THIS SYSTEM, N. THE ANCMtTK T(ENOINEFR OF RECORD R3R THE PRODFCT WPERSTRUCTU RE WITH W NA, N TMI3'I S1 N is USED SHALL BE RESPONsHiLC :OR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIe;JJ WHICH WALL RE COOADI.SriAFFTRREU BY THE PERMITTING CONTRAX I OR, 111 n ON 0Q pp pAsie 7MIN. CUNTACTTHI6 EN PINEER FOR ZTEORNJITF SPA NYU.CIILA ONSAS A f! RE I ! A Y �CIU A D 1 THE &Y6TEM DETAILED MERM" i5 GeNtA(C AND GOES NOT PROVIDE Ln CLF H RIATION A SPECIFIC 6rM FOR SITE CONDITIONS RENT PROM _, W LL N rRi COND1T10N5 DETAILLEQD HlREIN, A LICENSED 6RFfINERROR UMTERED tACHITFCrSHALLMIEPAIIESITI9PECTFIC DO_UME HTS P OR USE IN P- I- '; 7�� wD I`J .O.NIUNCTTON WATM THIS DOCUMENT ). DESIGN PRESSURES NOTED HEREIN ARE RAGED ON MAXIMUM TESTED = r0 A r ,,IRISALLE ASttIr1DEEp67 Be )!'O DR GREATER gA@tppp! 5 U1I`Cy5110reD xrHeRAY 5E, FASTENERS 5NALL 6f f-dDMIUM PLATED 01 OTHIRWYSE (n T 3 i ^R }�j' N ji .ORROSION-RESISTANT MATERIAL AND SHALL COMPLY VII7I1II SPEpf{CAl.' , •-' ¢ }I A2R ALUMINUM STRUCTURES" SECTION 23 RY THE ALUMMQ ASSOCIATN]N, NC,. A ANY APPLICABLE FEDERAL, STATE, AND/Cie LOCAL CODES. t_.) A. 1 K 2 !L b ALL STORM PANELS: ALL 1P 4GA SYN 0.024" 1 STORM PAWL 5 SMALL C fORM 10 T A631 T1t CIURAL 0. Tr L ON AS N 5 U u u Q GA VA I IT I "4a.Y LIRE, OI30 L I C04TDIG WITH A H7MIMV 4 Fy NS1 W tXT B ALL ALUMIVM t%TRU570 NS SMALL aE606a•74 ALOMIN UM ALLOY, alOTEO Qom WISE INLess ¢ AS F][LO A.O ITT 6 SDICTA pEPANE SHOWN MAY BE LNTERC VERTICALLY DICTATE PANELS MAY BE MOUNTED VEa'fICALLY OR J 40ROITIONS 10RRONTAir AS APPLICABLE 2 CONCgETCANCHORS NERLI EMEANCHOTD J ONLY. LL(O C LDN-CAACKED CONCRETE ONLY. INSTALL ALL SONCRET! ANCHORS PER 'IANUFK, CONTSRKOMMEHOA7ION9. 7. THE CONTRAC70R IS RESPOIISIILE TO INSVLATE OR ApRYUT ALL 46MWA Ei 5 tr, i � :x � t 4 FROM 0166IMILAR MATERIALS TO PREVENT eLECTk01:VeaL 4. EPXiINeIR SlAL AfFi%@D HERE T04 LIDATE$SIN RALOGIGN A6 A U U Li T N Y L ?MOWN ONLY. USEor 7N15 SP rnCA 10 1 CONTRACTOR el 4 5 K 'NOef I40. r �..��� 5 6 I( �,. IF 6 FEE HARMLESS 7M18 GINtl0. FOR COS a!S 4N t asA RM tN BALL COST DA '.NCUJDING LEGAL FF ES a APPELLATE FEES RESULTING FROM ES IE 1AL •AARICATIORI SYSTEM ERECnON, d CONSTRURION BEYOND THAT 0 �Y� N ,2 // !VHKn IS CALLW FOR BY LOCAL, STATE, A FEDERAL CODES B FROM CO[f ft b F )EVTATFONS OF THIS "fI E a ®If 11R4 EG 3. EXCEPT AS EXORMSLY PROVIDED HPAETN, NO ADDITIONAL :SRTIRCATMAS OR AFFIRMATIONS ARE INTENDED. r$gEyP {. tb. 11 A, ALTERATIONS AODITTOW, OROIMIRMARK{NGStoTOM OCMIUMENT 9999 y use,far PEAMITTEb AND INVALIDATE THISCERT7FICATtON. 7.. PANELS'5HALL SE PERMANENnY LAWLED_WTTy A MINIMUMOf (1) LABEL kT� Y � ,,, � _ C jLy ZO-31543 1 VISIT ECALC.10181543 $; a 1NY HL'VII 2 „ 0 9 D1fn11E8Yta1.ENr RM. pit ti ■ I1 MINIMUM ALLOWABLE SPAN SCHEDULE (5 � -- TOP MOUNTMOUNT I S � I 11 L C t, � x} Ill � ' L.. fl �j� P N4 a 4 r , °] 7b' r1o1A • ' dui 0' a 23" 24' 2S a ar' 0' - r 7 ?3 28" r 2 a V^ 2a tin O' a a' tr 29' 27' 2r a' Zr a7 all' OSA surd 23" 27 25" 1 1 1 5a 23" 9U" 1 "put'" Nor 5, " 21I" 5a 5w ae' 4E' 24' 4S 94 53" I E4A 31" 50' Sr 3a 31 m -- sWa 7r T 2Y 11• T9' 30 t1" M a E: ii 31" O Craig M oum 2 4• 2r' 1 A" 50` ]ff' 4a' 4" IR" 30" 63" 'U' NARtiM 7 a a' 27• 2 r 2 2 r 2 r tr r 2 7tr' Tr 2 !' 24" 4" 3a 4Y 50 21F 4 6 ? r 4r; SO" Sale8iR 3' 23' 11' 91 1 L 7Kk M 21" 26` '3S E as f" 1 SP ft O MIRE ME MM.- W SAWS - psi ANY _ NAnDN ee MUU Na AJ14 VVIAN! M NT{ l!1 COns"Lb P11[W OP, ElWrp4 I4ML rYN(fN4 U.'Sd ^,Psi I,K,SE N0'RD Ix T,d Y Ad xE sWt M1r � ACttaTA Z NO FnAH aArwu ,Enr:n. IT AMtarEF MAN root NLrtI-i YYJN OItiROM GW-liE AlawFG wrnv, M 1tl11MtIM3 COM61NAnOM HOVE. T', mot 1 5"R. APE RON"[S POUT 6aM W11pW M AN T R TIE ALL r a.fP Mir 2 A'A .- . KAE1 l .r I LLSYD WRn e1YI10PVr S1PelII'r,1 F Sil,.-PEAG 1A 1 0 p, WINnl"(.tRIrU7NY,RE-I • Ta4NA AaM.lE5 t0 a01N12p,tWRN O11 WRnW15'rrnr.bOF,�I Alin )4y. P4N[F6,48atw WrM PANEL .,. PAST ' 2.S 6. ,tl. E WAII 41 OA 15 C 3. - S wed PNAt iw 1), M UM U 11C N r n11M R[S F!w °ANSI SPME. 1 MN6 t rIW Q,F 1 M Co (M en L'Ja"Yll Z ¢ ,D O ORMIMG RF. 1ML xt" Wllw AIr9' I.nu.mlw 02NOIttUN ANDIW" tN T"N:W RMA'ATNH1 INTO w r, � � L OPTIONAL INTERIOR FASTENING BETA-il, N.LS AGr N,/)� �,,nZA In 3 I v w IAFI PANEL 1115TAVl1+ Lu t f FgW1J ,su.. S D ACLMT WAD PANit u E tDP i Alx• .I_MO_ J 'M 4UTbWMra6w4N, ."KE'act ¢ B a � e I 4Rlpdp4WJ„WMP1114 '• 'E : �WI: tPPC Yr M Woiimtc 41 r, Houk, f.dlNEn`r560n0 C.JWT e,1`4110N 10 KIMI'fN` t- 4Lt Q�S1t A E 4 PANPLn 4iG '� I 1 py� m M! t F OM Ai ,COKN 1YPf Wi coot t E - x. 1 i . F 4- aMORO E.1i M g IA x'e 0i ( rk awK, �1 t DNr GOm. T"at as n ' - ((l!WWSSUURF o1MA rSA* r-Pmuvr nuweNxur..or.: w,llx "WVM�f.N+i+A..l, 70-3154.3 TABiAWa1'.•, atnl' unit.. P6PW 0Ii)Ar"q NRa.401ATPN' ,F TGAETi wNV rope P1:SR7. 3toN. M OPTIONAL EGRESS PANEL DETAIL I_ INTERIOR FASTENING � f']' Jt 2501, -0 U^+A" t' Ilff D,094" .r,-•,Ii� ] I -rho Ono"v 11--�,-., g1 Yn .Wi" O,WI"ry OTP2" lsi,r 2 ml ,' 2 250" O.050 kg� i0,750"p 107, '�.129"-•'�II;Tt. P,09i" r-- � a7 12011 � Try' .D91' . mr . 1(n I € ?' e.t2s^8R18GAng2 ifffi T7`P• TYP ` xN wuV x s JrA' u.1:. f 0 625 Y.1 1$2I � 73 ri=- o ry pR Mm wE:�I'u 1.930" ip.J O.OE2' r�U 'r 37S"- .062'�'---rj-] .i f=i� r0:125^ I-U.L 1.00R" F � E---LAS x §.121-1,180" 2,OW° 'H' HE rR ITs_*V {1Ayta 1'l-'-, OD52" 250•J YS20' @N%-AVT L` t-M -4 z000" 2.DU0" �- ��I� ll kl CLOSURE cY- TYP TM ANOLF 1Pl_�-_ Iov1_I030" a -I2 `� RN r.9,50" MAX.. " 0_.313' ' I� C V u, O S70 r]3W11 .31 I0,365, �pq D.376" g2 I� 6.655" (t^ �0,855•. eggg O.Iuv 0.1,1 !0e 0� 1 -'{1- '�, 03Y1i" r tIOVERAGE rj. D.35D"-Y 0.250"I O.tlSD"if 1.00_aN ,;"g fLING? ,I\LI CA PAYfI l'•[- � 1 � g u � r- OUW0 T_ D.Wcr �-i-_f 1� raAEcnoN- T� NAy Ec W",� O,OBS" 07 0" tlV (Iri �3D5"'�T'P. II` ttW[.1�" 2 0 •�'vr'xwu R0135' (i)11RLD-OIITYIRACIT „W IpAOK Ty ,.1•F µSlfE'TR, (D fgt 1AN T VY 0,95•/" 4-4 1 D,331{g5'1 0 77B'�j 0.655` 1 MN. i Q r„ $1MAX r LED MarcON T r(q1 rX,433TiA a 14 I .l turpl v, D.12q' -�� NAF YF 3.O0tl" ABJ6R9E0 LU a'L san O Id i I1YIMUA,I•all EAhENDEQj 1(y � r /1 CORfiiR CLOTUR! PIE ATI L �/` •15" NAM. w�.N. ALt d".rnT(P Itou,'aJ12 Fl ,., 191>•1RI, bT:TMi;C 1,� r0'�i".W10wY "1"� (il ,R, , n- � 1E;, J �(-1.QDD" 'YVERLAP R. i N, 0.1"S' Y ^NI.:.:runen MAX. I.LUv.11AX : v..p(.Y TAA4NC Y '0 -' {, ', n N- 11'1111'11Yi•7., .25"MAR, V L � W �o� (, `4:ad C *n...l-v i._ B 1 LO- IT7„ u.r"'...rr A Nr 0T ANCP T M r , IF - r:,n I.::NIJE"1.000"JI,-I n: rnV a:ILtn n-'_c<w a 'IS:SIORN.[..I +u e•rYa. Iv:uw:lxul.11 , J eM0E0i+Ml'0•„[.Lt,J W,21Y AeU A'sY- W.b i :1 HMYA I,P`-,SeMPAA3 R'I JI' �t',, > I LL 1'I� :--P2: s . M-e Yw, 3,020`-, f,J� MAx J 2S"MAN AI' H' ]"�wlll lr-nlll RPNNI ,ILL411Nt IMInI e 1.500" N E Ii11[P�� 9 ,. �..-_.... " -, nt Tr e ii� S.SW" s.,1 N 1.YI, + MiN EFIR 4 1t 11 �CyP f, >U . ' '4` MIN ..^a ut a. Irma' Wi ,F"r_ A 11.A,i 111 .x" ,r �R;u^N._a !Lit k1, Y F E)WRxFR a) u EMBED 1ti.cwv..- RAP MDUIIT CL06lannerAU, Ar JI f" h - ✓'r.,ir 2.iY91 $ yp'c FA69Y Bay P mFnuNrtrwnicxwuccr_ 20-31543 P.HE_R+aR�: L ANCHOR SPACING SCHEDULE: 24 GAUGE MNEL.. PANEL PA5TENE ITS B 12 541 i, C I. 'L _ - TMR smxt ANCHOR PReswae TYPE P RP AN u I 4'-a' sr P M U PF A I P TO IO .IU J TYP CON" S t1 <2 03 fa CON" TYP !Commifs c a f C3 C3 C DON TYPE r G cz 2 c f 1.2 N' 2I10 1 D1 OCD ,I OEWAIT UITFAC0r1 41 IPA. V.s - n _s..1 its 1 5 160' 41' 95 125 Ifi0' 0.2 6.8 124 6 9, 1 U 1 L1 .. 12 I D'71. a g B 0 1 5' d Jag 82 54' 125 150 7" 8 SS" 12 5' 32S 1B a' 1D.3 Is.a' 9.r _T 6B a3` 12-f I1.3• 15.0' Sat)- Ed ILL" s.4" 3.4" 13 s 125 Ise aT 160 BP 5. ' 54" 32 S lb.a' 87' 3.4' 1L5 16.0 ILL' 5.4' 121 16.e ILI" 5. -' ICbi V" .111 1 I F l,L' 23 '..".T bLTRAGOH 41 L 4e 32 d--��r 72 ll 5' 16.0" 36.a' 16.0" 1 5' 76.p' 35.0' L]0" 125 fig" 19 ,' 10r" 5 60' 1 76a 13.4' 1 0" 1 t .5 6 1 n 9 b' 1`..5' 2.6 10 V' 1 9' Ill a1. A. 1x.0" 12I IZS la D' Assn" 1J.9' At is 9.s 9.5' 321 12,5 tA0 ll 9 IR.O At.O 8.1' 9.S" 1 S' Ila13, t60' 1L 9' As, 1Z 5 16 0" 1I.iA 5.5 12.9 E6 0 11.9 9215 s1 O I A'4 33 All P�Inrs.so Lio SET I.M.v _,n,,l f1 46 !E 1'rftr7is 7 iL 1 , 11 d' 16.E ] IT 6 1 5 2 16.0' 15. r l] 4 1- 1 5 I6.0 14 D' f 11" 1 12.5 16a'1a0"la e' 125 160'SL6 10A 12.3 180'1 ,3 107" 125 11 S l6.a' 156" ' a.4" lava 1 133 1S 3' 12 5 12 7 Its O" i a 9" 1-5 SL r L0.6 t D 6' II 5' i .d I6. U" ]2.5 8 0" 1 1 2 3 1U.6" Sa 6" 1.5" 160 r_ 70.6 125 m1c, 1L5 LR 6" 12.5' 160" 12.5 1 .L IJ+'" -'7J rMxr 33 I.WAI FAIT -�`41 " N Y 52 72 12.5' 12.9'10 is if. a'1da'18 SR.d• a'12.5' 12.5 AS.O" I, 0"1!.' AS , 1 ,,,.1" 11 , 17 5 IL!' 160' 1 D' 1a0I5.611.3" 1J S' 1 25 Ea']e,'A' f a] 3 1 2S']e'12.s D 11 2•' ]" i s 1."15.1',I2" P A,.5 " 6 • 16 0 1 0 I3, a' 1 12 5 6 U" 3' 2' 14. ll - i D 1 1 V Ii " 1SS' -1 e, 12 5 16 0' 15.Y 11 2' 1 ,S 2.5" EDGE DISTANCE, w1sr. v4 "a D 19 nn ,Nn111. a1 4e sz 72 I/A"I, 1/A',H11111 13 _A_ , us, 41 48 N- d`-� 72 6.25- 4.23" 6 25" e.25' 175" 12 5' IU 3• 6,25• 7 1 R.1 U" 5`311 16a' 6.5" 67" 62S IL.]" 17 7' 0.23 9L 5" 6.25" 6I6 e:25' 6.4" M6" 621" d.25" as 117" a.1S 93" 1138" 6.25 93' "3' Il &IV 6.21 ek" 9 " 4 ' 1Y"YIN-ItN•rMxrl, l3 r RW AS. TAHC11 41 46 _ �, 5 125' 11.' 16.0, T.3' 7.3' 12.5 SEA' S.3' 154" 6.0" 5"' 625' fa,E" , S:0" 4�O" C.27' a2S' 12,0" 10.7" " 4.0" 12.5' 111•' 5.1 • Sri" QIS' x0 7•" I,L • 4.0" 6,is" ID 7• 41" AO" .` A 8' 1L 4 • 6 &2 1 1 li A" 2. • a S 10 7 4 d' 4. I'. 625 A aT .1 40 625 47• 4 a a• 172 a O a I,V""/ N' Hm"? 3 F 7 4A1 POINTS SOLID SIT 4T 40 * PYf 52 ��T'"�i !2 12.5 ' ID ' 14I S" 1 ' 36. D" 91 O' 11 2 S 7 s" I` 4 5' I 0" 7' 7 0' 6 f 12.5 16,0" ll. Al"12.5 f 7 .3 12 S 7 12.5' 1b a' 9.7' 78 12.5' 160' 7.7 6.2"".,,�7.7' 12S' 6. „ 2 125 12.E 1d.a' 0.9' 7.2 `125' 1b0 77 SR.a' ] 7• a 2" ILS' 3fi 0 T 7 6.2' 6, 7 ILS' 13 4' 15.0 7.7' 62" 3A 0 ] 1 �.2" U.r T 111 V THIRP 13 ,FWMI 1-1-11 1 4 N 51 72 71,5• 1a,0" e.1' !.9" aZ7' 11,5 ,.4 4.1 b.23' 10,3' 4 0" 3J" 1d,5 49' 5 9.3' I.b 13.1'• 5.2 62 ].3" a2S "2' b" 7.3" 3 6.25' 4' 11.5' 0.1-' al` a2S R.2" 3. A3" G.2S 9. ' 2 #S" 3.3" 625" 6.30" I➢6•' 41' 2,5' 6 4,2" 25 9.2` E?" 7.7" .25' Sr- 6:ZST p2" Is., 4,2" 3a" 1.I" NIA- WAE1e . t'A"M �, " R- moo, -oft ANCHOR PRESSURE Trr (PUT a ,nth m "I,`,'. P 1 N, 'V 41 b+ U I'll W- GONX TYPE 7 Q I c4 ON a 137E n f I Cl u mall-TEi C1 C 4 z n c ,!+•' . nlr COMM 23 - 4n 52 T 2 725' ]O- a 1 f09"It-s 16'A ten ]s" ]2 S 16U16U 7" Its" id.1, 6,0 A D' 11 S to . I 0 at- I: 51 16. 0' I. e 6 o" At 51 2. t o 16. Ill O' itl.a 1 4 T O.p"31.4 O.0' 1L5 IS 0 1 6U• 14,7 b.p 141" 0,0' ILS 1 .1' Y 140] 7 U0 lT 1a U 1 A.n' O .11, rCMOCD 13 4 D WOOO$VuW 41 46 52 7 2 12 S'. A' 6 6 o tool^ lz5 1'0' 1]Y 70' ]3.5- GO ]0. - 6. ' 1 e a 125 16.01 143 Ii 3I8 1 d• jr)",5,6111 12,5 16U L2 S 115' 1 [ T 1a.0' 1L0 18O' 1L1' 9. k5 0 6 7.0" 12 5 I.A, 13.5 12 4' 16 0' 1.6,D" 16 U 9,b 5.6" E6 1E' 4, 6' 4 6" ]2.S 12 b" 11 S 1R 18.0 eE" 56" b, 0. 9:6- A6" Ur, 1-1V4..Nrb 73 T '.FAG' 41 AP MP c �y 4E T sn�Il� 92 7Z 12,5' l2. 3'0. Sa0" 150• IR3' IN, 1 S d 160 L40'. 11.5' 9.2 12.5 12.5• 36.0 10.2' 6.0" 9.2"M IN 12 S' Q L2. S" 1d 1.4 III 0' 10.5" 14.a 9,1" 12 12.5 17 S 160 1,i 0' 16.0" 94 I" .1 A. l" f2.5 12.7 I2, S" 9.1" , i 3 '0"EMBED P V J3 AI 4 H NMI, 41 M ill N v n 5 ... 48 W 611 N 62 7Y ',5 LA 15 .a 8. ' 7:3" S' 12 SS.S " 6,0' 5. " 1 .S' - 13,0" 5.1" LZ.5' AVA' I a•' S.9' 12 5" 12.5 4.4" 41' 5.25•' 12.4" 4.E 4.1" (2.5 15.4' Sn" 5 6,25' 12 3" . 7 • "O., It.Z5` ]3.3 4,7" 1A- L". . z 5.5 " E2 Al S 12P 625' 32.3" i i , O" 6 2S 12 l e i' 4. a' 1 a23" 12.3' 4.7" 4 0^ ANCHOR NOTES: L ANCHOR SCHEOU.EAPPLIeS f0 ALL PRODUCTSDERnCERTIFIED HEREIN, BUT ONLY MAOVI0 F$ MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS ANU PRESGVRES INDICATED IN SPAN SCHEDULE SHALL APPLY 2 ENTER ANCHOR SCHEDULE EASED ON PANEL FASTENER SPACING., THE EXISTING STRUCTURE MATEAAL a ANCHOR SELECT DESIGNLOAD GREATER THAN ON ALTO NEGATIVE DESIGN GN 6PTIER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING LronontaN (BEE MOUNTING DETAILS ON SHEET 2FOR FASTENERS" OF CONNECT ION OMIU ). "PANEL fABTENEf15" ARE STUDS USED IN COW UNCTION WmH ALL MOUNTING E7(TRU510N14 f •.F" -TRACK,s T DLIED ANGLE, ETC I 2E"O.0 PANEL FASTENERSPAONG TABLE VALUES FOR ,ILL "H`-MDPS'HIADERS(INCLUDE AUILOOUT CONDITIONS) i ANCHORS HALL Of INSTALLED IN ROCORDANC! WITH M3W fig 0.FA 'RECOMMENOATTONS 5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM I ASTM GOO BLOCR IPA M OMEN IS NOTED IN ANCHOR • E ULE, 6. MINIMUM M U EMBE T SMALL BeEE STUCCO, 0 ] MINIMUM EMBEDMENT AND EDGE DISTANCE EKCW OE9 57UCCA, FOAM, [NtltOt, AND OTHER WALL FINISHES WALL FINISHES SHALL BE UMITEO TO 1./4" MAX OR SHALL OF VERIFIED BY OTHERS TO T Y TPANSFER 70 M T RIICFURE. ADE A eL IA0.DS OS ST a. QDCONCRETE ANCHHORS NOTED HEREIN SHALL BE EMBEDDED i0 UN -CRACKED CONCRETE ONLY. 9, WHERE EXISTNG STRUCTURE IS W000 FRAMING, F)(15Tl NG CONDITIOF& MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 5 ACCEPTABLE ONLY FOR SIDE CLOSQRE PIKe$, PL CCEPT ALE 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER -SMALL BE LOCATED IN CENTER OF NOMINAL 1" K 4' (MIN.) WOOD STUD f'/" EDGE D167ANCE'IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PI tk" G-055 0R GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 1, REMOVABLE ANCHOR', ARE DEWALT PANELMATE, ALL.POMT I SOLID -SET *BRASS BUSHING L2. MACHrNE�Sti.REV15 SHALL HAVEI 'MINIMUM ENGAGEMENT OF THE E R O Bab ANCHOR AND MAY HAVE ell HEP A PAN HEAD, TRUSS HEAD OR WAFER' HEAD [MDEWALK AIX-Tj U wo 1..1 MIN]MVM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 11. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. LS T DIRECT MOUNTINGCONDIT10NL5 Le. LINEAR INTERPOLATION 95 NOT PEWMITTEC, OCR Us'e WITH THE ANCHOR SCHEDULeS USTEO ON THIS SHEET LJC"' 1 IL OI U (1) (1) 0- 0 _0 AL C_ �) Co � = I.- 0- � � � CO O M 70 - U) D, O O Q O ^^ W � o Co u_ O ._ as � Q 0- _ � M _ 5 O .E- / .-, VJ Q 0! Z Z W J K-) -, ", as ` C 7 O Q = ' �� W LO i LJJ a'"2' G :N-: 92, CxWC C1= Lam. r. J U c Ea r„a 1 1 N � m ;O< - C LA -a - tom•. in 6/ G ,. Q r CV " 3 a'. On, y o . - w W.45 ,�_ = 3� -' " , IIy OI -i 4T , m c c I.= .!O 1, Us C. = C_ 2 Q 1.. 0 Cn-,.-, W (D , 'figgligi-EEN I ... a =) M O L U) 0_ LL (1) 0 U C- Z3 -0 (10 O SO- 0- 0 W L. M L. M W 2 Q Z Q J a_ SHEET NO. SH 1.5.