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36375-36395 Garden Wall Way
v cn 0 co I cV 9 LO co LO cp O I 0 co LO co 0 I i v v- cn 0 M_ N I N 0 J LO CO LO 0 I 0 cp co O I N i 0 v�i i 0 Q N N O Q. E 1.21 0 E 0 L v c C J i v t% 0 U c 0 vl U .v 0 i CL 0 0 v J t� N O N N v a Cl- N O CV N 1-7 0 m v ABBREVIATIONS AB orA,B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref, Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr, Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff, Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia, Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht, Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 12-28-17 06-27-17 12-19-20 02-16-21 06-15-21 08-09-21 r♦ i Ili►.; 1.00 NEW BUILDING CONFIGURATION 2.00 2017 FBC CODE UPDATE 2.01 UPDATED PER FDS REVIEW 3.0 FBC 2020 CODE UPDATE 4.0 ENG. REVISIONS PER TRUSS ENG. 4.1 STAIR SECTION REVISED — C.M. 5.0 NEW ELEV. X (ENHANCED) 6.0 REVISED SOFFIT DETAILS — C.M. noun, 0 Omni OMNI Ron OEM ins EM gi UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 6 - UNIT TOWNHOMES (ACCCCA) 6-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-C 1624 FLOOR PLAN 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 FRONT AND REAR ELEVATION 7.2 RIGHT AND LEFT ELEVATION 7.3 FRONT AND REAR ELEVATION X (ENHANCED) 7.4 RIGHT AND LEFT ELEVATION X (ENHANCED) 8.1 ROOF PLAN 8.2 ROOF PLAN ELEVATION X (ENHANCED) 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN 10.2 ROOF FRAMING PLAN X 11.1 UNIT -A 1532 ELECTRICAL PLAN 11.2 UNIT-C 1624 ELECTRICAL PLAN 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31VI MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1,0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1,2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1,3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Eveiy 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 Yearlymaintenance and inspections b e pe h are necessary for the future life of this h t e to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is awrrgtyt>p(� house and have your home repainted every 3 f§ }o`{{ 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, ell N ,cam � o rr a Co C..);r-4 - _ L+ Ca E ty;��tcF5i6laf:lAf �r� �90. ;,. �. tip.. • • • 4 C q c� `;ate -r '- �7 ••Ra To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a o E 3 I' 0 s ti N W N � C? N :3 � tn li a C) M � - LL UJ J u, i� a Lou Z13i t m rn 0 _o o =O f 9 N 0' 1"0'0� c/� `4 pj W Z ILW 6 m LO MZ a or OU zN 0 W 00 M c�- IEMI Z N o o Zo C= V) N M 0 o v (1 LL t6 Cn W �V0 V) �V) ) U W J r- - E I x� _ = U U o .4 to co �w co M z¢ O Z LL E zo o0 zo 6N O. O Fz Z® oa a� 00 o Z Z^ 0 E O (� L o az S az ww W . � - = U ym W mo O� Z Z J � go N � K� p� LL LL 0� gij a N W sk v w o� c O 0 Ln > .D-17 ui rn ca N 0 Nco Cy') Co N �� � ram- Cr 00 Y V) _0 M r Co C14 i-+ 04 F-- O Lr) +_• C 04 0 r CN L.o N r E E �/'� W CD o Z Z E r— c a. U _or ¢ p JOB NO: 22-06565-06560 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 & 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 0 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 0 UPPER 1/3 OF SLAB SLAB THICKNESS OR FiBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 1 10=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE ' FOR EA. HORIZ. REBAR, TYP. U.N.O. . e•os vry gas: °° `v' TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL - 6x6 W 1.4xW 1.4 W.W.F. 55— da dd4.dOa d' AAaa e d REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATC yI SECTION A -A a 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" i4=4" 181-0 SYMMETRICAL 1',4" 13'-4" 3'-8" 3'-8" 134" "-O" "-0" 13'-4" 3'-8" VERIFY VERIFY T-0" x 34" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF /C AC PAD T-0" x T-0" x 14" PAD PAD L LPAD w/ (4) #5 E.W. L S3 HOSE 2* —M-- S3 2'-0" x 2'-0" x V-0" HOSE HOSE 2'-0" x 2'-0" x V-0" S3 2'-0" x 2'-0" x V.0" BIB wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. BIB BIB CONDENSATE � � CONDENSATE CONDENSATE LINE I LINE I LINE 1 A I -4" ELEV. FIN. 1 ( w _ -4" ELEV. FIN. 1 w 4" ELEV. FIN. 1 A I $ CONC. SLAB 2 I I o CONC. SLAB 2 1 ( o CONC. SLAB 2 I I 1'4' 6-8" 3'-10" 3'-10" 2`-8" 2'-8" 3"-10" 3'-10" to U-8" "-0" '- " 6-8" 1& 3'-10" L& 3'-10" L. 2'-8" 1 10 4' 4" -4" -- — PROVIDE t YY ECESS FOR — — _ I r _j — — _ — ROVIDE 1 y"RECESS FOR _ _ _PROVIDE 1 " RECESS FOR— — — j_ _j _ — i q SLIDING GLASS DOOR. REFE TO — t t— I — — I I LING GLASS 1OOR. RREFTYTO I F SLIDING GLASS DO R. REFER TO 1 `t I MASON'S SCOPE FOR WIDTH L I ASON`S SCOPE FOR WIDTH I ( MASON'S SCOPE FO WIDTH1 60 I J I 1 00 ® I M PROVIDE LINE FOR D1 cm I I Dl IDE OV IC MAKER OVIDE NE FOR M 1 I C° M CEOMAKERVIDE INE FOR Dco I S3 ICE MAKER I I I I S3 I I I S3 1 I INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. R �I I I II J( I I I L 4-111 TO BEAM W/ 1#5 REBAR VERT. I r y 3Y2" MIN, 3000 PSI CONC. SLAB FOR N I ABOVE SLAB. TYPICAL @ALL r II ( I '� I I T I I �� (I HERNANDO COUNTY ONLY, 3Y"MIN. I I 1 I I 1 I I PLACES SHOWN HOOKED FTG, 1 ��_ ` J L 2500 PSI CONC. SLAB OVER 6 MIL. DOWELS 17" EMBEDMENT W125" VISQUEEN VAPOR BARRIER I I J I EXT. ABOVE SLAB. GRADE 40 ® i I 1 I 1 I I STEEL DBL. SINK w/ 00 I I DBL. SINKw/ I I °0 DBL. SINKw/ O0 _ _ CO _D`O C.J. � - - - ,,DISPOSA _ -DISPOSAL C.J. I C.J. � DISPOSAL � C° D1 IIII r)II ��III �Io II�� IIII I I I I III ��II ��III I I I I III�J JII I I I IILJLJIII t I I I TYP.@ LLJLJLJ=___JL=— —J L=.==�.JJL___J ___LL=—=�J 1 2 STORY U.N.O. I = _ — = I _ — — =- I I -� =- = — - c 0. 12'-5' 5-11" 5'-11" 12'-1" 2'- 1 L 5'-11" I IN I I PWO I I PWO I I I I PW0 I D1 D1 I 1 _ D1 I r";'o M IC.5to i I I I I I CD I 14'-6'1 3'-1 I 1 13-10" 14'-2" I I I 14'- I' 3"-10" I I I 1 I I i F— I— I o o I I 0'-0" ELE I I 0'-0" ELEV. 0'-0" ELEV.CON(,. ® I FIN CONC. SLAB I I I I I I T FIN CON SLAB I I FIN CON .SLAB ( I I 1 4 C.J. _ _ I I _ �_ _ I I _ _ I C.J. — ——I---F- —I — — a C•. _ GG I I I I I I GG I I GG I I S3 ® I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I ( I @ FOUNDATION I I I f ! I I I 0 0. 1 4' I I 2' 0" lit Z O" I I 16-0 6'-0" 2' 0" 1 coI 1 `O I— ® I I I I_ jI IL—J I I L i00 i I_ zo I I I lo N 1ELEV. APPROX. ^ I I I I I I I i 11-1/2" BELOW F.F. I I I ELEV. CAN BE NO IMORE THAN 1112° I — I Ii\ i 1 ��� I 1 I I — — J , 1�11-jlj ■ 1BELOW TOP OF — — EGRESS DOOR THRESHOLD. FIELD I I l l y I I I - 1VERIFY K N I\ `° .HI / \ I /I N K ( I I Zo 10 PROVIDE 1/2"RECESS FOR S3 L� _ _ �� S3 PROVIDE 112" RECESS FOR PROVIDE 1/2" RECESS F fR 10 S3 �� LONt DOOR. REFER TO I 1 v FRONT DOOR. REFER TO L FRONT DOOR. REFER Tv r MASON'S SCOPE FOR WIDTH 2'-104' 2'-104" MASON'S S'COPETOR WIDTH MASON'S SCOPE FOR WIOtj ■ ® ® ® FM24 ( FM24 ® ® ® FM24 Of 1 I I 1 •4" / •4" / I -0�' 4'_0" -0" 0" 1 10'-6" 10'-6" 0" '-0" 4'-0" 1-8 1'-8 r 4'_0'r , 0,1 0" I 0 -6„ = 1 0o I 11 *1 o0 0 _ o 1 0 j ,�� 4" ELEV. FIN. Fo I -4" ELEV. FIN. I 1 "' -4" ELEV. FIN. I I F I I CONC. SLAB I ( PW01 CONC. SLAB I ® I ELEV. APPROX. ® I CONC. SLAB PVVO I ---- — — — - D1 1 1 1 1-1/2" BELOW F.F. I D1 ■ C.J. _ - i C.J. I 2 ELEV. CAN BE NO I U C.J. ■ I _ _ _ (_ _ _ _ I _ ELEV. ROX. I 1 MORE THAN 1 1/2 — —T — -I LO 1-1/2" BELOW F.F11_ BELOW TOP OF I 1 `v o ELEV. CAN BE Nam I I EGRESS DOOR 1 0D N i 3'-0" x 3'-0" x 1'-0° 1 4 5 8 ( I I �, I MORE THAN 1.1/21"�' 1 THRESHOLD. w/ (4) #5 E.W. N L o 1 o I ( I I ® BELOW TOP OF FIELD VERIFY S3 S3 'o I "' EGRESS DOOR 55 I I I 55 I THRESHOLD. I I 1 55 ■ 1 D1 I I ( I D1 FIELD VERIFY60 I I I D1 I 1 o I I I 1 I I I LO LO I I I I o A M I I 1 I I I I I M S3 I S3 I I I YS3 I ■ - ■ I J I - "SEESSFOR 1 I - L— L RECESS OPT." T L — — — — I ■ 1 - ■ fZN 04 L I L17 ® ■ S3 S3 ■ N HOSE HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALSLIZ (2) #5 VERTICALST71. BIB W/IN FILLED CELL W/IN FILLED CELL BIB BIB WIN FILLED CELL 1'-8" 1'01 -8" 8'-0" V-8" 11'4" 1 V-4" 6-8" 6 4' 1'-81, 8'-O" nn1 All 4h1 A11 iil A11 FOUNDATION PLAN SCALE: Y4"=1'-0" t2 AR 6 a o C.,j m -� �Li-n , - y o w_ CO as N ,o w. 4Y 4i 6���Y�S���idiFlY��E'.��� 0 SE ti C,s°Es x t�"fBf� EFfc�atQi� 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. g 8 e I T W i) N M� L LL Q C J LL a. ti LL a �LLI Z iW 3 mn m 0 WU�pjO' m Z M Z Q J LL Z N O U v co W a❑ M Q z N O o z c N M N z d} c9 o c O W o NLn w LU J 1-- _ i oo �® c oo N 4 m co c W M co ¢ g Z g LL E o Z" Q E o U ¢ � CO ((3 ~CL&� g� o O �¢ o 04yo z a Ww d L ❑ m3 o g° ? a w r W V �O N<L r� =3 �coWill Z <� r' co w a O Qt' zI 2O 0 ;n > CO a� N r cN co M N T C)7 Ob 60 U) m N N �-- O Ln 04 LQ c -0 04 O O� N r E m -E f 00 6 z z � N E T in ca c c � E ai JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO. 2 O ri I 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" 3/4" PLYWOOD \ \ DECKING --I \\ F. FL. F. FL. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 4 q r- CONT. HAND RAIL 1 TYP. STAIR SECTION_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS M (2) 2X8 w/ 1/2" FLITCH HEADER WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X388 18JX378 S.H. 14 20X508 184X50 S.H. 15 20X63 188X621 S.H. 16 20 X 72 18 7'X 71 g S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X388 26x371 S.H. 1 H4 27 4 X 50.8 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36JX251/2 S.H. 23 378X388 368X373/4 S.H. 24 37JX508 36JX50 S.H. 25 37JX63 36JX621/2 S.H. 26 37JX72 3617X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 8 52 4 X 37 8 S.H. 34 54 X 50 8 52 4 X 50 S.H. 35 54X63 52JX628 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SLOPE CEILING TO MATCH STAIR RISE F. FL. F. FL 2x4 #2 SYP, P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9116 inch or a bevel not exceeding Yg inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing; or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c u 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=1'-0" FILLED CELL LEGEND 0 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- T-4" 12'-0" 3-0" 1'4" 0 V-8" A& 3'-10" 5'-0" T-10" 2'-8" o MOD 25 SH MOD 25 SH (39" j� x 59") ( 39" x 59" ) �■ ® ■ EGRESS EGRESS -- o � OWNER'S CD 55 BEDROOM D1 TYP. U.N.O. - �,� 8'-0" FLAT CLG. I CARPET (V T Q I 00 b N o0 - 17'-8" iD � 01 64" 4'-4" 7-0" I M.C. - - - - - R&S - -�- - - - - = O. B oC TH I 22"x36" I 8' -0" FLA -- CARP CLG. ATTIC T ACCESS - ��� V V J C I N to 4D � / \\ ✓� FLAT CLG Cl) N N I N / 1CARPET I \/ PW01 D1 �_v_--i t = A O I N M 2868 5 e0 I v 7 00 to - to 8 >0"x No N AHU 9 - r 00 I 10 io R/A I 11 rLO 114 4'-4" 3'-4„ I I T-8" LOFT 13 to T $'-0" FLAT CLG. 14 0 LO -- -- I 00 00 CARPET 15 II 16 ao 17 UP 18 - T A.F.F. u - 0 1/2 WALL - _ b� j CAPPED = 5'-4 1'-10N " 9'-6" 000 (V C0 O d' T 10 BAT 2668 CV E) ti66� 8'-0" FLAT CLG CARPET M.C. t�W T WIC F-0" FLAT CLG. CV CARPET 266$ 0) 1 `r' -- I BEDROOM 2 R&S 8'-0" FLAT CLG777 . 177,11 CARPET - M� _ _ G.T. F- - - - - G.T. C o 10 _ © rh MOD 25 SH (39" x 59") EGRESS 3'-8" T' 10" 3'-10" 4'-0" T-4" o 00 lot 7'-0" 1 V-4" to - 18'-4" - - - - - .- 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 +29.7 / -39.7 O +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 GC� SEE SN SHEET SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 1-318" 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 v,3 BOND BEAM HGT. AT 10'-8" •' 1......... "1,10 ......, 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 2ND FLOOR 677 S.F. 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL 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. ice. c d zr C W CD u) a F- _ c m _ 4 P C �,4 go tV - • ,J R.7� N '�' •`•• L •`• 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. 9) W vE 0 a 8 0 0 �, o ac) 0 .5,)� N H rArr Vo tIi (`N') 7' S2 LL Q C J 2 W JLLi- 5 d Z cc G N o 0 fY = 'm N W 65 cj m Z 10 NZ IL N O U V O W 1311 V M !�2 Z N N Z o J - N V) Z n `o N 0 (1)o 4-1 C LU o U _ OU, o Ly N CO rC5 U W J r-- - e Ri z 9 U o N C � ¢ �O CD CAD w M ya p z u- cu E � o wU ° w� Zo z® oa CU XO a� SOU OQ Z) CN wo <o Ww Wn M Y U o O z Z Z CJ� J F� QW 010 a�Z Z 0 WCL > z O CD w ow Z a= 0r U3� c O 0 M ca N N � M M M N `n = N r tT 00 00 0 Cn m T- N I--- O IO O O 00 CM Q T T j E o Z M Z 7 y E I - `o m a. E U 0 ¢ c J JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 3 0 n OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR \\ TOWEL BAR O =3 00 ch 0 0 ih 0 -t i b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" BATHROOM 2 SCALE: 3/8" = V-0" 13 11 2x 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 7 4 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 J X 25 4 S.H. 13 20X38J 18JX37i S.H. 14 20X501 1871X50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20 X 72 18 2' X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 2717 X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 i 52 4 X 37 i S.H. 34 54X50J 52JX50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. CONT. HAND RAIL i1 F. FL. v ,N L 14'-2" 2x4 #2 SYP. P.T. THRUST V BLOCK W/(2)-1/4"x 31/2" ONS@ 1D.c.AND 3"FROM EAEND. HANDRAIL DETAIL TYP. STAIR SECTION 3" FROM SCALE: 3" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" 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 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 clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING 0 9'-4" CLG. A.F.F. b io CONCRETE co -0" 16'-8" 6'-8" S-10" 3'-10" 2'-8" - �r o 6068 SGID Cn I-: _ ®l� w © oo O r2468 ---- -- REF BF 60 ( o0 co I cn 8'-3" T-2" 6' 7„ 0 1I//�\I O \ Y DINING N KITCHEN W , to N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE Z 00 SINKw/ ( OP co D/W DISPOSAL I F - -I L---J i FLRG. LINE -------- 1-�2x8 WALL >04 6-0" 8'-4" X-8" XA o 16" CNTR. AT 42' XM X4r rn A.F.F. 1/2 WALL )04 co CAPPED XA XXII I 1 UP 2 roll II 60 `~ M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET 00 14'-0" _ 7 00 o 9 PW01 r D1 _ GG 10 19 TYP. Y S3 11 12 ,dr, 2x6 WALL 7'-0" 2'-8" 4' All --- F_ LO Co *NO UPLIFT* - - co PW01 FLRG. LINE Q z- (D 0-�nro D1 S4 K (Ix-I""-V_ - - • TYP. I N (_` TILE c� c00o ( rn F FOYER N H1 9'-4" FLAT CLG. 2868 _ TILE 00 eo Q 00 00 `7 Zo 9'4' T.O.M. `t 4 7-4' O 2'-6" T 3068 BUILDER TO . PROVIDE ® APPLIANCE PROTECTION o WHEN REQUIRED PER FBC 2'-0" 4'-8" 1-CAR GARAG E cD 9'-4" FU T CLG. CONC RETE ENTRY00 - 9'-4" CLG. A.F.F. -- N cq Eo CONCRETE Co X. 0 r- - - - - - - - - - - - - - - -t in I o I I I 00 I I I I � I I oo O I TYP. @ I z 0 c _° r I GARAGE I - I K I og S4 N cV r o�..�i nnnnr+r CV nr��n H. 1ST FLOOR PLAN -UNIT-C 1624 SCALE: X"=1'-0" F_ - - - - - - - - - - - -1 2ND FLOOR PLAN -UNIT-C 1624. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 0 +28.3 / -37.0 EO +26.6 / -29.1 OF +26.6 / -33.5 GD SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. 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 1■■■■■■■■■ : • •' iouououuuuoo.� OWN 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 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 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. r o. d W C n.+ Gam..• W 6- sn w sr � co Y C d: d w o N 0 o ` «�. •°•, "• L • ��✓r a` �\ �e k 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. `r EE0 co o Q o O N c00 v C o co N inn^a N04 CD a .: 3 a a� Z mc� tFEM o � ca o s W �2pjO' m w LO Cl)N Z Q J LLW Z N O U 6 U W El 11 M co Z N co a g Z C N z o � ¢ g. �- o- N M zW ca 1:7 U_ o �N 4✓ _ w 0 W 9 N Z04 �V) w t 8 _ W U 0 N ¢ 0 " s0 N I� o c ¢ w M co y o Z Q __J E C 0 ooCL �� a"e Da _ ° UO _0 O� Z O N a� p aQ <omo a Z °��, _ - C No oz >Z Z J Z z to Q � a OM O! z :5 K0 Lh � J CD o Jz m� Fr'0 Fr '0 a � w °za 03 c O 0 .y > C4 T 0 rn 0 N 00 N M M Ln :3N N r r 00 00 U U) m S_ cM-4 N �- O L.0 04 L0 C -0 04 CD Cn 04 Q LC-) Cfl r- E E � o Z Z C E I-e a ci a Cc JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 4 1ST FLOOR BUILDING PLAN SCALE: Y"=V-0" CWD� 5 co w M ce cy ca w m a o-•___ic) d cc " E o Cy Za a:. "•CN n .eS F. 42 �5r � `i u. eo•�WWi�` n��W tl� i� ° F: 0, >LA KI To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N g s, v r 0 m o r- N � 7 �co /�j rn N nO Ni aj (M cr Q - LL U - W Z is S °' a �� 9 0 W o0 M r— 02,)Y, m W U) N Z ¢ J ,ZIP .ILW j N d V V (0) W ❑ ❑ 0 0 Z n N M z a c nVn), 0 —J w � Um 0 w S c N tN v , !— V1 U W 8 Z L z CS o Q � O — ® O C J W M M y¢ 01 Z U- z 3� > z® QuO E Uca ¢� O � X O 00 Oz ZF-- N@ a¢ ¢z ww (d y U O Oz Z ' in N J m w gw ow 5O _� Q Da . a W 3 Nz O w �~ r� [Y z{mod U 3 C O O >CO N m N Cfl W r L M M 1M N Lo N CT o0 00 m N N O Lf) N LID r Cfl T N ai M 0 0 Z Z =1 N E T M c a E v m 0 U Q 0 c JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-0" N c%& V *1 7 W O G a o _ _ <4 Q.,N R1U- r— o —= ca ai a9 r Rc • 3 co v w � E �O bras r .a jA,j �J N ..�:, , L ., 44 jeJme. •f 3.,.� • �" a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W11- ' E 8 IQ V O O N 0 r� 0 (C N ti OD rn N inN0 N Q � co L C u' --i W LL LL n ,n Z J r1 °o ui N �Y0 r41 Z L N z Lr) CO N OU z L5 W ❑ ❑ v CDM� z g z U) (%i N a c ( V) Qr o W 4-- N w � a V 0r^ v ! v' w o N U) U w r— E 8 x U ¢ co M w� w z coZo LL io >N E o� z Z® WW ~ n3 - XOV ¢a oo O L7 O CV a p °az W2 (6 ��� C: O z � N� ¢W N o� Z 5� N 9 -Z nW W WLL J C)a �'o m 6iw o� 'ct' zla c� 3 �o 0 > co _cc cc N� � N M C� r N L0 : N 1 r07 00 00 U U) m 1� M F— O L0 N LID S� o rn T N Ln N r ai E E00 o z m z E r N � 0- U -j Q p � JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 6 9" 0 B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" A WATER TABLE DETAIL SCALE: 1/2"=V-0" 12 4.01— — vr� FIBERGLASS SHINGLES 12 ~ 14.0 `�ilailIili�ii '� wrlllllIlIlalll'' �'wlyI�i 1' 1 JOE11MINI 0 ■■■ ■■■ ONE ONE ■■■ 0 ONE 0 ■■■ 0 ■■■ 0 ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ III 1 1 1 1 i 1 1 1 1 II 1 1 1 1 i1 1 1 1 1 oa o 0 o a o •r — •r MEN MOD25SH MOD •r - r •r •r 25 SH MOD 25 SH•r — •TEXTURED FINISH m IIIII III)I IIIII --- III11 FIBERGLASS SHINGLES T.O.P. HDR — _-- _ — O 00 L1 00 CO MOD 25 SH N ,r 16" BAND F.FL CLG. HGT 11 El n[E] 1111 1:1 = �0 EI000 ❑oo0 00 00 000o a❑oo 00 0� a❑a❑ ooDo �0 o _E] El o 0000 00 �0 ❑oo❑ 000❑ �� �0 r � ❑000 0000 �0 _ _ F.FL UNIT -A 1532 FIBERGLASS SHINGLES T.O.P 12 4.01 UNIT-C 1624 UNIT-C 1624 HDR. 60 d o Z MOD 25 SH MOD 25 SH 02 MOD 25 SH MOD 25 SH MOD 25 SH Tnne E DOOR 3068 DOOR — 8'xT GARAGE DOOR 8'xT GARA E DOOR A UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 ------ ------ ---- 0 0 ��� FRONT ELEVATION SCALE: 3/16" = V-0" 12 14.0 FIBERGLASS SHINGLES T.O.P. ----_ HDR o ao cc MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH —__—_ F.FL T !1 A A r 0 F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH w 0 60 o 50 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 I UNIT-C 1624 UNIT-C 1624 I UNIT-C 1624 UNIT-C 1624 I UNIT -A 1532 REAR ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.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 Trim) 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 o s t e tly app ed 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 instaAed 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�! crr _ 7 W F a m d (lGi o Y 4 � Q "vGS�4'{us, 1; f,T o V lv �%A To the best of the Engineer's knowledge, information and belief, the structural plans andspecifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 'I E 0 co 8 I, v C N 0 W 0)n , � CO I— # N Q LL J u-w � _ w t r o O W g °� m w 2 LL0 OD 0 J U) cv a zN O U V U W 11 U 04 CO N CO o g J1/ Q a WORM W - N M (3) s w U 0 o w N N w co U 6 w t— — E ;° 8 y�✓M1` U Q N 1� M zo Z q it E Z. �° >ry z® Q 0 UCo wg F_ QQ0 X O U � Z E N �0o o 'o - a a z ¢Z L ¢ 0 m c � U Z Z , CO ¢ U 9 O n W O Z as F �o a 2 ^ o V > (� rn CV C9 � GV 00 Co M r N LoCr N r 00 r 50 (1) m N 4-0 L0 1— O LI'i -0 04 O p �( T CO ` T_ N E 1 -E00 � CO j6 o Z cc� z E T— E c :3 m a 0 0 _J a a o c � JOB NO: 22-06565-06560 SCALE : AS NOTED SHEEP` NO. 7.1 i Q - 80 2n LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor Lovering 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 SNi 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 Flashinas 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 W 3 CG � C_ - N 1 Qi 2P -let Y d i _ 0 A ." NW/n4` »�,�✓ rfir, N° To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W -' E Q _ O N o V p cow �r- J Q C J Z LL u- 55 p- J L� W In V W z m_ ° U) o OIli 7 NNE W 05 cj m Z ¢ J 04 co 0 IL N J S Z 0 U O � V M M Z N o 0 S z (D z o a N M l/i Z a LLL Cn f Q w O w g to w too 1 - J E 8 If U o N rn Q N 0 ° �Q o �w M Z U_ ce E � zo QO QN Z U tCU 'd _ 00 O U c8 E N d p <z a L� d rp U m� O 0, Z Z tiQW S ;5 $� aZ W �o will r- J NLL Z _ � a c O 0 E) > T .l. ai m 00 CM N U-5 4 00 ao ) o U) T in N N f- O Ln N Ln .Q O O Cn r CU r' N 6 N M, 00 o Z Z c rri E r m m 0 U Q Q _J JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 7012 A WATER TABLE DETAIL SCALE: 1 /2"=V-0" FIBERGLASS SHINGLES T.O.P.— HDR. — — — — — — o _ 00 0 ❑❑ 16" BAND4 N CLG. HGT. ❑❑o CO 00 -1 M__ ❑❑ I_ F.FL. — T.O.P. — — HDR. — — 0 o co Tn °A e KEYSTONE DETAIL SCALE: 1 /2"=1'-0" 12 4,0F MOD 25 SH ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ UNIT -A 1532 -------------- 0 MEN, In— M, 0 0 Z1 VINYL OR FOAM on Omni ONE M L on on RM RI_ SHUTTE ELM logo MEN I loon MEN oz MOD 25 SH MOD 25 SH MOD 25 SH —MOD 25 SH —N � —TEXTURED FINISH — MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH — — — .-16_BAND — TEXTURED FINISH ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ TEXTURED FINISH ❑❑�■ ❑❑❑❑ DODO EI0EI0 El El 11❑❑ 00EIE] 000EI 0�1 FU 0 ❑000 DODO 00 JU� �000 ❑moo 0�1 r ❑❑oo --- DODO 00 0� ; �oo o ❑oo❑ UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 A UNIT-C 1624 12 — 14.0 FIBERGLASS SHINGLES ONE MEN T.O.P. — — — HDR O 0 50 Zo ❑❑ ❑❑ MOD 25 SH N K — — — — 16" BAND F.FL —------- --- CLG. HGT v ❑❑ LO d' ❑❑ COD — — � F.FL UNIT -A 1532 FRONT ELEVATION. SCALE: 3/16" = 1'-0" — — — T.O.P. --- HDR 0 0 00 co — _ — F.FL Tnnn_ t p .FL. F— TEXTURED FINISH TEXTURED FINISH -1 — — LJ TEXTURED FINISH — — — — — — — — — — O 00 O 60 — — — — — — — — — A — — — — — — — — — — Ll 1. L__1L L — — — — — — — — — — — — — — — — — 6068 SGD 6068 SGD 6068 SGD 6068 SGD 6068 SGD W68 SUU UNIT -A 1532 1 UNIT-C 1624 I UNIT-C 1624 1 UNIT-C 1624 UNIT-C 1624 I UNIT -A 1532 REAR ELEVATION_-X (ENHANCED 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 1-112" 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 an of code -approved lath an shall b pp y type pp d ha e 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 manufacturet's recommendations. REV. 09.24.21 f c.y G W i; ca �' X ter` cc N a. to c. i}�ENE '(�. °tatajlaai To the best of the 9 Engineer' knowled a,belief, information and the structural P plans an e�cations contained within these P drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E a o M3 N C Co p 5Lo� M to r- r- *� N O LL Q J U_ L L LL w Lu M C ° W �Z O 0 Z � N Z Q ZN OU U W El 0 0 Z N M z Z o B J to N M N z 2 _o " X cn LLJ O u., o N C � s 8 wigE I U 0 y co �® m c o w Z U_ Z O } N oE 8 W°z® z Da ft7 X o 0 o o N Qz o ¢ wW yam.+ L ro �_ o °zZ m o Z - J �o <m <w �z to ao V�° �- 3 Jz <F J o co w �o' o� c O 0 .L > (0 ui rn m .-.� CV CD r C'4 CO Co M N LO Coo 60 v ! in N N O L0 C N O 04 Cn 6 r N r ca 0 Z z E r Tv ca d U J Q ❑ J JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 7.3 O n T.O.M. HDR. — — —�— d IN C0 LO 2nd F.FL. CLG. HGT. T.O.M.__— AT GAR. 8" FRIEZE — BAND o �C.0 M F.FL. _ s 12 4.01 FIBERGLASS SHINGLES I. O =1N � r LO =L. IGT. R. C4 �i LEFT ELEVATION-X (ENHANCED SCALE: 3/16" = 1'-0" — — — — — — — — — — — — — — — --- — — — — — — — — — — — — ------------------- 0 ----------------------------------- _0 TEXTURED In ---__ 16"BAND 13 SH A. FINISH 13 SH 25 SH ----------- ------ TEXTURED FINISH 25 SH T.O.M 0 F- 35 SH RIGHT ELEVATION-X (ENHANCED 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. 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 C' 0 � 'mm W p LU l,. C� G 0111 y N Q •. t-w Q > L:i t.1 4Mo Y �. ,+ a o r"9-WA�iJ ses� 4�,�} ....„. ��, � td �iekcol To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 4 �E 0 N N o 00 C N .=,0to W �25252 M V C J LL 13 13 W coLLLL 55 a 5 Z L N °n�T. Z ILW cm co NZ d J z N U 8 W I] RN z p� o z N c0 z o J — d. � W — N M z LL Q) �N +, LL 0 � NV) ,., o `� w � allU E 8 I ! e� z c in 8 N .4401 0 co �Z M z9 O Z 4 LJ_ 2 0 �� } � <� E a= Z® ZN d E s� U 04 d p <o oocu ?o �K Z X wW M L �< W (p �>= _ G z z or U ° o z Z C� m Q W �z coy 3 N ga go � 3 w< E EZ NLL =3 0 0o o co 6j a oV V- zl�d 3 c 0 0 2 rn cc CN 0 C.fl i M M r N Lf� N ,— \./ Cry Y 00 00 W m T� N �— 0 N LID N M r ,.6 �"� N EE m�0N CD z Z E r Co co a E U Q 0 � JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 7.4 NON -VENTED SOFFIT 1 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N = 4:12 �_ ICH 4:12 PITCH 4:12 I� TCH 1 4:12 I� 1 5) FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT J 2 NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55ID-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE -� BLOCKING @EAVE BLOCKING @EAVE I BLOCKING @EAVE - I BLOCKING @ EAVE CV = 2 N = 2 CV = 2 CV = •--U U ,-U rU D1 D1 D1 D1 CV = 7: C-) �I H CV = TU d= t-- CV = `7U CV = '-U 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' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 P :12 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4' OFF RIDGE VENT 4 OFF RIDGE VENT 12 4:12 - - P� ITCH SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4' OFF RIDGE VENT 4 OFF RIDGE VENT 4:12 PITCH SEE DETAIL 55/D-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4:12 PITCH H 4:12 4:12 PITCH IBC" 1 2 SEE DETAIL 5501 FOR INFORMATION ON FIRE BLOCKING @ EAVE 1 / 2 NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N= /4:12 W01 D1 W 0 a 4:12 PITCH � 4:12 PITCH 4:12 1 = PITCH-1 FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT L NON-VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS =_ BEYOND ROOF SHEATHING TYP. -_ _-_ 2x6 7. - SUB -FASCIA EXTEND THE (2) LAYERS - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA b : 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0rr Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 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% 11150 Rule 1/300 Rule Ridge VentAmt but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off"Ridge Amt, the space to be ventlated.Upper ventilators shall be located no more than 3 feet Req.) (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. Total Ventilation Provided by ATTIC **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** Upper (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of SQIN. of of ventilation to Ventilators . • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA /UNIT of vented IN. of SQ. IN. of SQ. IN. of (See Elev) • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. ventilation vented be provided • STUCCO SOFFIT VENTS 126 SQ. !N. OF NET FREE AREA / SQ. FT. required soffit ventilation soffit by upper Ventilation Ventilation *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed required needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "FomTuI& (Sq. Ft, Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed) 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 1010 970 139 485 35 242 276.0 (Zone 2) 0.0 276.0 Upper Floor 0.0 2.0 1008 968 138 484 35 242 276.0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 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 "*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 091, 2018 Rearing Wall Rating:.:_ 2:HR, NonhofteI g Wall Rating - 2 Hit This design was avahrated: using a load Assign method other than tha,Limit: Staum Design T4ethad (a.g., Warktng Stress Dasian Moth"). Par jurisdiet ansampieying the Limn States Design Nethad, such a's Canada, a load restriction fnetorsbali be used seet Ontde WW V or Rxu Y7 *Indicataa.strch Products, shatlbaa:rthe UtorcnLCartifipatlon Mark4tirimdodittWins.amptoyingtheULarCUL.Cartifimflarl (such ail CariL+la}, t`espaCkiveiy, l , II a I _.1. 1. r .. I, I 1 . • FIRE CAULK EDGES AT EACH SIDE DEL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall SCALE: 3/4"=1r-0" "REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. i 4 1,H9riYGntak 'It 1.. Canceate Sloths. - Narrows alas Ign3, ClassifltYtlpn 0-2 (2 hr). See Cantretra Rlodrs cate0ory for list of eftgihle manufacturers: 2, Mortar - Blacks laid In full bed of mortar; nos. 3/9 In. thick, of not less than 2-114 and not more than 3-1/2,parts of clean sharp sand to I part Portland deriieltt (proportioned by volume). and not more thah so percent,hydrated ima..(by cement volume). Vertical joints staggered. 3, Portiand Cement Stucco or Gypeuin Plantar -Add 1/2hr to classification If used. Where combustible mminbers are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocoi (Item 1). 4, Loase Masonry Fill - trail core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, orsilieone treated perlite loose fill insulation add 2 hrto Classification, 5, Foamed Plastto* - (Optlonal Not Shown) - 1-1/21n. thickmax, 4 ft wide sheathing: attached to concrete blocks (Item 11. ATLAS ROOFING CORP - 'Energy8hield Pro Wall Insulation', "EnergyShleld Pro:2 wall Insulation', EnergyShield-CGF Pro and Enemy5hleld Ply Pro CARLISLE-COATINGS & WATERPROOFING INC-Tyra R24 SHEATHE PIRESTONE. BUILDING PRODUCTS CO L L C - "EnvergeCI Foll Exterior Wall Insulation' and. "Enverge' Cl Glass. Sxbe dor wall Insulation" HUNTER PANELS - TypesXcl-Class A; Xcl 2s6 RMAX OPERATING L L C - '15X•8500", 'TSX-8510",-Thermasheath-xP", "ECOMAXcI", "Thermasheath-3", ' Durasheatli-3" 7HE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty insulation.. Thermax Heavy Duty] nsuiation,. Thermax Metal Building Board, Thermax white Finish Insulation, Thennax ci Exterior Insulation, Thermax XARMOR ci Exterior Imulatlon. Thermax IN Insulation, Themrax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R"' ci Insulation SA. Building units - As an altemate to items S, min, I•in thick polyisoeyanurats composite foamed plasticinsulation boards, nom. 48 by W or 96 In RMAX OPERATING L L C - "Thermasheath-sI", "ECOBASEcr, "Thermasase-CI" * Lndicates oath products %halt hear the UL or 01-Certification Mark Fortorladictions employing the UL or cVL Certification (such as Canada), respectively. Last Undated on 2018.04-N GA FILE NO. ASW Og10 PROPRIETARY" J 2'HC1lJFiT L 85 fa 68 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 y adjacent pairs of gypsum panels: INLaj 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 be Of 112" PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of 1!2" typo X gypsum wallboard - - - - NAILS EA. END BETWEEN screw attached to the steel components. TRUSSES Sound tested with 2 x 4 stud wail faced with 1/2" regular gypsum waIlboard each side Of assembly and 3-1 /2" glass fiber In stud space on both sides. 4'-0" FROM SEPARATION WALL. Height limitation 68 feet SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT PLYWOOD. BLOCK MUST BE 3 9f2" (Fire) "PITCH CUT" (SEE ELEVATIONS) 11414" (Sound) Georgia-Pacific Gypsum LLG...................... . .......... V DensGiasse Shaftliner APProx- Wes: S,5 psi TO PROVIDE AS MUCH CONTACT FseTest WH14W1299,11-15-,94; AS POSSIBLE TO UNDERSIDE ITS CeslgnGPNVA12004; OF ROOF DECK. ALL JOINTS WHI495-1295,3-15,95; AROUND BLOCKING MUST BE WHI 495-0743 & 0744, CAULKED WITH APPROVED FIRE 126&30.86; CAULKING. ITS 3160814GOC1-Q(32, 6-30; UL R2717, (MNKD3115; SEE PLAN 8-1$-04, UL Design U373 Sound Test: RALTL10-291,5-31-10 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 SCALE: 3116"=1 r-0" 411.4 9 q as v ar o cc fJ N to Ip O + o m .= to W � 0 c - .1* cC to 3 °7 v Car = = 7 � •ate - O 71 1still MVO N "a if ' J,' S To the best of the Engineer's knowledge, information and belief, plans and specifications contained within these the structural P P drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's slgnature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W 'I E a 0 o O N O O c: r0 n Lo OD N N N OD V # kr) i n n - / N M 'r 9k L u �a -1 W LLu a J03 Z - a wa R 11 �_ o O a M N ILW to 0 co w Z Lo cv co z O C) Z W El El Z N CJ 0 o Z Z o Q `* j J r` M un z a c ' 1-J u7 w m •U 0 - OLL1 0Jwa 04 N c �B l- to U E m aimc 18� _ £ a U o G `o Y • lam w co C Z o c6 E =oo F 2 N E V ,, Z on Ho zo 00 - 0� z N t ¢_ o Q � W L ro iY O =o U m 0 Oz z Z J ym 6 c z U) F Q 0 1 Nw W <o �E �k =,a J Z F }o coo r W ZI¢ o V 2 C)0 12 > Co of M MCI- O r L C M T M M NLn � N I ,_-.. Ob 50 V) m11- N �- O Ise CV LO N O O O r CO T_ 04 c0 z W Z z N E T- I.. a E 0 � Q o JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO. 8.1 t >w o C= S c` 07 = C C - y N, d ":.e,✓i fir. j',.d d } G at w F v � � t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W d 8 60 N p00 N n J fli NO Q J 2 LL uJ `n a LL LL 5 0 V 13` _ rg -- C 2 N O S I W 1 M N W CSw Z N 0 Q J L LL ZN OU 6 Go W ❑❑ N M � O N � Q � n M U) U') lZ�ryry LL LL w c' A V 0f� LU v !f �y N U V ,mi C W W g z di N M c W M M z o Z ¢ LPL c E z i�0 � ZdN cE6 v ~Q. �=o U 00 U 0< O CDaz N aoz ww L (� C ¢S Y U mg �ff Z >z d1 g 01 a w g3 Q � o� LLLL go mw z �r o Mi w ilo aI= c O 0 rn CN Q0LID M N �— �- 00 00 U) m N ate-+ C"I 1— C1 LO C CDM CO N Q r c6 T N E m (0 � o z N 1"� c C d U JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 8.2 SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG 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: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1 /2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J jHTT5 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1 b60 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SOS 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 1 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY LGT2 14060-M 3770-FI3500-M LUGT2 13100-M 4520-F 131 00-M (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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (g 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 1 O STICK FRAMING FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE V-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. TYR AT INTERIOR BEARING U.N.O. FX CONT LEDGER c11- co t cc u 0 co C0 > Ln 01- C14 Rig 2 00 Co < C.0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <— 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60,99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2%6) or i%32" EXP. 1 (3�6) TILE: t 32' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (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] �1. c o m W a <a of +- m r„ =ai m%;off a m ,o `o ° cv 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 stru II JUNIT-A 1532 1UNIT-C 1624 1UNIT-D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I 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'=T-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 112" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 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 HT75 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HT75 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D INKER LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1!4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-U' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ,ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16' EXP. 1 (2Y6) or 1%2' EXP. 1 (33,116) TILE: 1%2' EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IV32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] .p LAJ ,. �....cO t> Cy �•-, m ae ++ mho ea inz ea r'� i4u; d ce cc ,.��`�'�bttllllM9Pf6i�Opf s °` RO v I" j �0 sr g,L m•py tyC` 4? @ksti��a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d E O M 8 Q CV 6 o q r N N N N m 0 7 � N qp. Cn (N 0 N O yt j G ..a Q C co V � tl. LL LL d w z 2 m- o 0 0 �Ro 0 W' =3 fa C14 W m _� Lo N Z Q ' N Z ¢ o m W ❑ ❑ O Z 000 QNQ Z O Q (D CL N -- N I � M pp L= V W O ; W [� a m U O W a L w �Nco wo &11 J E d i V � • CSq O w M zo a LJL zo g >H aN a� �® CIOO F- B §o X0 U� o0 0� Q N ¢��r Q2 o WW m w m Q W o 30 _ E W �o QZ A W Q Y O to V- u o2� a� O- C O O (. ~ 0 is N � Cfl C M CV M Co (n N 1- 1 Y w . 60 rCr v) m HMV cNJ !— O Ln 04 LO C fV O r CSa C EE to 00 C;ca Z E T � c '= m a ai o c� ¢ o JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. 10.1 4' IUNIT-A 1532 I IUNIT-C 1624 JUNIT-D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I 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 9 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN - X (ENHANCED SCALE: Y4'=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 112" 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% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 6D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (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 SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12;12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38,22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP, 1 \ 4/6) or fY32" EXP. 1 (32/16) TILE: 1V32" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120")NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] C C.1 C1- � 0 LU a+ -a W C2 o t o `a o cs' a c a;. 0 o m N Cc . ^cc m`'fl-_ 'co w.4 'cc 9 cv a w 0 W/V .�� �>?,o SE v : Q'I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 E a 8 0 6 N_ W N in��T' M (DV ik w C \ J u W Z v � 0 mNm 0 W ' 2o N W �6I m w Z IL LL N Z Q J N OU = W IE]�7 Z N a 6 O Z O Q Q v N n N M i� o w � � � m .O U � pgp W O Ln L+ Nm _ '3 f t� (V r— cn U oilr_ J E F3 m P ! = 5 z U o o N co w M q c6 E O o3 �lo z® E U (U i— C � XU oa Up pU o, N¢o L a� QD ww za z Y U m� o O z Z z Z u) 2 8 sz ob W >, a W wLL r3 C:) tl Z 4 U C O N > C.0 cc CN � r CV M CIO N CN J�'� V �e M� w 00 U v'^ ) m T N N F- O L.n ;+= N LO N r N Lf N �— E E co 00 o0 Z z E r a s° d U 75 JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO. 10,2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14, 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �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 O EXHAUST FAN ,�. EXHAUST FAN/LIGHT COMBINATION I� ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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) TV TELEVISION (OPTIONAL) 02 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH C�!ri G J ROUGH -IN FOR OPT. CEILING FAN T CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I i I I I I I LAV T--- I � I t� TUB/ W/C SHOWER LAV 3" VTR AIL I I I t I I OPT. I LAV LAV I I cU L W/C SHOWER „ ` --__2f7a STU DO R -� VENTT LrJ DBL SINK 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. 45991 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 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 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 NEMA1 2lx) AMP � rrrn nnn e, 1�0-200 AMP I IT/ —Serial Cable 3R Power Co. Feed _--_ I J I #4 Solid COPPER Ground W93 I� 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. DB&GFITO BE ALIGNED VERTICALLY COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 SCALE: Y4"=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 — — — — — OWNER'S BEDROOM /,,>ROUGH -IN FOR OPT. FAN/LIGHT I S.D ----- ----D-1 —1 O. BATH \ 1 --WIC I ----- ----- �GFI / 1 /' c m I II II ` I LOFT `� t G � BATH 2 i S.D. iGFI WIC € I I I /,>ROUGH-IN t� �>FOPT. FAN/LIGHT /LIGHT \BEDROOM 2 L — 2ND ELECTRICAL — UNIT -A 1532 SCALE: Y4'=1'-0" c N o c o �m �o N d �i`cr� � � `• as u d tlf, 0 CV CV CV 0 0 To the best of the Engineer's knowiedge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 4 �E p M U N O co a N Q coNN C) CAL C J LL J u-d Z °' a rmo 3 Z M N � O W S �2CPO m w Z uIL CC,N Z Q J Z N 00 < v W Cq M z N c"Y z N z o � T V! N M z 0 (� u, ca ° U T � 0«ro y wd �N in v w •, Rig v;' _ � m C) o' N ° U �Q ¢ N 0 e� o w M z� o z � «i E zo QO >� QN Q Ci 8 �® X O 0 �� Z O E N E .o °z 4o ¢ o a z ire L M Cn C < m 0 o °zZ N J .0 wm ¢w �z u� ¢" < 5 0 aL�'i Q S a< a w � W xi= JW `< �~ o Y° a OU Vim' zla 3 c O 0 co ai rn Nc� c^� CO M N N r o0 60 U) m N O LO C M CN C3� ,6 T CV r MM W � a Z cca z E r iri a W E °' a) a a U JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12, Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �R4 FOUR-WAY SWITCH r'R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 1TV1 TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL -I DISCONNECT SWITCH C``rJ G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G Y J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 3" VTR Jiff f I I I I j I HANSON 1 1 BOX I I � I I LAV 3" VTR JIL 1 I I I I I I I OPT. LAY Li V PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 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 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 957 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31878 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 NEMA1 200 AMP 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed —,� t-1 1_ , #4 Solid COPPER Ground 44 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. DB & GFI TO BE ALIGNED VERTICALLY O ------------------------- OUTDOOR LIVING INSTALL LIGHT �`�o,> ROUGH -IN FOR OPT. FAN/LIGHT j GFI All ----- 7f--- II DINING KITCHEN 1 I � FI 10 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ,>ROUGH -IN\ FOR OPT. fi-�FAN/LIGHT' ry � I I W 4 � IU 4 F DB RY TAS �QrWFP0- I®SPEC 1 wz \ �Qo 0 ..Lm I I I I I I rQEL — j C.M `f UPSTAIRS I& 4" `�`l W.H. A..F. ' ` O I I GARAGE I 1 GARAGE LIGHT AS NPER SPECS GARAGE DOOR GFI --------------- I I J f I Ip Z I I� Q IQ (L I I 106 1 I� U I Iu I IIm W I W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—C 1624 SCALE: )/4"=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. 2ND ELECTRICAL —UNIT—C 1624 SCALE: Y"=1'-0" C4 CIA. o � a -�° v+.o - o ca �t y 8 t Co _ =,o to Z:- N G tj N O N O 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N I.W. 0 E co V .0 : N 0 cn N O 10 # k Q J L- a. JLLLL <Z Lu Z0 warn 9 o 7 (ONE 0 +Wy IL IL Co '3W lO N Z Q - h- ,Z V N OU 0 o Z 0(D 0 z o Z � alPlEft z a a� /� / ) N th z V (Da 0-1 � LU WoAsa V) c .) i f6 �- U) U x w � U o i • N M o � W M o� Z � CE E o0Z" a ¢¢z �O I— O E XO oa °r Z O r8 CV a z o 4 w W ¢ L N=YzZ Z U m O Z 0 b M W N o ° U W w� a c,W ¢� 0 >0 GCDo0 v 0-, a ° 3 0O 0 > CD T ai m 0 �•� d' CV ,M— M M N `n N r_ QO 50 U) m N F- O 'L0 C .fl o 0 CY) r N tf7 N r E m w � (fl o Z Z E T N c a v ¢ o JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO. 11.2 OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING 1 I 1 I I I I I I I I 1 I I I I I I E I I I I I I I I I I I 1 DINING KITCHEN � �ti O O KITCHEN DINING IO O, I KITCHEN DINING DINING KITCHEN 116 01 1 KITCHEN DINING DINING KITCHEN 110 OI I I I I i I - -- I I I I I — I lI I I OooO lI I Ii lIL --- J I IoO l I O 1 I --- O r--` J L—I I I lor--- oE [Ellol -- ----------- mm�= ------- I I ------------ I r i r r � II II II II II II GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM 7. METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON - - _ - - - - - - - - UNIT ELECT. PLAN) - - - - - - - - - -- ---- ---j ----- ----- --- --- ----- I I I 1 I I - i ENTRY \` ` 1-CAR�RAGE 1-C-ARGARAGE -1 ---CAR. Qj��AG E R_ 1-CAR GARAGE 1-CAR GARAGE ----------- �RY ENTRYENTRY ENTRY- _ UNIT-C UNIT -A 1532 1624 \ 1624— 1624 — — _ _ -- —1_24 1532 - \ �. ` . 1 �r----------------i r---------—..------i �' \ r------------------ i r-----c- -----� -' "- .� r-----------_----I -------------i PROVIDE A MIN. 12" VERTICAL Yv I I I I I I I I I I I 1 I l I SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES I I I 1 I i I IM 2I I I I I 1 I I I I I I t 1 I I I I I I i I I I i I I I I I I I t I I I i I I I I I I I I I I l 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: Ye=1'-0" N 7 Nj �yc L�+ to 0 ., d 0 N 'W -- 3 03 It C2 N O N O Co To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, N W g o E $ /V b 6O N ti N \/'7 ei 4 W N V C LL -i W a C2 w _ 7 N W ' m i5 LL Z C-4 N M (V o C¢.> N W El z N M o Call z o V) N M 0 ch o U- +-+ M W O-V) V) W v � c � Wwig S _ i x =O y 0 N m 4 m C> � w M M z o z Q - L ctf E za o� r z >� Z® p a E ca � R Vp OQ Z N L n�< wo G -z -M IQ o =o y m 0 O u� N S� 30 Www CD Cp w � M a V zd 83 �o 0 > CO � N � CO r L co cvCo M N r 00 50 U) 0 N F-- O U") o C:> C-) Q 04 r � r N ai m 00 co 0 Z c E 1"' w a U -i N Q 0 JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO, 12 LINTEL PLAN NOTES: ao - ;o"° ao °; 'p °; 9 `. 90` C3"°: jo THIS PLAN IS TO BE USED FOR STRUCTURAL 0) INFORMATION ONLY. 8F8-1B/1T 8F8-OB/1T = 8RF6-oBr� 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 0a . °` e TO BE ASSUMED TO BE 16 MINIMUM DEPTH. ° © 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 U10", O U .'0 BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE 8RF14-1B/1T 8RF14-OB/1T 8F16-16/1T 8F16-OB/1T ; �; 0 0 0 0 °; o ' 0 COORDINATED WITH THE ELEVATION DRAWINGS 8F20-16/1T 8F20-013/1T "o- 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR ® 0 0 0 0 0 COORDINATING THE PROPER LINTEL HEIGHT. 8F24-1B/1T .8F24-0B/1T 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" a R = RECESSED 4-1 CLEAR QTY. OF #5 >° REBAR @ BOTTOM OF LINTEL CAVITY aC.M.U. 4 8 F 16— B/ 1 T - a J ° ,Z� z a ° GROUT tNOMINAL.QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL- BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH ATERIALS ifc precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi wl 43aximum 3/8" aggregate and 8" to 11" slump. Concrete 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. 7132 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 lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed W360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 v n MIN. (1) REQ'D G 1-1/2" CLEAR D r` W \/ IW— � C.M.U. opUrA n� 0 rno.� <l. — 2 W W W '0. DQ�`2 v e Z6 U O in OW�ID 5 REBAR AT BOTTOM rzQ G O 2O C L < MIN. (1) REQ'D cnLLl-� C, —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALTO 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION r nD nD nD nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL (E)MIN. )MIN. (E)MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" MIN. SYMMETRICAL in L R Y �•�� w+ 1t X 1 ,� pp Asyss11jj pp+ e♦ �. C ..< f>u ut �.°a4 t• 4� �f,igtC�Cr>m. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q d E O M 8 CZ Q � c m u�i wr N Lqo? � � c, ° n fp M V � IL C L U- LL W W �Q V Jt�" W CC1 Jig 9 8 o 01 W o@n (0 T a) ixw Z ILW LL g? MZ a W ❑1:1 V m 93 04 0 O o co 93 o N M a _ 0 0 w � ®o O Z*V) Ln Lij � F— v) Max (U w � wig r 1 AG N 4i a W M z o� z QE z� oo z ¢� zo oo: E �o coo O N �z woo ¢ dz L Cn ❑ m °� U) Q? U N m i7� z < w J oa gv, go Q w� a yw �o �— 00 w ¢ c� t- }° co w o6 a0 U� C •O 0 E2 rn cc CN GCS L M M M N �7 CN r Ob 00 m M r CV N I— O ISM N Gil r CQ T N E c:3C0 (.0o z z E T— N Q U - io Q 0 -� JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. L 1 rn 3 v v- cn 0 r2 rn N I co M N J rt0 0 I 0 en uO to 0 I I F_ ID - C/) 0 .a t2 M cV 1 00 to cV LO co 0 I 0 co LO N v v o- cn 0 rn 0 N 0 v n. E 0 L 0 c c J LZ v v c U d: 0 0 0 M 0 a' a 0 N 0 CN hi 0 m v cn 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 If 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 ± 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 Xz 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 TRI1-14. 1.2. DESIGN: 1, 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2,11.6. 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: 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: 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. 2„ 1 Y2" 34• CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE U NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1,2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32"EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1 -0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between 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 traps, etc„ shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - Concrete overpot/r and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soli 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 licensed before a be issued. a pest control company certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 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. 04 ,-v '= ua o..r c= N :v , a -°: w ca lii- go- a� 0 �s CV 0 j.,.�.e (j`cizz a yF ¢p� y E�``•s',fi'6 '' R[ F C R tit ���'e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. W W d E a C:)M N 0 i� Uj y C' N a cc N _ - A ,N 4 (� (� h I-- "- _, M aS M v xc w a c _ c- w J LL LL. W �U) 0 zCo_� .. .c m o 0 W oCUnco W , m w Z 2 N ILW �n N Vz OU z N o z - N U)Ln z a 4-1 v, fQ W O U o l/) c w U i z c W � $ V O N c Q N • �Q W r- W M m 2 o Z¢ Uy zo �, � >iy �a Q 0 E v wE ¢= ?® o0 cc:,- 10 00 U � N B E 0 o ¢o Q W w Wig ra eic Yz o K Z y C y��� o y W m r z Q W W t/� ¢ ~O� W Z Z ao N W �O QY a a= CD s� i� o� c O 0 > (0 ai rn N 0 v ch C M co L0 N T' Cr 00 600 --le. U)4-1 o r N I- O L0 -� -0 O 0 Cn <M 04 LA-) CD �"� N r ui m w 00 i6 o z z c E r w E 42 ra c a U J Q 0 3 JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. S N v� 3 v 0 Q t2 N 1 0 M N 0 J LO LO co 0 I 0 0 0 0 I v v- 0 M rn N N LO LO CD 0 I 0 0 CD 0 I N 0 v 0 .a .a i c LE cV 0 i a F� Cn as E O C 9 1 N LZ 0 U v U i 0 i a E o 0. U 0 tZ N 0 0 v 0 0 CL N N v a a m v N 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 DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap 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 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O co 5'-0" Q - STUB -OUT FOR 11-011 o o GAS METER 0 o 'n d- U N oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI@Joist Backer Block Thickness Filler Block Thickness Series 3/4 or 7/8"Two 5000s 1.8/1.7 wood panels 3/4" wood anels 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 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber 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 consideration. Check wall or beam below.* local building code for appropriate64 ; 1/16 L 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 CD Boise Joist Blocking Use 3" (10d) nails at 6" n.r.. Q '/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S. rvv nvLL-o i MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 1.777-72 FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 > STD. 90° BAR iHOOK BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4 max. A A Clinch nails when possible Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6r A %" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 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 CUTOUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE, 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 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. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist B aring Location Series Depth I End I Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5- d BCI 6000s� BCI6500s(D 9-1/2" 11-7/8" 2-8d 2-8d I 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sY" 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION I I J Joist I -Joist can be offset 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. 1l4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° SEE PLAN FOR--'°. ° .. FOUNDATION INFO a ° n STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T,S. SIMPSON META12 / META12 TSS INSTALLATION @ 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION a PVC OR SCH40 SLEEVE �- LINE PLUMBING 4 • aa: a A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE aa. ' °f cv cam`. / C%A n 0- Q.' >z. � v 0 @�9Fi�yaiLai 5t pigl IV elb 0" it . c qg 2"-;�`�� .,psi "� ` .t •'• '� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, M Q0 co 8 0 v 0,{0 co p m eL,�� N �r- [-- a N m v * " Q Co u_ LL CoLL L L � W 0 o o Z Co = °''IT U) Co0 E o �o 0 N W Z COn N Z ¢ 0 Z N do 6 o to W ❑❑ N M N (h o z § N z o J — a .n :n z °o 0 C9Q) a--' LU 0 O w o LA c N c� �- ;_ $ r = w a c U) ¢ & N I� o �w mZ C13 o Q U_ Eoo® Qoff - OV i U 6 Q. Xo U 00 O O a11 ¢z O¢ wz L 4o ro� n3 Z O ZZ ZU I 0� gm a p o U W Q1 LL Z J� a CD a z¢ c 0 T >(0 rn CV t c� Co M coC-4 r Cr 00 50 U) ca N CN � 0 _ O .0 0 M r Cf� s_ j � 00 `° . z z E T a U Q o JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. S N 1 -70- 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 Y8" GYP. TYPE ")C@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.O. SIMPSON SP2 w/ x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10-4- (R302.1 1) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.NSULATION 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C.00@ BOUNDARIES, 6" O.C. @ PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.G.@ FIELD SP1 w/ (10) 10d NAILSIF "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE :E5!8 xMPSON O.C.0 NOTED, TH15 REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ N 3- (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903,2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD 24" x P.T. BOTTOM PLATE @ REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR 2#1 x 6 W1.4 x W1.4 INCLUDE THE WALL /211 x 6 W1.4 x W1.4 t, SHINGLE ROOF, SHINGLES TO I @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS / WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G H, ASTM �I-Fff- 4 z ELEV. 4-3 3 1/2" MIN. 3 1/2" MIN. or or D3161-CLASS F, IN 1 -911 A I 4 _6 2x4 FONT. A.F.F. -F uo LI 12 ACCORDANCE w/ TABLE CD I> -AS 1/2'(min.)- 4" 2� 4-� (TYP.) TYPI) VARIES Z7 R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) GA 4 4 'RAGE DEPTH VARIES 4 CNI 41 rl�3 1/2"(min.),- IS = . 00 0 Ile- killill.). RESIDENTIAL 4 10M, : LE [ 1� ! !� I � I R Ll ll�: IF LI '�7 INSULATION LE ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 1� It �E., � (2) #5 CONT. T-4 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G'� GARAGE SLAB AT STEP B� U.N.O. MIN. TYPICAL BEARING WALL STEP (cD SHEARWALL rc,�� U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc� 23 L 2 S 2 ELEV. VARIES SEE SEE TYP. WALL SECTION SCALE: 3/4"=V-Olt ��3� SCALE: 3/4"=V-0" � �3 "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" 3 1 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE 5/8" IiVEDGE (OR ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.\O SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS 16" O.C. - BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \,P!obos CEILING & 8" O.C. WALLS ly 2x STUD 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"xPT STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1) PLAN 1x2 P.T. HORIZONTAL8" #5 VERT. IN FILLED CELL SEE CC/S3 OR INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2K ADDITIONAL INFORMATION -1/2" GYP WB (MIN.) @ GARAGE NAILER C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA EXPANSION BOLT @24 PE MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (110) 1 Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN, LAP [24" MIN. LAP] X #5 REINFORCING x 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL SPACED EVENLY w/ (10) 1 Od NAILS C%j 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED . /< _j BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 END OF 2" x PLATE WWF OR FIBERMESH F 1x2 PT WD FURRING @ 24" __FINISH TYP. ASSUMED FINISHED -1 ci PER MFR INSTRUCTIONS 'N�'-#3 OR #4 REINFORCING BAR X Uj �/ 0 L GRADE I> CIN #3 & #4 LAP SPLICE GRADE 40 MIN. Y= S Cn 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL----,, FOOTING MONO SHOWN FINISH GRADE 50 M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]: /< Q_ '/ _1� X >< LU I> OL ii I I '- FOUNDATION PLAN FOR LOCATIONS) 00 FOR CLARITY 6 MIL VAPOR BAR I> BARRIER I I I I .. T, �;=M�. 0? 1 -11 1=9 _. M-111 _11 - #5 REINFORCING BAR cr) R 17/8" X A 1x4 P.T. BASE NAILER #5 LAP SPLICE 7- 4'x4" INSPECTION (2) #5 CONT.- 3 1/4" BASEBOARD PORT AT EACH NOTE: t> m *FOR BEARING WALL -Ili COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 81 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 101, MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR Ll Ll -ij 1 T 7�7 i 1 i i i i 1- D1557) 4 114" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE -d IF T il #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ WlAXW1.4 WWF OR _\ /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION (D� TYPICAL EXTERIOR FRAME WALL FOOTING E� REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION, FOR ADDITIONAL SCALE: 31411=1*-O" ��3� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SCALE: N,T.S. ��3� SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. V 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 xW1.4 6 MIL VAPOR -/ 60 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3)SEE 10d NAILS TO TRUSS TOP CHORD ROOF PLAN FOR TRUSS WWF OR FIBERMESH BARRIER 4111I ///" min.) 4":;) • A. -4 GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. Q1 1.: • & LAYOUT DESIGN 7- (COMPACTED TO 95% I III III (1) #5 REBAR w/ OPT. SEE ROOF PLAN 'd A MODIFIED PROCTORI ASTM D1557) 5YKttN ENCLOSURE -T 1 r- T (2) ✓HTS20 FOR STRUCTURAL BEAM SIZE & • 47. E .4 3" MIN. CLR. (2) #5 REBAR CONT. 1-4' (1 STORY) STD. 90 HOOK (SEE 4' CONNECTION INFO 7z :7 ON 3" CHAIRS TYP. 4" V-8" (2 STORY) MIN. U.N.O. DETAIL) 2X4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S . 1. 1 6 �IT MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION TYPICAL THICKENED SLAB EDGE rL /-w,7/16" S.B. z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" V-0" SCALE: 3/4"=V-0" flA U-1 W SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL P.. 2 x 1/2" GYP. BD. COLUMN LOCATION I I § -, SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. 1-4, 1/2" FROM SLAB 1, LU LU COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D.rM 01-011 0 CONT. BEAD SEALANT, __j (0 SCALE: 3/4"=11-0.1 1\ �3 OPT: DEPRESS SLAB 5j/2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .1 < INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 11601 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT 4. . -3 1/2" COLUMN TO PORCH SILL w/ 1/4"ff' TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB -14"-, O.H.D. RECESS 13 O.H.D. RECESS .4 GARAGE ATTACHMENTS & 11801 -1 PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS E TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c� _.7 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD E= FOOTING STEEL MAT REINFORCING. C'J EL . U) 0 CONT. PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT L SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co GRADE 4 i i i 1 7-- F 00 4 0? CONIC TENSION 120#) CONCRETE SLAB 6x6W1.4xW1 .4 C:�! FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) -- LU Eff IE- I I �J-_j 0? WWF OR FIBERMESH Cl) LU z n LU LU LU -4 z OLUU)= rF MT117=_7 BRICK PAVERS or SLAB PER 00 U_ Cn SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 LriT-- 6 MIL VAPOR 1L U-0" FIN. FLR COMMUNITY SPECS ----I I FOOTING Lu W=M IG FOR REINF. INFO. 3"MIN, CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND 1' f4' (1 STORj') V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) -I E, Wl r,i�l I11 PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 18" (2 STnR V-8" (2 ST RY) 4" 4" 4. SEE FOUNDATION CONG. PAD INFO. FOOTING WIDTH SEE SCHEDULE' GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K" K� TAPER rCD 1I%2 ED COLUMN FRAMING PATIO COLUMN FTG. DETAIL SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP, WALL SECTION FOR SCALE: N.T.S. SCALE: 314"=V-0" SCALE; 3/4" = V-0" SCALE: N.T.S. � S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 2 C11 CC ct- C) rfo C-1. % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E 8 C1q C� M 4r-, 0 cx) L_j u, Z C? W 0 02 C� W to im z -, Fl z- co a04 < z (.3 W 0 co ) Q 0 LU Cc j 0 ILLI 8tile& to U) E aim LU A L) (D 5 < 0 C.0 z § QE go Qs ca C=) C=) W 0 < M ZZE < F 0 < W U) 42) 0 z z (=> 2 CID 5 .2 C:) 0 C 4 M CO CY) Cy') CN Cr 00 50 7c �2 Wm cy-) C%4 0 CN LO M 04 I C'4 C) Q LO C-0 r C14 T- E CD 00 0 M z E T_ U) E C9 0 __j < JOB NO: 22-06565-06560 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 EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" 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" VARIES 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING —(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" Q.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 I SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING --� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CIL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. �S4 7 5/81" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 a a a a a a a 8„ STD.9�HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIALU FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR -- _ TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 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" 8811 71" 58" 41 34" 6 3/4" 301/2"- 711A, S�F0� �N 2x CRIPPLES @ —y 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -- O/C TYP. DOUBLE 2x ------ CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE W 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. WALL l C _ ° < Z r DOOR STOP MOLDING 2 x 6 P.T. GARAGE z/7 DOOR J-BOLT TRACK BRACKET DOOR TRACK---' 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 V - 4' (1) (2 (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP, OQ SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS OCKING WI 2-16d TOE NAILS rBL EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )Lu O/C FIELD - n 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20w/(8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAtN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL f SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 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 sag., SPLICE STAGGERED ATTACH ALL (�J EXTERIOR STUDS W/ (4)16d TOENAILS TO TT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C P.T. ATE SIMPSON SP4 —I ollvirovly orl+ SP2 onvtrovly ft"R�_ NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10t ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON %SP4 SIMPSON SP4 J-I M. LINTEL / 2X8 P.T. BOTTOM P ATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS /"r SPSON SP4 LINTEL 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 � L G c 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ter,+ 2X TOP PLATE OVERLAPPING NAILS @ 6" 4GGERED 30LTS @ 24" O.C. 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT C ROOF TRUSS ABOVE /— 2X BLOCKING -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT, & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6'" O.C. STAGGERED A STAGGERED I NA 4 NA TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" OIC EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 4 g Ln 0- 52 oa ' cc _a o 7 >' 'J'R °.1 a� � 0AS, ' J.-( � b i�^r 4 4', f � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W bt E co 00 0 Q� 0) �� - �N NGo .��� M.yyJ6 C') v *� L'- LL aF -a LL U_ W a. Z -2-6- a Lv ONrn oW oM mW ZU) rn u) coz d N Z O3 ¢ N W CJ ❑ CD M cN- �s—' N M o Z 00 N oil Q � � n un a � o a) �V) N c Rig C) E o, ... p0 -� 0 N co w CM) N 55 Z 4 U_ w� Z� QE 4 Z® I"^ X OV U 0 OU p N rEo a � <� o ao 2 wz 4 i Y U mo 01 z - = <� �Z CA) en�w <o IZ 3:W a z Nr <o - aLL <Q mi �w ;o o� d 0 v3 O I 0 d' CV nn,, cM %LO N = r Ob 00 m CIO �— CV O LO CV LO C)O� Qco 04 cfl r N t�- E M1 c 00 � o Z Z E 1� iri c 0_U _j q 0 JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO, S4 v, 3 -n FZ— v v- all 0 M CN N I cV J co u') co O I 0 CD co 0 0 1 I` 0 7 v- 0 t•7 M CV 0 N 0 _l LO 0 0 1 0 0 to 0 0 I 1— v C o- 0 .a rn ja N O i C_ a E en v c J i U LZ L 0 U v 0 0 vl w U N "O a: c 0 v J a) ri 0 0 a. N 0 0 v 0 C) U m -o v 2 SIMPSON HGAMV 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 451± / 45" ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 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)1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA . • • BLOCKING 7l16" OSB SHEATHING ATTACHED W/ 1Od END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS ATTACHED SNAILS 1OdX3" @ 3" O/C CORD ATTACHED W/ (2')16d TOENAILS w/ w/ 1 NAILS 6 O.C. @ 6 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS 1F >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `-DOUBLE TOP PLATE 2"x4"CROSS BRACE / 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C, FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. NOTCH "L" BRACE HERE WEEP SCREED SILL THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT 48" O C 2x4'T' ON TOP OF PANEL (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w! 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 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 J SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3 @ 4 0/C 1/2 x 8 J BOLT @ 32 Q.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 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION_ 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 35 SCALE: N.T.S. 35 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r " i SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION 00 0 SCHEDULE FOR ! SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 _ 11 `° 60002"x4"CROSS (2)16d NAILS BRACE 8" FROM 2X4 RAT RUN BRACINGAPPROX. RIDGE FASTENED AT AT 24" O.C. ON TOP OF t7x v EACH JOINT wl (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 () x PANEL OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THEBLOCKING (2) 16d NAILS 2x4 BLOCKING 24 @ (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 7� 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 i IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL' (2)16d NA (2)16d PER JOINT ,.... �..........., ....,, ., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N,T.S, S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS 4: SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) I I BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ ., 10dx3" @ 4" O/C (2)12d TOENAILS Lh- SECTION rg SCALE: N.T.S. tJ'CJ 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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 0- BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" O'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS —.viv l . or�nnva — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSQN 6P2 W1(12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" Q.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 24" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. lqq qq1 mm�� M � mINS ION MM � NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1 1 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) 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 C4 N v CR" CM � <6rC-5 N ti` tiOr O - d d � d ._.,� •� N RI T �.a a. ,v ;Vi1 Fs�FRFR yGtolvrN CV v 4 a L `�°'fir"0r• S•Sj•Qv�4�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. @1 4 oE -. o P, 0 O o N �Mb Q 0 13 W a J LL r y LL W Z i ,= a moo-15 W 2 -ru C� to Lu Z M U rn. m CN N Z q J �n N OU o Z W M Z N M o� z13 z o W1 ^ M O V 4 111 C)� m 0 LU o N C w RigW L c U) � �0 ¢ N MCD I� 0 Jw o J z ¢ ap �" aN Z® E 8 w� o. C', 0 W� 0 o1 zas o CV a= wo wz rz ro ,= gz SOY U �O z Oz z N �� �me Qw J og 1z o ao N ¢¢ u, LL 17 N W W i20 1k � C:)W.- JW �~ o 5 IT zl¢ U C 0 .L > (o-17 .i Cfl — T M(� N LO CN r OO 60 ��fhhT vJ m N 04 H— p LO +-• N t -) Q r N LO C6 N_ �-- hi E c ' 00 Z co z E 1"- N E c CU 0. U � Q Q a) JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. S5 3 v v- 0 .a 1'M M cV I 2 N-) cV J Co 0 I 0 ca LO cs� 202 Q v Cn 111 t'7 M CV I M C14 0 J (O CD 0 I 0 co I i 01 v LO 0 .a i rn c N N v a E FE rn E L v c c J co a� t7 co UU 0 C 0 U I y v 0 i 0 v 9 C) tD O 0 O a C-4 0 v 0 m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION --- BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P,F, STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN = co 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL Ix WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN, PSI MAY VARY PER MUNICIPALITY c d .° 4• a G' n _—I-11�TjI�I II \ = III— II ° °. 4 '4 6x6 W1.4xW1.4 —I —111—� WWF OR FIBERMESH 4 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn FOR MORE INFO LU o= 0 SO — 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Z) w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 NOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE 00 "- I �= I I" `-STD. 90 °HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) 1 W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03,16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10dx 1 112" NAILS TO 2nd FLO BEAMIGI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL -- .�11I111 MIN ' *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 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN_'� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o z PLAN ' . ' • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ $d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL (FLOOR TRUSS) 0 SCALE:1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �. _ _.� a , 4 . 4° 4°. -I I III ITI I I�-II f II I I ICI I [i �I I- ' (3) #5 CONT. ON 3" 8" 1'-8" 8" �rCHAIRW/T'MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs— SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB 11 EXPOSURE 1 x II SHEATHING — —x—� PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II = J NOT FULL o HEIGHT SHEET C II II 0)z II II 11 — IL_ G FLOOR SYST M r (2)- 2x TOP PLATE BEYOND I _T 15/32" OSB 1 T_ T II �I EXPOSUREI F F SHEATHING 2 IIII II I SOLID 2x III C III II II II I BLOCKING @ ALL ({ C j SHEATHING 0 EDGES (SEE III OPENINGCn SECTION X-X uj III C IIIx II II o:w II IIIr x E 2x STUDS W III I III II II II BEYOND. SEE PLAN o Jill 11 II 1111 II I( I I O II L11—LI111 11 11_II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/g 'IS" = NAIL 3/8" SPACING ° c ° 3!4" S 112 S . 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFan .ate SECTION X-X SFFp� Do/� 'Y 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.) AFN�R/OR 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THANXs". ? QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL U)© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 0 Lu @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J Lu ED LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 00 � w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. rp O0 h M LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N w O O t- MEMBER IF GABLE END U_ 2: (n" NOTE: . 8d 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". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 1`rl. STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED--� CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / 2x BLOCKING HORIZON T @ 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 Q -1 I I —III —III —I I ° " ' a Cl) III_III—III II d, 1111111�111111111 ° III -II► —II (3) # 5 REBAR ON 3" CHAIR 4" WIT' MIN. CLEARANCE ALTERNATE FOOTING Lu! HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 T-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 — Op T o z I —I r T- @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. e C4 Cam. ®• w 0- ; ctj r~ oUo X eo C-4 r- w d � v , cc i O c LY J} G ••>r Co 0 G. i �d:�`�I�ct�l•�r� f� `y a O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d E 0 a 8 0 m c m r O N N r 0 tnrN r�' �i f/IJ co v # LL C, LL \ -r W J t a ii Z - o CO at 0 W (D M w Z � m Z Q IL LLJ z d6 W pp z N M og z z o � � f N M V I � z CD v o f6 �' Q A V O w o V) c �M � U z; •.,, I� '-- — E aimW S 5 g vco O r. C _ Q N �� oco w M z o z a U_ E �o goa� � >� a I2 E U w� ¢� Z® o� I— :9 XU VO �� 00 oQ z O E z ¢ az :? L co C z m 0 o zz J .2 O 7� ¢w �z . MW z iZ °� az W 3 U �o " o tiz w <F =3 X O }O < zla c 0 CD m d- GV N N 1117 LO � N ,-- 00 00 Cn m N •� N 1— 0 CV LO �. co N ,,O C,O :— N r-- ai M j W f/1 o Z E T_ E `m a U _j Q 0 JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 ;v v Cy o- cn 0 N I 00 N J Lo JD LO co 0 I CD LO to 0 I L v C Cr 0 M M N m C-4 J LO CID LO L� 0 I 0 cn LO I N v v cn / c 0 FU-- cv CV N / v a a) E O L v c G J L.L L U v C a UI 'o 0- 9 a v a O d N N ai v 0 a m v a� v N SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAP CONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS / E \ 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 2X4 SYP BLOCKING --�� FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) A9 - / `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" MALL �---ALIGN THIS STUD WITH ;-A SYP CUT TO FIT 1 ' ARS IN WALL I 2x12 SYP BEARS IN WALL ' 2x6 SYP 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (1OdON MTS12 w! / AT STRINGER CONTACT POINTS \ (114)4) 10d x 1 1/2" / \ NAILS) (I E W "All SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND z" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS t ' I BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2" TAPCONS @ MAX. 32" O.C. 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGS 1 (' SIDE) TO BOTTOM EDGE OF 2x12 STRINGER C I ROVIDE MOISTURE \ PROTECTION / ATTACH ALL COMPONENTS / OF STAIR TO CONC. W1 4" X 2 Jq" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND \ NAILED TO STRINGER G.1 _ TOP OF I STRINGER �p 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP N� { 2x8 SYP DRYWALL STOP r MUST NOT TOUCH G ' I STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w! D NAILED TO FLOOR WITH GLU x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL 2x12 SYP :r4 BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK -2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS H _M �_ 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) J l-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIX4/GLUED AND NAILED TO STRINGER ,KOR DRYWALL SPACING -- H SECTION VIEW "E"" SCALE: 1" = V-0" E SECTION VIEW SCALE: 2" = 1'-0" On F F 2x4 ST( 2x4 NOTE: 2x8 J \ DRYWALL STOP NOT SHOWN SECTION VIEW ""C"" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ PER CONTI \ / `V I STRINGER < — OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 4 %16" LVL W/ SIMPSON H3 ATTACHED W! 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G"" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = 1'-0" 1 PROVIDE SOLID BLOCKING BELOWALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW 1 POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING�R 2X BIOCKING PSON MTS12 w/ 10d x 1 1/2"AILS \ D OR 2X BLOC4f.ING 3F�D RISL, / VARIE ECTION VIEW "H"" SCALE: 1" = V-0" C'4 N` , LLI Ef) w -- d ra as C= En u- 0.. ©�cc : <3> y o. ) y C j a UA la i4 ,..^^•5`0w�� �\ [[ � F \ N To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal: N QW ,t E �i O N O y C 0 r 0 (0 G ��� U) 0r�� 0 M Qj M LL 4 o LL W La, a Y Co Z = Td v n 0w�v Qi Z 'C N Zp o W � a, rn m Z LO N Z Q J co IL N O U � O Z 0 co W DO M � rdM z cV O Z M Co Z r a - N M � z Ci o 1 LL 4� � W 0 w $ N �M C? W � E AI''•.. U o as c W z M co z o 141 t; ij.. O E Zo w. o o t= pz10 > a U UO E— g . oU O N L a. wO Q 'Z X rY c Z oY m p zz z N J `sue ¢w ZZ r?i 22 ¢� wZ H g o a Q �w W rrg =F N z owF 2 o w >O a CO o r ZQ o U� c O 4 y 2 0 d' C'V CO N L M M co N LO N 1 r �.i f••e` V p0 60 U C%) m T co �- O L0 N LO .0 N o CD C3M G� r N LO N r N C 00 to o Z Z 7 E T 2cu cad a .. .a �? U .� Q 0 JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. S T 112 C Cr 0 a M N I N 0 LO c0 LO to 0 I coo uo to I ;v 4 C 0 Cn 0 P2 flo N O LO 0 to Lo co 0 I 2 C Cr 1 N 0 i v E C E 0 z `v J Cn N r7 v O cal 0 i d: 0 v J a� t� v 0 O a. N 0 fo 45 0 0 a m v N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONK. APPROVAL FOR CONN. if 1 X 4 APPROVAL FOR GONN, �� 1x4 P.T. 3116" 0 X 3" LONG ix4 ' �/ FURRING ROWS 3/16" 3-1/2" ,f FURRING 3-1/4" LONG X 3/16" fi FURRING TAPCONS (2) x TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING PER MANUFACTURE „ DETAIL O.C. 2-ROWS INTO „ 2 EDGE DIST. ATTACH .1 MASONRY THROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS ++ 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1l2° 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONIC 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN. / 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. /,, j/ (2) ROWS 3/16 x 3-1/2 / j /� x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7116" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� "-'— 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N•T.S. SS INSTALL WDW. SCREW ANCHOR -I INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4 MAX tr SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-O" WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. 114" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END------r- LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K �— SCALE: N.T.S. SS Z-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS CLEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DiAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B g„ 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 RE& (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (l % LIZ,- i NOTCH WEB AT ±5n - - - FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4'k1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d `•r SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4iY? 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "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 MOREIle THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS �c SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH 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 rL SCALE: 3/4" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL r. r r. L FILLED CELL PER FOUNDATION PLAN �R YP.) rHE S BRG WALL TYPE -T- j ' PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) UNACCEPTABLE INSTALLTION DO NOT DO THIS ®+ #5 REBAR (TYP,) ®®® # ®# DTD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T MAIL .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 STRUCTURAL SOFFIT `�' FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA f *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* /, W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" II_I— jL1_ _ �sr . g GRADE M - Z •D• e ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07,28.21 SCALE: 3/4" = V-0" 2xo TRUSS 2X4 SYP —` EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 4F/1/Gr� (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 rM 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 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - CI=F cu1=FT M Akin z O 0 2 U_ O w u- 0 @ FIRST COURSE �i `®a 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED r ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1141 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT 4 a. FOR OVERHANGS BETWEEN OVER 1 112" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •4 OVERHANG": 4 ' 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'-0" 5'-0" I INISH FLO • ..A .. ,. to A - s A ' �#5 BAR . . p• 1•D" a . ° P p b , . .• CENTERED W/ g IN TOP 4 . n •� • CHAIROKBLOC N - - 16K MONO FOOTING - f �a p oe SIZE AND REINF. PER PLAN - °. AND SECTION DETAILS , CLEAN FILL o A• to DIRT e; " STANDARD 9 90° HOOK N #5 BAR IN FILLED CELL, It STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF: AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. c`n N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY E4- SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. oc_2 C t!% I d •?': C r;� r i N ro c �a$aaaa�tllsa����� E� �'N OkO W � ° F .° �a�vw'EN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E F• 0 N - 6I Q a ao 0, n in��� 8 # LL M 0, +M1 a ' . o y — U OW 1 i N C � to a�o N W 0 10,M 3 co N Z < J co ZN O U U W ❑a fh � � � o o 2 z a N Ln N C7 p CoLL LU c� O,h LU o L ! = N c> F J E - s s c� ¢ N 0 �W M ch ti� o z �a Q E o z > ❑, 00 t� X O a 0 °� Q C> io a � W Z J U) _ U N O m0 o O � z Cn a -' Q W N :_ p g w z nz aJ 0 W W o ¢q ;o �W zl¢ of U 2 y O rn m d- N � M N � � M N N + �-- �- Oo 00 U) m M T- a--+ N _ 1O O C O LO Q r N CD N_ vLO - r-' E C 1 00 O z r_ B a? cc IL a t� ¢ a c JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO.SS *DIAGONAL SPACED'�- AT 16-0" O.C. MAX SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD TYP. 2X4 BLOCKING BETWEEN TRUSSES TRUSS SECT. A -A \A G.T._ CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING A WEBS FOR NAILING SYP wit-16d @ EACH TRUSS MAX 24" SPAN (EITHER USSES HIP WEB SIDE OR BOTH IF REQ'D) G.T CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY, FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 T[ IT[ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB g 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 MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� DIAGONAL - AT 8'-0" MAX TRUSS T 7► SCALE: 1 /2"=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 42 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-j CONC, MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" WOOD TRUSS -� p` PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS T IL STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DE A SCALE: 1 /2"= V-0" 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 PROVIDE LAP F. SPLICE @ F.C. REBAR 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 P FLOOR TRUSSES @ FLOOR TRUSS FOR AN t 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HID,MIN. 5" EMBEDMENT PER 5401 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a@ EXTERIOR t WALL 53 SCALE: 3/4" = V-0" 2'-0" MIN. ip LAP SPLICE 1'-01, 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. L� o o I o 0 0 0- 7 1 I SPLICE 0 o I 0 0 0 0 2'-U SPLICE BEYOND 2'-0" 10 PART. ELEV. VIEW G z7z� �■I��i��l��l��■Iv (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. 24" MIN. (2) 2x8 P.T. LEDGER LAP SPLICE ATTACHED TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" o.c. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. L><j DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT, IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT r50'_� SCALE: 3/4" = V-0" WOOD TR 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 Vx24" 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 112" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASOI SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\_10,4-MC:K1AILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6)•.162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 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 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 SEE 53/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 CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (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 MASONRY W/' SEE FLOI PLAN FOR MO INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ Izz ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1'x3" TITEN2 SCREWS @ 16" O.C. /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 SCALE: 3/4" V-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 ISEE 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.-7 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED SEE ROOF PLAN FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. ' ` (TYP.) o o I 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 o o I 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "Hit 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 w EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO v 1x P.T. BASE NAILER ONE SIDE OF THE a 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 z EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T ORD BRG. \—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. (1) #5 VERT. IN FILL CELLS (SEE TYP. "S"MORTAR (TYP. FOUNDATION PLAN FOR LOCATIONS) ) U 8" CONC. BLOCK (TYP.) PER UL905 ? _j ga 1x P.T. BASE NAILER a 6x6 Wl AXW1.4 WWF. N 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) - o T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 811 (SEE DETAIL) 2-STORY PARTY WALL SECTION PWO SCALE: 3/4"=P-0" PRE-ENGINEERED— FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. ---- (2)-1 X 4 P.T. BASE --� NAILER BASE BOARD PER SPECS. CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� SEE PLAN TOP OF PLATE `—TOP COURSE W/ �----- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW 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 TOP OF SLAB 0'-0" F.F. 00 VARIES WITH _ N SITE GRADES TREATED SOIL-,----� - - _ SEE PLAN -- - - - O - - 3 #5 CONT. 20" it TYP. 2 STORY WALL SECTION 55 SCALE: 3/4" = V-0" REV. 08.20.21 N e N ' Uj W Ln o �. m � m, © 1 .r• � v 0lt vlv ' �C1 Y a cs U 0 ....... 4F . !, SS10% 'i/,(/4111111111l4e00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 11- a£ 0 4 8 5 6�'�ti Co (A 0 N cn � C> 0 M� � W 4 C J � LL W 0 W J LL W 0- C1131 Z L 0 2 0 >r M CUCm o Wr�24jO' m uj Z N co Z d J J 1- Z O U < O 0 co W 0 0 z � � �o Z � N z o � J a 7 Ln z c � U 0 4 � U O o N �N � U w � 2 8 I z� _ U o N ¢ 0 N o �W M O S zd LL c E wo ono >� EHN o Woo� a@ ¢�w WomZL C - Y �o 0 O¢ Z a ¢W Z aNi 3 8 g o W U wi ao a T, W1, CD o� �3 =0 J �o Ww Q Y w � � ao � OK zl< O- U 3 0 2 O C_ co c� T N LO % N T Ob oo co m M �— CV F— O LO oLO C'D N r 04 LO r E co E 0`i m .. 0 z Z N Wca a U 0 Q p JOB NO: 22-06565-06560 SCALE : AS NOTED SHEET NO. D 1 3 -v v o- N 0 .a ¢� th rn N I C, N J LO cp 4C) Co 0 CID cD LO I v cn 0 0 Q M N I 00 NM N O LO LO ro 0 I LO co I N v ) 0 Q C" N N C a E co N E a 0 c J y cu i7 0 U v a vl v 0 i E 0 w 9 tZ CD O a _o N 0 R v 0 Q m v N 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 e 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tl 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 STRUCTAI ATH 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 RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO 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 asrO# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (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 rvyonuvv SELF -ADHERED FLASHING DECK JOIST rv-�onuvv 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN Q WEATHER /E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0� 4SHING WEATHER RESISTIVE BARRIER SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING-� 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF Q 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT Z EA SELF -ADHERED FLASHING OUTSIDE CORNER W W > Q a n. 0- d = W 0 v W W rr W rn J I 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 XCH HERED FLASHING 1 2 4 5 r------------------ T; 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 �< BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs Or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No, 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. V '0 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 GD paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 RELADH SVEASSHEASE PAPER TO o EXPOSE 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 A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 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 clutters. a FOUNDATION WEEP SCREED i STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR I I BARRIER 3-1/2" INCH FLANGE jl 1 I I I= u THIS + NATU DO Nl DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER MRB) - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS>_� FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C-4 Q m c;*,i s . Z c_o 0 N CV C7 m 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ' E O fi o ��,00 0 0S. h ti M 6 M 'I' LL 4 =-1 ��i� 5 LL W a o Z_C 0 w ° N N N W ��6_j6' S m w LL IL Z 00 N N Z Q J Z OU 0 0 W 0 00 z EWE> N z o � J - a � M Nn z W o LL cr> � V Q w o (/i c N N r- u) v 6 I - E MINW ; 2 w . C) o C co a LO 0 • .0 �m CD COz¢ o Z Za J Q E E OV zo o Z� <- � > __® oa I� _ XO �� o O E M a pZ �o O Z C - N Z¢2_ OY -0¢w I o ZLL Z o<W � ZZ Q og aZ 0w W �o �E r-- o w'. >_ co 5 a 03 °O aD T ca N 0 co ^I- i T C'4 M CO M CY) `> = N CN I �- 1J Cr 00 60 U U) m T N cO F- O LSD N 1 -) .0 o M Q T N LO CC6 N E Cfl 00 ° Z M �, T 2 c C W' 4 • � U � Q p c J JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO. WP -41I ' May 27, 2022 Florida Department of Businessl4 Professional Regulation Pagel of Building CDdes;and Standards 1rzs2ozz N = CU a) �J -0 > - U - i�MII.-NIiE8I OFi MMIIlaOIV W 411M111I 1111a111l410 -fI!F 111 5dIll19 A -I -ON'V%.ll ttl-kIF 40�0-%-'-q%Pii ,r-----v IIm . I �'i i t `'T 1 �PROVAL 5FJEC FIB tTI l SHEET (202) II-, 11 "I I I - 11 - '' -- '-" �-'- --.-1---'-,--- -.- -' '.1. .1- 111 � I "'.- - ---' 11-- ----. " -, '."", - ", , -- .-I .1- --.". "I'll ----r-- "- V-1111-1111---, � , ..._.Z_-,.�,.,.-�,�,r�,1-11,11--�,4Z-,:,,,"",- -'1---1--"1 11- �--- --r-, %---1--'-' -1-1 -1-11 �;� '- -1-1--.1-1 v%�--- 1, -I.- - -1 t--'----- 11-11, -1- I I .- I "I�,---��---�7- Product Approval Application Detail a) '- -0 (D C Q O >... a Entn nnDate €U�ountingBra> ots(10G",ei +1/2e X+1(2' 7t 2-12" 0 o ,f • .. -- .- ', -. ' As required by Florida Statute 553.842 and Florida Administrative Code 91372, please proiil the in rmation and approval number's on the building components listed below i# they will be utilized on the construction project for which you are applying for a 7� version MailuNotureComa; Validated Bvalidated $umideF50Apoogg{rQyag �taW -,,, Revision 2020 Therma Tru• Corporation Ste-a)asperson Lyndon F. Schrtndt,. P:E. Ryan King, P;E. 07123121320 07M212020 0712 M20 1011312020 Approved Category: Extarior Doors (t100) 843-7828 PE•4340g (813} 787-B555. a a npp SupCatoggry: Smrii lrlg Exterior Door AsserrdaSes l-personCth mratr . compliance Method: Evaluator, Reporttro n a m Florida Registered ArchtactoraLicensed Florida Prd'es �(U -�� ^' ^, f� ♦ ♦ (D ♦� a) v, V �--'e �/ / ..,- ere Mfe c - -0 `) `v � �/ O -0 -0 � •� w 0 .51'°!nl""* �r�+�a*ri�sikaduem' r - „- ,,"- ',Engineer .- ,_. _ _ _ -_ ,' sc• -. .` _ _ (MaY be Litt to � - ! Sm Anchlor edu,e Qualihr Assurance Approved for Use Amara vM for Use impact sMn S-* Product Model. Number. or Name Product Desdriptlat. CantractExoirattm Dais inHVHZ, ,DutsrdaLHVHZ. esiatant Pressure 1 a Tttarma-7ru Fihor Class and Stirwptn-Star Nominal 8&Aldquot,impacAqu t; Opaque IMI12022 'Yes yes Yes WA " O = -- M O = {„--. j Cate ory/Sub to or f +7 '-.J' ' l Manua turer - ` Product D Description $� A royal hum r s P. Test Pressures Esc . Date RY IIL i»�1:3410 S7Lt.. p rram..* B}eYa:�` yy yGauge) " Composite. Edge Fnberglew Single Doer nglOutewnng; X epnfiguretidn) Nominal 2 u 7fierma;Tryflber-Clasaiciand SmaolhsStai Nominal9':88qupt:impaet8quot, tYpaqua 12131I20a2 Yes_ Yes Yea NIA M O -S J �1W� Q • DOORS r iy� � EXTERIOR DOORS Bolts tI� -. h , 1%2 € o,i 5 iti .. ryp.t ,, qq D W'•9' - 11 ,Sidelo Composite) ilhalalWnglOutslwing XD OXor OXO: No urajronaY g 3 o.Therms-TruFikaar-ClassicrandSmodth-Stsr:. Wpminal.84#3068puotlmpact&quo1;,{]pacJue 12131f2022 Yea': .Yes Yes WA Compad 1dge Flbarglass Double Daa'wlth., vAthout Sldailtes(IrsavinglOutavlrg, XX or OXXO - configurations) 4 d Tnerma,7nr Fiber•C(asskand 5mmtri•srar Npminai 88#95D 8quot;:Impactaquol ;opaque 72191f2g2a. Yes Yes Yes NTA CompgseEdgcFlbaOlass6ngieDoor Co(In mposite Edge Fib o lass. rafion) /�^1�' (n W L -M+ �C- .� (� ai � 4+� I-- .� _ c!) Q - �y � �y, �,� s A. A. 'Mtn I ING ThermaTr u 3 k" r I .sal S v -St F�be ' a �c and moth ar (NON -IMPACT) F L204a1.1 �' 57•-7. t - - 111 ThermaTru Finer -Classic and Smooth-StarOMPA T FL 04 -- + 7.01 7.0 psi 1 /31/2� ThermfaTru . . , �"+ �a p�, ,//^^�6a Fiber -Classic and Smooth -Star � �j �*�y �^p F� rV7VR7ti.4Jd'G8L7.41 �¢�y /j j Q�p'� �*y - �} +��. j�"�I�'�►+'g+y 1L11LVi.G .. # s i Dori€rig scrgvys 5 e: Thenlia-Tru'Flber-Classic::and Srtwath-5'tar NominalB&93g;08quoklinpact8quokppaque 1:713112022 Yes. Yes, Yes WA Compose,,aeFlbarglaB %ed`or0 Sdelie(a) (Iriswng/Ou +,ing B. .SLIDING MI Windows and Doors Series 420 FL15332.1 ' FL15 .5 -i`4Q. 31�4 � psi 1 1 4 1-7L�7 PGT �e L ?irti Series y7 It �i yjy]f :+i Il l fi h A -iSP'l lei - Fi �it✓1i 1 4JL1rP Oat ^ iD a i Pam`? l�}- s [� it ..7Q l 1 A / 11 _ i +'Fi V 1 A ,$)/�n V J conhgannions) B f. Therma-Tru Fiber-Clasaicand S ooth:•Star Nominal8& r17 8quoklmpaGBquo'Opaque 1201t'2022 Yes Yes Yea WA CompositeEdgeFiberglasstroupleDoorraterqr V! it��omEdge " - l'1tlrrione s)•api: i1iL In ant �"P ) washeC8 , ... Front Cross Support vathout S4lelitea (IriamlrglOUtswnrg; XX or O)XO pommel 413 T g.Ttierma-Tru Flber-Classic9nd Smooth -Star Nominal 8'8 $quok:irnpact&quokGlazeq 12Y312022 -Yes, 'Yes. Yes WA Composie Edge Fiberglass Single Door (Ins�ng�OutsYdlp,X�nfpuratron) $ N Therm -Tin Fiber Classlcand SmoothSbr Nominal8'88quoEImpact$rquok':Glazed: 1213112022 Yes Yes Yes NIA - ComposRa£dge Fiberglass Single Doorrridt Sidelte{9) (InewinglOutswing, XO: OX or OXO'. Conhguratians) 8 Therms-TruFlber•Casaigand$mogtftiStar Nominal $$#3g;88quotlmpactRquo;Glazed 1231f2022 Yes Yes yes NIA 4 C. SECTIONAL Wayne -Dalton _ Series 8000/8100/8200 ##1105 (8X7) FL8248.3 +31.01-35s0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/82 �#1123 .1 FL8248.10 -` - �30.O/ 33.5 f 12/3112023 Wayne�alton Series 8000/810018200 #1124 15X7 FL8248.11 +M.4I-38.3 t 12131I2023 srruCr�l ya I@CUtYOW} Compoelto, Edge Fiberglass Double t}afa• with at wlthoilt Sipelites(lr,wngic) Lsging,XY.or OXXO configurations) 1 . Left Bracket yy,. ff:q ,,ram yy I�iat.a6ier lr µ a.� U J '.. ,.. - _.. l*�Se€fC1l- 1 ;�atr�"rM5�€"il`ll �lAiCk�LS �t � � 9 ma T u Plber Claeel an .Sinooth-Sba Npmi 18' D 1m act& not Glazed: 92)31T2022 Yes, Yes- Yea. NIA 1 Oa:.,..- &qu1?k p q .. ... o oel. elEd bs I"es Cmp. t, ga Fl ...iga Sin9)e Dope , . C�. METAL L4U�EFtE€� �l�S Curries Division ot'AA'C�IC�T Inc '. 607,707,17271747Tand 847 Single �i Pairs of Gore FL1157.1 : t N/A see' rust sit 1213�I2025 t1 p U v �C r6ss' Suip art �r1Y:D.rlir v� rl� ii ' (Ins}ang/Outawnp;Xaonflgurabon) 11 k Therma-Tru Flber-Classie"end smooth -Star Nomina188,;noSquotlmpact&quaq:Gfa2ed :1:2)81'20Za Yas: Yes: Yes N/A (#yp€cai; 3 each slide far hurr€tane Composite' Edge Fiberglass SinglaDoorwAth Sid elts{s)'(Iilawing+0utsging, XQ,-0XOr OXO. eejj j q,j�,} 2. WINDOWS € t - e l COA19urstione) 12 I,Therma-Tru Fiber -Classic and: Smooth -gar Nominal 8&0&q.cUnnpact&quo%-Glazed IM112022 Yea Yes Yes NIA Composite Edge Fiberglass Double with or 5jasl't' aualj eo° w.ugmpw14f1"i'"r�HU� �B�• IhnN3�meadaiVmebpnnsmaid rc vAthout Sideldes(Itlswfng/OutoMng,XXor=0 13 m. Therria.Tr, Fiber Classic and smewth-5tar Nominal 6&configuratio#38,88quotJnprd&quat'Cpaque 12/31 r2= Yes- Yes Yes WA inwArs/O:Edge Fiberglass Single Door vMn SquokNorrlrnpact" Sldelite{s) (Iominl6&N Ynrig NXO OXO cpntiggrations) J� A. SINGLE HUNGMI s jj, r}pp�+ +spy {'�e�../y Windows and Doors ,pin �+ Q,� ernes? 185 FL17499.2 g T .01-60.0 . f /'� j�'�Ij�+'yI 11.,1/8/2023 PGT /7�y (�(� Series 5500 ' �}` �] FI-239.2 NIA i LN v 7}3012025 loxgr 14 n:Therms-TrU Fl.bar-Classkand Smooth -Star Nominal88#39;88quot;ImpadBquoT./7paque 1713173022 Yes Yes Yes WA CompB. &qut rrpaot&quEdge oLSidlass `its�In�ngtOutsWn9; OXxo HORIZONTAL SLIDER MI Windom and Doors Series 188 FL15351.1 +55.01'55.0 psi' 2/18I2024 Florida Department of Business & Professional Regulation I°�ri MY Building Codes and Standards 17tibrm l PrriductApproval#Appiieatlon Detail configuration) 15 rn; Therm-Tru Rbpr-Classieipnd Srtroatfr'utar Nominaltlang D&quoY,lmpagk&qutn, Opnnua 12131f2022 Yes Yes Yes N/A Compositg Edga Flbergta5a'l l ll.; nth &puck No r tin , &'.o rndelite(s) NOmIn 1a&;1QYl,9;qu On ct&qudp�Pigm ,n) 15 P� Tnarma•Tru Fbar-Claaafpand Smooth -Star Nominsl9&,0 &quilt Imp¢at&quat; opaque 12i31 /2Ua2 Yes Yes Yes NIA. Composla'Edge Fiberglass Double Do or vah j�6 }'� tsar. FIXED y� rA +� I+w M I indo and Doors g Series erie 7' 1 8 +y q +9 F L1 5ay- 49. '1 "'�Ify If'yI �*y 1�y �iG 0. 0/ i4a .0 p /j Tad f ej l�'��j 'r"113/202 PGT Series 5520 FL24 . NIA 4/30/2025 &qpp,;Non-lmpect&quilt}Sdenbea(in�u ngt0utaynng;. OXXD cpnfpuration) 17 gThe/ma-Tru Fber-Ctallsic: and SmoothSlor Nominal B{kk38'8 $quokNonlmpeot!{quot Opaque. 1?131f= Yes Yes. No NIA D. MULLION MI Windom and Doors Seines 5764 FL15353.2 NIA 12/31/2024 ;Coda EME ttv or pia Data Dew Patine ,�5q IYea version Manufacturer cahoot. Enarneer&bkensa ilelldafed By VallckIld. submitted FBC Aooroval ADnroyefl Status'. APtlanailoh 20Zb Stroll Vent Product., Ina Michael Glasem Ha r a. F, Noraro P.E Loeee Sol RE. 121'I&'202D 12119/2620 1=872020. Approved Cmeu0n:Ecruclural Components (877)441-8388 PE73778 (334)XD-180D aubCategarl±: Products Introduced Result:or finodsmanventoav N-T-hnplcpy. Compliance Method: Evsivakot Report #om'a Ill RoOsterpd-Arch Architect- Licensed Honda Prore etiond Engineer {, _ , • , - Composie Edge ' xcoafi single ,Door (lorrli alll a9i8 Xcohfrguration) 18 r.Therms-Tru FiWer•Ciassic:aI SmAofhStar Nominal8'8 "Non lmpad8ditwk Opaque:: i213112022 'Yes: Yes No WA COmpgsitc: toll Floeiglass Single DaOf with gdellte(s}:{InetMnglOutsadng; XO, OX or OXO configurations) 19. a. Thernel Fiber -Classic and Smaofh-Star. Nominal 6&#, 9;8&quokNon-impad8quot' Opaque 12)311207d Yes Yes No NIA Composite Edge Fiberglass Double Door Win or vvimout Sldelaes (Irrsviirgioutsgang; XX or OXXO m u one 9 a 2D T - r ssib and Star Nominal8& 0 'No m &nm1 e' t herma Tru Fibe -Cho blrwoth Opaque =1l2 Yes Yes No WA O a u 022 Composite Edge F)barglass Single Door X oonfi3uraiion). mi g'� ,f/'��. V p�� �+ �y Series 5500 F ° 12161.1. NIA 5/26/2026 E. OTHER - ++}} a7. PANEL WALL �qy,.. SIDING A. �•�'Tr<:i'.l�iirl l''. 121311.203 �g Q C C..*,%.&q A. '� � 7 C C' W N a ,._ - , .. . .,.,..__ - .. rod to t Ielsta PoNan oualttyAssuratce Anorovedfor Uae Apnroved for Use :- P rind ode.Number m.Name Product Deacriotlan Gcintraet Etioiratlon Hale In HVnZ_ outside NYH2 easlstanl Pnra5ure. 1 emanVant Model #1540-5t0 pual Fencnm Flood and V.ntllaaon Vent 12r11R023 Yes Yea N!A +100F10Q 2 S'. t. + , modVan Modat#d840�5f D e .. i ua un rim Flood d Ve IahonV 't 1 1' 0 3. .,. I F qn N en 213 12 2 Yes Yes' NIA 100b100 .. ,. ,p ,... _. 3. 8inartVonl Modptl1540:52Q Nrsulated FtoAi VanY- 12iJ112023. Vds Yes NIA +10pf-1D4: 4 5manvent,Mpde1#t54b521' Insulated Floctl Veni 72Ci1kD23: Yes, Yes NA +100Fi60;. S'. ,SmanVani Madel:Y}'154D-5�i4 76&qutl;f5aape Door Flopjl',Veiit' 12"31/7tl$y Yss.'. Yps NA Nl¢,. 6: site f�. 4 Sin Vrd lnpd6 il1b 6570 Wood VdAll lfi stated Flood 12131/2023 Yes, Yes NIA +1WF1Db" 7 SmanVent Maiigl #15g0:574 145&qua. Geragp Door:FlUant T2iSiR023 yea Yea NIA NIAY _ .._ - J guest +� i B. Building Prod. _ . -... �` emplank Lapp Siding and Her+diePlanl Lap. Siding __ FL13�182..1. FL119 (InsmirglOutswnrg; 21 u. Thermal Fiber -Classy andSmooth-Star' Nominal8ངquotNon-Impacts:.' Opaque- 12131/2022 Yes Yes No WA - Composite:Edge Fiberglass Single Doorwitfi.. g e Sidelte(s) •(InsvvinelOutsMnq, XO, OX or OXO confnuraapnal .... , v:: h 'r a T - ic: n S - 22 Tam. mFi6ar Class. a. d rclopRrSkar Nominal8g,48 uot;Non Im silt& uo40 Opaque 12131J202Z. Yes. Was No NIA: .. 1 p 9.. , 1 q Campo&Ike, Edge Fiberglas Ddunle Otior whih qr without Sldelites(Ihswirigl.-Iliing,,I - Ox?f0. confpurapons). • 23 v4 Therms Tr4 Fiber-Classic+and SPnookh-Star Nomnal.9,8&gugtNon-Impact" Glazed t2131i2022 Yes, Yes No. IJ/H r .. Composite'Edga Flbarglass Single Door (Inawin,.1&awing Xconfigurabon) 24: w Therms-Tru Fiber-Classid and SmpodiSlar Nomms)8&N39;88quo1~I#m-Impact8�qunt; Glazed 1213912022: Yes Yes: No NIA Composite Edge Fiberglass Single Ocrwith Sldelte(a)(InawingiQutaatng XO, OXwOXO B. S ]F FITS yw1� A'"��y A l ids � +�i �/� t6�. '..J7 ,1,Eeye1 S �11d .and '�erl *+w+ r Vinyl �sa,t �.s �j �q °�.'�`]� :': � F L1 '+.as f ..1 : FL1 4AliL L �y , I if .j �.a f ,�' }` 7A.r. 'V6 liR.4f, pa?. ' I�'j � � �1L7J� ,. i A I a A lum ruin I c, -h f n S I d: rid '�l°e led f i ` `p+�y S It ewlt i 1Gl n � ruin L p F 19� RS. 2154. 54. 2 '. -.r i 13�y� j:+ry�y s� 7 1.+tf ii�RJ.tL,. C. i)Tl-iER ,_._.._ _ _.,.. ,____,. ,.._. ... , _ _.: _-.,-_-. ...,.. _.__._" _. ,.,_...-.. .-...__,..-_-__ Flodda Department of Business & Professional Regulation Pagel ar • - Building Codes and Standards. ln4MV Product Approval Application Detail configurations) 25 y. Tneirl Flber-attescand Slnooth.SFar: Nominal fi&p3g;$&puokNon-ImpaG8quol Glazed 12131T2022 Yes.. Yes No NIA po rig l>arglasa Double l7opra+a9l of coin one E 9 FI without Sbelkes (Ir`eMrg/0utswing; XX:or 0XX0 .. PO ?8 z Thenrm Tru FINar-Classic and Smooth-5far Comps1 to Edge Ingle D quota Glazetl 12t3AJ2022 Yes Yes Np N/A Composite-E:tlge Fiberglass 3ulgle Door (Inswiregl0utsmg;.Xconfiguration) u) l.sJ C C3 = =r, p =. c"7 cc v N 'O m - � C t'j' �- cc O - p,�yr,�l,�@ a �' PRODUCTS i� Mr 1 e7 - A. A S P HA LT S HINGLE S GAF lYy �,Ir� �•. �+r p� 3 Tab, Dimensional 1 .e sional F L'1 01 24. 1 ,1 l 7r Ol• j'� 1 211 6 2022 f ;,r} 27 za.Therma-Tru Fiber Classl itld SnmottiStar Nomin,dB',0"Norrimpact&vl..;Ciazed 72Y3112iYZ2' 'Yes Yes No WA. Composite EdgeFibergfessSngl.Door veith Si"ble(s); (Insmrngloutsmrng; XO OX a OXO 'CS N I N G ba N ]C B. UNDERLA'Y'MENTS Tamko (leer Shingle Roo 15Ib Felt Underlayment FL12328 NIA i. �j J' illy �j 6/29/2023 C9ge Entity ar )R 1 bate Pantlma ,(ga VeralM iNanurapturtu rCo dace �rinarear s. ricense Yairdatad rw i i 6upmltted Fall Approval Aoorovetl �3{g„ Revision 2020 Drsxol Metale. Inc, Jason an rnata Zachary R- Priest Locke Sparer Ill OBrionoza, Oa10912020 Ca/20P2030 10112t 020 Approved: Category: Roofing Met (o u"I. 1511 PE74o27 t334, 300 t800 $ubCa[egory: Metal Racing :Ishunrefepjprexmet.com �amut altce Method: Evauatlon-RePpolrpm a' irrlda1lone a1derhAantm.aCleansedFronaa. Prafasslonei Engineer '' ..: i 79 Ra.ProdL t4 , , ::. , ". ..." .. ;: , .: : ., ..�""'^'TTrr , < .:,,, <d• ., .::: ,. '.: , .. ,. , ,,.r L,,,": , .:,. ".' ;: : ,, `:.. : ,.: ,,, `:^ .m', " :i r,` :. ir'r1 ,",,. Ou lsV Assul Approval for Use; AiAerrlyad far Use Impact, bell INN ProduetModel, Number or Name Product oeserlotlon Cmitraef..Drolrmlon Oafs In NI outside NYHZ ftellwala Pressure 1 DM%el'Mela1 Roaringsy9teil DMG10IDMG150SeOMC175s.DMC20D$, 12131RO25 ras No IN FA +-oI DNC 5V mnfpuations) 28 z6.Therms-Tru Fiber-Classicand'6modti-Bier Nominal8',0"Non-Impact8qugf; Glazed 17J3112022 Yes Yes No NIA =sIte Edge Flier i;ea Double Door Win or v4thout Sidelites (Inswa ,0ubw n XXor OXXQ CanfpUraliana) 0) C- 5e � ..., � y O ff.. 4 - � O 1- cc - ." = °' 4.. N � == •�, Q q ®- U xYf,7�s,71 i1 1 � Inc. /fbr Tile Roof) P I rr w3 - 't 1 POLYSTIC TU MAX FL5259 NIA 1 1 3/2023 C. ROOF IN FASTENERS NOT USE D. ROOF VENTILATORS Thompson Arch Fetal .0 amp:. D Ridge' Vents FL1i6918.1 - FL16918.4' NIA 9I912026� - FlontlaDopeitmentofBusiness&Professional Regulation waclor2 Building Codes and ut`tancatds +=21 :,'. Florida Metal Products, Inc 'dent RV IO FL21 0.3 NIA 12/31/2024 �y'j +� 4��*y Lomancog Inc DA-4 Ex'ahust Vent FL17202.1 +97.51-97.5 psi' 121101.2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 ' FL7849.28 NIA 12/31/2025 Product Approval Application Detail Boral Tile Saxony 900 FL7849.116 - FL7849.20 NIA 12/31/2025 FloHda DepartinentofBusiness & Professional Regulation t%ga2of4: Building Codes and Standards- nrzdrmzz Product Approval Application Detail EntNya p � FDate aQA re � v� Manufacturer .y; EnWrwor&Doansa vapdameav Y.ltg8t8� FBCAplrbval APalowa , Revnsaon 2g25 MI Wiindays and Doors Brentek8nger Luis Roberto Lomas Steven M Urlch. PE 1010612020. tW&7020: lonar2020 127i'scluc ApprrNed �ogatoonn,sIBdetioDoors 717irg.pe30xd.- PER614 7)31784p4 9ubCatogOry:irAng Extgrla for Assenf>les bslnhger Compliance Method: Eyalpatityt Re1!ontom a Florida Regiatored Architect or Gcansed FlacMa Professional'Enginear F. METAL ROOF } �+ Inc.(�(� Drexel Drexel Metals, c DMC 100N DMC 150 5 DM 1755 DMA * , r �+.}� 200St DMC VM �jQ FL176f 9.1 Qi +01'1Li0 ! �.6 12/ 1 /202 Y codet dr �t .b&i D tjl" _T� Vens* Manufacture r Contact Enal ilt icensevalidated Ol Nallda $uhmitted FaC.Abpraval A roved Status :.ttf-"R"3iiA`.itfl4ri'if21i 1 i duel durance. AlooWofaVae Approved fa Usa )fulail( g§g)gn evl l ' 202 ha • - R s, n Q T ribs TN Corporation Soave64 a_T on Lyndon F. Sohmitlt P.E: Ryan J. King; F.E, 0471520a1 12r3112026 Og1222021 0610812021 Approved C e ' - 80 8 '70 6: : d 81 -6 -... at ,:Enter rDao" 0 43- 2 P 3d09 9787 558 gg1Y _.ro.. _ra E.. $UbCakegofy. Simngmg Eltenor Door Asserribrie6 slasperson�ihormatru:co Compllance Method: Evaluation Relmrtfrom A m Florida Registered Architect Ora Licensed Florida Professional Engineer teaA ProdUa3 Motley Number or Harris' Product scdotlan Conlraet Esblradan Date :ouialde HVNt e 1 P Iir HVWt a-$-@3'dN( -L9 1'e 1 :S fE3420 ALUMINUM Sr�7 SERIES 47QALUMINUM 9GDC?CO 1213t1202d No es :o 145-314"xNO&quaS; NON -REINFORCED 2: BERIES 420ALUMJNUM 5GO. SERIES 420ALUMINUMWD OX,XO,XX i2151a,124 No Yes No WA. asaquot;x,80 al; NON-RErNFORCEla j ,SERIE5420ALUMINUM SGO.RaNFORGED SERIE5420 ALUMINUM SGD REINFORCED OW 121311207A No Yes No N/A (n STORM PANE A. T Global Pr is teal odu� P els Gat�ani ed Bteel Storm Panels - FL 6 1 50 1507 FL1 7�.2 �,UA 13 1 2 12 1 20 2 ,. �y - a All American Shutters Glass , G.al nized steel Storm Panels FL17869.1 ` ,r ,�6�l 9'ar'A. rl2 ar#� 1 31/L L ,` _'. < . " :_ . , Ffiilf>'Arodaeta -` =' '. " "L. _.._ . _ s'{ _ . 1`. , • - z < ' - -. . -, -. - . - r IE8420 NUMquUM 1 4 4 QFR ALUMI SGD RENFOROM SERIES 420AL) 420 ALUMIN SOD ftEfNFDRCED Ox-: 21311202 Np. " - .... » gy{91lty AAeUranea AcomVatl�.idr Llaa AGDrOVad far Usa ImbpCt 51 � .Seca Waduct0.fadel.Numberor Name ProductS&M8Eln CanlraM Elmlradan Date into- Outs ye FlVFIZ Raffles Pressure, 1. a.Therms-Tin Fiber-Gfassloand Smooth -Sinn Nominal 6&fg9;88quot;lrrgract8quok Opaque 121311202'+ No Yea Yea N/A Composite Et.Fibegiass-5n9le Door (Iomial884swh&quatipgumtion) 2 <?.Therms•-TruFiber-Classic And Snxx3th.5tar Nominal8&N3a88quoklmpact&quad; Opaque 12f3'IJ2022 No Yes Yes WA Composite Edge Fiberglass Single Dparwith Sidelit®(s> rvc) ng/c"hrisrringI XG 07C ar:OXt7 configurenon4) 3 c.Therme.•Ttu Fiber-Clessioand Smooth.Star Nominal 6',8 8quoClmpact8qnot Opapue 1215JM22 Ng Yea Yes N/A CompoefteEclge Fiberglass Douflie b O%gih or vathout Sidelines (fnswirplOutswir XXor OXXO comigurath"al 4 d. Therma-Tru'Fiber-Ciassm and Smooth -Star (Nominal 8&if.30;0 &gUat Irilpact&gw* Opaque 121311a022 No Yes 'Yes NIA:: C s' ,..,E e.Fib ' ei la Do:. r pmpp Ile rig, argasq rp . (Ihrnlnalbutay4ng %mrtiguratlorj 3 e. Themta•TruFtbehClassia arld SKspth-star. Npminsl B&N39,4 &qudtlrtlpact8quan opaque 12131f2022' No Yes Yes W!{: CoefittlEdo WnY Fiberglass XO. lmprwtth Sided iGa(s)QnsvnngPOufavnng•XO OX or OXt;T conngUrailon4l 6 f. ThemiaTtu Boer CItt hand Smoeth-Star Nominal 8&t139'0 uotl:_ a uaLO Opaque 12111t`202- No Yes. Y '.FA &q , pt&q ._gig a N Composite. Edge Fi berg less(}ouble%!Ilwth ar w4dloutSldelltes(Inswing/OULswfng,XXcrOX%0 conPlgumtlons) 7 g.. Th8mra-Tru Flber-Clselo and Smooth -Star Nomina168J€ 8quotlmpact&quok glazed 1213'I72022 No Yea Yes WA Composite Edge Fiberglass 8ir121e {)oar in_ 8 h, Therma-Tnr Fiber-Cfass,(eand SmroBt-6tar M#AS&quo�mpect8'quok Glazed 12f31/2022 No Yes Yes WA Composite Edge Fiberglass Single Door moth adeide(s):dnswng/Outswing;XOOXor OXO. CpnfpraISMb) g 'i,Therma•Tru FiberSiassid'and Smoth-Star Nominal 68#38;8 &quoklgtpact&quat, Glazed 1213112022 tJp Yea Yea NIA Compositti Edge Fiberglass Double Door Wth or.� Ytthout 3idaIitea 0nswnpl0uisvang:.XXor 0XX0 col"Nuratlonst) 10 j.Therma-Tru: Fber,,0all imd Smooth -Star Nominal 6&rfd9;0",I mpact"Glazed 12191t1022: No Yes Yes NIA Composite: Edge Fiberglass Single Door (InsvAng/Otitswfllg Xcbn,Pigumtian) 11 N. Therms Tru Floer•Ctassic a 'd S path-. -r. Nominal `,, oh o uot'G1 -..1 131 D 2: _ ... n 7YJ. 5ta N min.. 8z3'# 9,P &qu ..,Imps t&q ,,, , ?a2e. 1a Y1 2. N0 Yes Yes WA C sif':ECisFlu lBsa.Sm a ,,.r Wifhr ompo &:, g erg... Doq, .:._ Sidelhe(s)-{Inswnngf0{atsrnng, X0, OXorOXO conhinal8 s) Gia2ed 9213112tJ22 NO Vas. Yes NIA 12 I,Therms=Tfu Fiber-CFassic and STnooth-Star Composite Edge dge Fiberglass Double - Composite Edge Fiberglass Double Dporwhth 0r without Sidelines (InavanghOuton ina,.XX or OXXo configurations) 13 m: The -Tru Fl 7 `c S ribs bar-C assl and mootll-Scar Nominal 8''8& uo i" ac '6fazed Molded 12t3112022 :o Yes es ! q, k cop t&quan, N Y NIA pe Composite Fag tbeig single Open Edge -...(asaSn lo. Door llmvirgoutsvup; Xconfiguration) 14 n, Themirt a Floer-Cbsslc.and Sniorrth-Ste"r Nominal 5W39;88quoklmpact&gUl Glazed Molded 12131/2022 to Yes Yes WA OpenCom eE eFfbe Ia>3s•Sin la Door inith pe coed lg rc1 g Glazed Mold O n"SIdeihe s 1 - - loutmi g,. Molded pe () (inswing rig,. XO Ox or0XOcon1' urasans 18 0. Themm-Tru Fiber-CNsalc and Smooth -Star Nominal 6&d439'8 utll ) GlaZed Molded 2131.... Yes &q k rnpact".. 1 )2022 M Yes WA open Composne Edge Fibarglaes,DoubleAoot Wth a wihout&lazed PAdded ripen SidcHiles (OawitlglQUtawR1913CYprAXXOcanf4queatrorra): 18 p. Therms-Tru Fiber-Classic1.'-and Smooth -Slat' Nominal B',$ &quoklnipact", Opaque 17f31f2fi22: No Vas "Yes WA Composite Edge Fiberglass Silgle Door Aklltlal. O Sided s even 111utswrn'X[J or 0 n n OX _„ ponfgurations) - 17 q: Therms-Tru Flberw:tassic and Smooth -Star Nominal 8'8.&quptlmpact&qupk Opaque: 12131i2022 Na Yea Yes NIA C m osite a Fibe lass Double Croon 'th Or o E va rig. rig:.. P.. .. va hputG died Molded Opsn S'de des': (Inswlrigioutswing" xx'or'RXXO initguratlansj XO XX s86puaeDd)ad:quct; 5 &ERIE5420PJ.UMINUM SGO: REiNF(.tRCED. SERIE9420AlUMINUM 8t30 REINFORCED }_p;x 1us1i2aZ4 No A -SERIE o42C AL ua; Vas trio. WA CD � z - 0 " If � }+ ,r11 W /�' �/ c- U) _ CC t i < -*-a U O L, 0- ^� W'^ vi V , `v M M �+e+ a_ 6a STRUCTURAL Ct7MPC NEN 1- Florida Department of flusitless � Professional Regulation Pee, I as Building Codes ilgrtv2l Pfopuet Appravai Application Detail. ,A . WOOD CONNECTGRSI ._ ._ _ ....._...___ U-SP Structural Conn, see chart _ -. .... _.-.. {'"}�j S ANCHORS ` ' NCH V R �t r+� t y� �y Simpson Strang --Tie g era see s'ee 'chart ..: , B TM TRUSS PLATES , ITS Builrtingm Components Alpine Trust Plate., F L1999 1 ' FL1998..,, + NIA 1f 2/,3 , l �j 1 .i,ly7 1V+ - ;. MiTek Industries, inc. Truss Plates - FL2197..1 - FL2197.5 . , N/A 12131/2022 rpm EMIIv or 2dI ,lg Data Pondirm M IYE4. version Manufacturer Comas fnpineer&uceitise' :validated. By valldaree subalieae .Fat Aotiroyal PporoveA Status Revision 2D20 Nlayne-Dalton;:a dvlstenaOVeihan,l OwayneKMINIn Jahn E.Soates Jefr"R Art-. P:E, 1WI22D20 D92i12020 102°W020 121f512020 7Wprovo4 Cotpoatlop (33D)783.8121 PE 5, 737 1904, 82, 52� Category: IBnterlor coons dkanlah@Wayne-daltcn.c SifiCet.g,l Seminal E.Nmer D-A;varl- - Compliance M4thad: EYal.W. Repnxtflot- Flodda Registered /vchaeataa UcerrseO Floifde Proteselanal Engineer " PI.4B?tu-01koloo -.: -:' , .:: ` '_ .: _CU " Quality Asauranee A - Ind for Usa roved rtlrilse .';. `. . 9gP Ippoed Bea an Sept ' Produtt tfodel,-NUMter or Name. Product Oescnadon Comract ExnVatlon 03he in RyNZ Outside FlYriZ. Resistant Pressure, 5 8000/8100182lH).#1105 8a.#39:Me- v,ldlh f 4''Mex height duns 12t812023 AM Yes Yes +3100135-130 available In top orintehnedista section, 10. 8000/81 D0/9200,#1123. i'atiu ;Max mtdih 148A39i Mexhelght,Mlaaril 121311r2023. r1d'. Y4a Yes +3g00/•a3:50 ayellablo In top or inlcanedlete aeaion. " 11. 8000/81001620A:#1124. ,ath 9�Mexwrlth, 140I Maxnelgm:titaaing i218f/2023. No. Yes Yes +34AGA36:30 I' 1 t or se I ` e se N avatake n op Hr .coned at Mid . C. ENGINEERED LUMBER We erhaeuiser � Ri Board LV PSL- LSL R t FL55€27.1 - FL£527s5 N/A 3/31/2023 D. MATERIAL Corp.p• (Cast-CreteHigh Strength Concrete Lintels '' - NOA 20-0630.15 NIA 9111/2023 C-ommercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 512512024 i I I I '. 7 ',, - .... - .. ...,. .,. -. :. f products,, following :, The products lisped below did not demonstrate product a ro i at plan reVew. I understand that at the time of inspection these products. the ollowin Information must be P" p Jp i p i r �a�ib e o f a o o e 1 fr,1,, ; +L /+o o e pp5lr�7i` + �Ypp 1ii�i 2 available iGi VGai IR'iiWl' a tSrM theinspector on th',9-s jobsite; i 41J[�y 4.I the product `t °i"i a,pl,,ir 7fG111 ,rL t 1- 1� 1- .. ,_...... _,,. .-, ,_.., :_.......„ ....,..-.. ..., _._-...- .... .. . . ........:... .. _..<...:. ... _._., __.._... ,,...-:_... -,. _ ,.,,, _ , .,....._ > , ._. .- ..>.,..... .. .< _..��. .. .... _.. _.... _.., < .,,,,._ _ . ... ,_,.. _. ..-,_. ..- .,�:.._. ... ,._.,.... _ .. ,. .._, .< _ ., ,»>. .a .._ ... _. , ., .... - "' " - � �� - ' � - -�- - - . ,:,. _.> ........_. _._,.- .,,.:. _ 1.., : ...,- ,. , .>..:__-. _ ti.,_.._, , _-.,...:.. ., ,. _, ..:..- ..,_.,-�n --.....:.. ... ..._..-_. ..,.., ,_, _... ,,, _ .__. .._-_ ._., _ ' , -. __. , _--.. .. _-`_- - _- _. ...--. , ,." _ ,.. .". _ _ ....,.... , _ .._ _. .... ._ _ _... _ .. _. .„ -_ _._ -.__. _ _...._._-__ __.I _.... __-.. .____.. _-- ....__... _.... _.._ __...___ _._ ._.._ .._.. __,. - -__.._ --__. _. _.. _... _.__- _...__.._. ._. __ _._______-__. _. __.__._.. __ _._ __- .__.. ___ ._.. - ' _. __... ___.. ..- -_.._. _. _. ;.__ __ _.. -. ___. . ..... ._ -___. .. _._ .... _ ._. ._ __._ ___.. _.__. __._. _... ___ _. _. _. _.... ___.._. _ ._. __ _..___ ___ _ _._ _. _._._ __._.. . _ _..._ "... _. ; .; :. i - ......- _..... , .� _ .._..... ...... . ..._.__..._ .._.. ..._. _.... __,. - I'll >_.. _._ ._.. ,, ...,�«,...... ,. _, ,...,., ,,,,..,:, :�.:.. -..., :,.:: �. ... .. ....... .-..-.,, ,. .._:...._ „- .;.,., _..., ,, ,.. ....,.,,. .,:.< ,., .-,„, .......:: t.<.rr,�,.:. .., __,., , : r _.... .. . _. . ..._. _. ... _.. .. .. ... .... _.. _. .. ,.. ,.... ... _ __. ,_. __.._...., _ ..., ., ..._ ..,__._. ,.-.. ,. .., ....,., ._....._. ._...__... _.. �..,.,..., _ ,.,,,._.,.._ ..-._.........._, .. .. -... _ .. .... ..._.... ...., ...-.. .. .._ _,..__... ._...._. _.- ... _....... _. _ ., .._. ... _... ... ...... ._ _. .... ... _..... ..._.. _ _ ,. ...-_ .._.. ., ...,. ...,_.. :. ...... t ', ...,...._ .. ` `.. .......... . . . .... ...,.-, _ _ ,....__, , _,.-.,,..,_,. , " ,.._,._ , ...-,.......... . ,,.,. ., ,..._„..: , ,_,:,.. ....... , .. , ,.,...... , _,,..."...,.. ........,. .. .._..... ...._.. , ...... .. _ ,._.-.. ,....,._.,,_.,,., _, - ..... .. .__..- „",,,. a, ,�a�,L �¢y�r,I "'- " •LPPU CA NT iGNATU DATE • _.... _ - ... "..._ _,__. "..._� ".__. ."_. ._.._ _... ._....._ _. .- ... ..___.. .. _. ,_. _ ,." ,... . .... ",_,. .. .."._.. ..,� _. Florida Department Of Business & Professional Regulation F.gaa a1 Building Codes and Standards iar2021. Product Approval Application Detail an ee lilillillim Cod Entlty or Ems. tea: paw eir"ha. �[@ roe: Vol Manutaciurer Cgiyag Eholnetxa Ltcrosse jreadeted av igyrg g,gt p F9C Apommt ggp�y� ..mates Re}nai]n 2020 Curies Olvisim otAA04. Inc, Tom'Ratfey UL LLC Troy Mandl P.E. 12M 012WA 12r01rz020 1221/2020 Appl-d Cata$pry: E%CDtIDr (}ears tai11494'2913 ;i954)947-0880: aubCategoryt:EXlenor Door CCnponems tcm.rattayQaee4eblpy.po Compliance Method: Certification Made Or Living m ,,.. - - ef]etl8ati�ag'ie navbrs \ , '' >m,_ . ;,. , , ,-i a .,, r." ,,. ... ,.. ... _�a .,, , . . ., ,... , .,.,z, , ,.., A JIpDaCi D elpll ; . •.., Lutalev Assuraltc4 morOY000F Uae Approved far Uss= e S roduM Mp NWnbar pr Norma. Product 0ascrioNan CdntradtEmeMign aka. In XVNi :IT3trida NVH2 acsktaFl[¢g 1 6077pY,7277,, T49757,P7, and 947 Single and Perrsof': Flush, Glared,end L.-led shg(aend pelts of 1ZG1/2g25 Yes Yes Yes N/A Doors hollow I oars is Florida Department of Business & Professional Regulation Pag.1 a BuildiftgCottesand Standards 1 71 Product Approval Application Detailepertm . I _.. __ _ _. ..__..._ _-__.. ____ _.. .._._.__,_. .- --- --- _.- ._.... _____ , _.__.. ...__. -_.._ ...- _..._.__ ..---_---__.__.. .. _._....._ __..__._.. _,_.__._. ,. _.._ __..___... _-....-.._ ___. _.._.. _- _... _._____ .. _..._.... .. _ _ -.-I--,-.-- _ ._ . _ _. _ _ _ _ _ _ - __ . 0 CV W = z J Q J 0 I].. Florida FlGrida ant of Business & Professional Regulation Pseatu2 Building odes and 1 'kin C 5iY131 Product Approval Application Detail mmomm P lino Qft e � � MOM version IOlanuraeturet. contact Ett9Meer&umnsa. Vnlidated.Bv VeliddAd submitted 1W ArWroval Approval aleal.. Revision 2020 P.GTlndualrioe Jens Resowskl Miemf-pede BCCO-1:ll-Milln- de 9000-VAL 11119RD20 1D21iF2d20 11624ri020 Appr4Yol.Sam Category: EYtedor Doors (941) 488-010p: (785) 315-25M - - Subcate®pry: Sliding Exterior Pod, AsseralleA )ro-kliipglindusideac camollanae moshod• Gdrniicohon M.nl-usunp :on, • '"` .,""y - ,. r.,-r. ,�,, Yt 1. ,, _: >, : , sr'; . , , --,. r .:� ,.•<, ..� ,K ,,,, ,� . r .'t ,' a;" .,. .- "' _ ,,, . �•.,`a•.. » , ,». , r .. .. �, .. �Y" _r _. u. .. .. r .., . , .. . ,, ». OwIINAssurance Approved Tor Usa Approved for Use': iIact Desion: product Modal Nun*"or Norma product Dosalutlan C Ydrapl Exniretlon Doio: In Il Outside HVHZ Reluctant Pres I 9' 80D-S57o (L'arg.Ma06,hnRd) V.yl Morinq..Dtas, Door 041f4✓,t021 yes Yes Yes NIA _ Cod4 Fitd a Data W. Data Psirllnp flare Ixa Wel to ii , Manufacturer call Enuinaer aticensa Yalldated Bs I)�yppigg, f5Q Adana l Atroroved pis RWIlaidn 2D20 MI Windave and Doane Arent Oilinget American Architectural Steven M Unch: PE 11P7Y2DA 11117l2020 112712020 Aepro-ed. Cal 9 tT17)383-33t10: Menufachoars Associabori 4TiTp 317-ag54. �ateUONSIW LsRlfngmmfvStl noih. sub ngie Hung:. .. Complianes sl.mod: CardAcatlph Mark Or 11slGig ;7ualiLy Assurariee Aamorrad for Use Acoroyedra Use Impact. J Product Model, Number or.Nem9: Product.Deacnorlon Corpracl 6lWnatlon CMe InH-outside}WHL' Resistant Pressure. 2 185514 LaminatedFllassFramelGlSGSInple:Hung.; TD10812023 Na. Yes No -60 Laminated Glass SHEET N0. PA 1.0 . - Florida Department of Business &, Professional Regulation P.Q. 4 at 9 Florida Department of Busini Professional Regulation Fel Off Building. Codes and Standards 1MR022 ' Building Codes and Standards i � r4i , Product Approval Appil Ortion Detall I . Product Approval Application 06WIl ____ _____ 2zl - ___ .- ,I�,!,Iili��I�ill,�l�11111�ililill'i'lli�,;, li'llillii,il!!Il��ill� I III mil 2 Date �t poleending Daft T_ Version Manufaduntir Contal "amererill,Uconse validated , Validated allbMitted Fill Anximilial Appro6d sli I I 921111 Slow Z 41011 Am, nab lowdlinal Ill Rervi 2020r Ther-TimCcirporal st.villi"Jo.poosion Lyndon F. Schmidt, P. I, Rylom J. King-. P.E. . 10ffl7q,021 algirill , 10/1 3ii 124151=1 Approval TlI0 DO Version rianylklittrar contact Iiii-weal Licorri Validated Mill vaidithad Submitted lilicAterintrilid Apal abate. Gillregil Extel Owl (8DO) $421-7028 PE-44OR - -�Jil 0)761-0555 I � Affieration L 200 PGTIndyOtrk, Jel R.-W mornt-ol ECCO . Cl W-1-Dood 5= - VAL 1IM12D20 flgsr�ox I 1 (I IV4 2.0 Appl,wold eutriqlattertory:,swNi ng Exterior Door Ase0mbillici sjaspera�onrratrl , Callogil VVIndi (941)48i �Tarn 316-2590: PonprIlilill Methol Evaluation Reportfrom a In SubCaliegal Single Hung irmovskippondustrial Forda Regiletered Archill or a Ucensed Florida Conniption. sell Carlixtrairion Ail Or UI Om Professional Engineer - _ � - ' I - . _- , . - � I � I ,�, 11, I __ ,,, �, i L, - , � . � , I- _� 11�_,___1,1�11�1 � � , " - - 11 r � i Ao� . I , � __ , � - --- �. �,�� � � � I ,',, ' � ' , __� � � - L - � , - - --" '�,;, .e ��, , 4 ��� � - ,_1 ", �,,� . . �l_-� , _� � I , , - "� _ , , - � �,�:zl� �- ! , -, �, � I - � � � , ... � _1 . I - --'---' I - _� , __ _' '% , � � , 111',�, � - , - "i- - - '_'�� . , , , ;� -- - �__� � , , � -�' -,,, , - . -1 - ��'J A � � � '�. ,,,,, " -__ - �,�",,',,�,;, ,�,� �%llliiili�iiwotl I , - , ; , , � � (il � , L , " ,�',_,,_,',� � ��,� , , � � - ,-.,, , r � � ,- ,,,�,-g�� ,, , � � I I _1 I � " � I., I �:� , ,,� "', , - - , �� I L , - - , , I ' - , ,� I , I - " _�' - � - ,� � ' ' , � .1 : � �i , , � � , , �: , : -, - ,,�-,, , --� I I -I,,,- - -1 : ,� 7" �,,- ,, '__,__�,,'�" '- '�,� __ , __�,��l � � ,� , ", "" , � - I -, �� I �L _ � �:, �f' , - 1, l4 � - :: � , _-,�,:, ,,;_-,_- � - 3,�, � "� , " � , � � - - , , I , 1, � , I 1, . % �",t _-, � - �', 7 �� 1� ` I- -1 04 ,:� .': "o, �11 , � I � � � � � 1. � -,,"i --,�"L -,�,',-, � , � �, , i i ". , " " ,, _�", I ,_� , , , , " � � " -,!-�', �? ,�, g�, 1,�,�,�.'r, I �_,�., -,�, ,,--- - , ,,,,,- ,n'-,�,, _ ,� I � � � � 11 . ; I 11 � � ': - i�� -1 I I L - , �' I � _� , ;` _ ", . � 7 l ' r ' I � ' � � ,�� , , . � - . I I � �, - , ", , " �� ' , � � � � . I , 1, , Qual Assurance '' o - � , , ,,, ,��-, I L r 1� � � L; , - � ,� ;.�i�,, � � �, � � AgOnmillilidifilliuss Awrovill U � li, , ,`,'�J, WWA ,;;��,,,,,, I I ROM Allalll�ijl Approved for Use A e impal Sale 4 Name Product Vescriliflon, Control irtivirworn Data In HWZ Cliffill � do HVJI Resistant Iontel Si � Product riliol Mum bar or -Nam pri.ductoescription Contract Ulpirlil Date Ili HVHZ M19M Resil ML 2 MMM =ad) Vh)iI Slage, Hung WAdl 01i � I ,� 6. ye., � Yes NiA 1 a Thermal Fiber-Clal and Smooth-Stai: I Namil OMI 8 i3qual Non -Implactiluctuoll Opaque I ?J3112M Composite Edge Fiberglass Single Door � No Yes I NJA 2 b. Therma-Tru, Illber-Classic and Smooth -Star (Intivargiloubliviiii )(configuration) Nominal 6i iliquatNon4nVactiliquot; Opaque i=11202� composite Edge Fiberglass Sirgla Doorwith Oxoi bX0 No Yes NO NIA 3 c, Thaifl Flater,Clool and Smopth-Stor Sidaiii onevilinglourtairifirolixo, oonfguroticl NbInfirbl'i$�l &qv&.Nint4Pnpd0t%quot Poll l2ti =iz;�Cldmposlta Edge Doubts Door vvin Or No YeA No I 4 d; Themna-Tru Fiber-Classio and Sm.oth-Sw idettil (InsvilingPoutavving:)ll . conliguratl 1 Nominal Irlitil &quo�,Non4mpavb&quct Opaque i 2j3l= Composite Edge Fiberglass Single Dow No yes No NIA 5 a Theminal Flbat�Claasloi and Small (I a t I in , nhoural NOM1,0 ; otribri-innipattill Opaque 1213ill ... , , to e 1 !a Singi Dow with � , No ya� NO NIA a 1, - �herroal Fiber-Clossic and Smooth -star i I I I vA i bi OX or OXO . , - I . IS, r I , one) UO ri-Im Jol Opaque 12Z1=22 No Yes NO NIA Flohd,a Department of Business & Professional ReIguatlon �, Pi ill 11 I � Edg I i Shty � Door SuidInqCodi and Standards lileolozi 7 g, Thermal Filbor-Claill and Smooth-lStor onci , X U ON) ; f Numnall loselitiptirign-Impobtaqvicit; Opaque 1MI12022 NO yoo No NIA , Composite Edge ribertilhiss.sintillapoory I Ath I , Sdalfte(st (Iflayiiingi , vvirigiXi OX or OXO Product Approval Application Dal I Iiii�iiiiiiii Ii l�ill,li III lllillikililliliTilliillillillillim I I! i 1111111jJ111111111111111111111M conigorah.nis) � I 8 h. Thermal FiberZialsal and 8rnoothl Norninal 6U43a,olliquot,lillon-Implaottlqui Opaque 121i NO Yea No NlIA Cornpol� Edge Fiberglass Double Door Wth or Without Skillill XX 0XV) i Efill g" 11211 Dal Parldirl ad - (InSirill[MgIOublial Of configural 'NO- wrill fillanudeetwer contact Enalmor, I 1J . MM Voliddird Bv Vall"I'llif Submitted FOCA17-val A,"v,d 111lial 9 1. Themi Pilber-Clail and Smooth --tar Nominal 6i iliquotlMon-Impact&lquot,01el 121l, No yalls NO NIA Affirmatiol 2D20 PoTin,plarl" Jan. Rago"i Agol,143906 i � CFR liflarril-Dade Si VAL, I vmt=a I11q512020 I iti witz APP-10 Compt6siber Edge Fiberglaiss-Sifilite Door . , 11 , . CatogOT�,vilifirld- lisiIII48i -2590 �78�)316 (insollingibutowni X porifligunotai SUINCOlotill Frrod #t.W�K6p0InqusWsa.O 10 J� Th6firril Fiber-Clilossic, all Strical Norrunak,"ilitl il�QotNi5nl mpOcAl Glazed 124112G22 C-hapi Edge Fiberglass Single Door Iiii , Sid.11taijills) X6, or I NO illes No NIA Complance,itilathiod: Clill Ill 0 Listing I �� , , � , �, , ,� , . , , , 4 , bl��, - 'R,,�� - am - " �- , , �;�, -,: , �� - � ��,,� , , ., "- ` , ,� ,� �, , ", - , - - " -. --� -,`-,`�_,,,-,"�,-�, �, � , _-, �, , � , ��, � ", L - - , � ___ 1 , _1 _ �_ ',,��_ , ��,Ip�:�� _, � _ " _ _ �, , , , -" _ I �:_ i. , , I - - �l� �� ',", "',,_, 11 k. Tfi.ml Fiber�Cbotl and Smaothi (In.vilingliOultaNvIll OX OXO config.rallon.) , Nominal 83#30;6L&quut;NonImpacl Glazed 121i NO Y- No NIA I " -�--P �: I - � , t �. " - � "-, � _"��,��.- ;'-, ,-, , �. , _ _- � I 1. I . 11 -1 � ,, � � _�--.��_, i" , � - I I - - - , , :,, � ,,� :,�', ,,, -�� � , 11 : I 1 - ,,,, , , -_ I I - 11 I :_ ��,,_, ,--� � � , , ,"'A - , cluablitir P.— - � �; , - ,� _,_,�,��; , �� ; _ � - : , " _ A,,,-4f,u- 'Amr,vadflitrill" � ,_�', _ � 1_� ... I" ,�, , , �, � - I , 1". 1� �� , _-A 1 __ _ - Ir' , , � I ,-� - .- , ,. , ", , Oita I � - �� - -,, _ I I � - ttgoson, Ournpol Edge Fibergal Double Door vi or S." la-1 M.M. Number Or No- produl it UnIll Dal 211"094,31W(525 In Hyl oublida HW . litirstilial Prool Without Scones ti rulooltrVoutervi or oxxo 51 evil, rLiage, M1.114 I.Plici Mnv Fl Y.. yv� Y. NIA 12 L'Therml Rber-Clasoic and Smell Gpinli1guratiorts) Norintraf:7WO;l) tiquorNon,firnpaoti Glezed 126112022 Compo sli Edi FilibilifirilereassnillsbOol No Yes No Nilk 13 I .. Themi Fib-Cl-i-nd SmoothZi011 (Ins4rivoutiovi X ponliguristom) , Nominal 79fil liquall-Nan-Jinpoictiq-ti GI ... d 12i ii Compowbe Edge Fiberglass Single Door With No Y- No NJA 14 M. Thermal Fibeir.Cial and l3ritooth,Slar Sidelftell 0 nswrigioutowhri OX or OXO =11"M .quottImn-Impactiqur-Al Glazed 1 �,3112022 Composite Edge Fibergloell Sing le Door No Yes No MIA 15 o. Thamiral Fib6rCbl and $rworth-Star - (tinswwweael (i,rdionati Nicii SquothlQn-Impsictilliqui Glazed 121SV2022 , Com 9 Fiber , , plan Single Door vil No Yes ill. WA I Florida Dal irtmartit of Business & Professional Regulation � Building Codes and 15tandarri Product Approlitall Application Detall Pogo I a I , I V201 coth, Vals 2 Ut Data hagnid 2" .TY a Vial Manufacturer 1 ,cci Ertl & ul Vilffid.tad Bi Wheel Submitted Fel Azzoneval Apil am gal 2070 PAI Winol end Dal Broontsli Arnarcen Arorosetuou Steven NI. Urch, PE 1wel'204 Ioloal l'u1ja2020 Approved . Cereal. Winds" tTl 1 7) 365-M MontrIsMirel Awilbotal f7rIT)3I?i SUbCalbrip I ty' Horizontal silder I'S1111110.1gariod- Compliance ligaili Corwaston Mark Or Lading I I - 11 , -1 I&I _11�1 ��,____,,, 9"T, ",',�,_ � , % �,,_�, ,_ , 1,,� � :,�; �� " ,�', ,y -�'!�,"' 'L " - I I - , - - �, 11 i , � , , -- , ", - ,,, I I � r _"_,_" � - - , �- ", -� - ,-g;,�� - , - , " , , -, - - --- --- � - � , . , - I , I � _ - � , - I , , " , - _ � , '' , , - ,:_- ��, � �., 11 �� , � , �, , ,�. � I :: '� , � �.� 'i to .1, L ,�i - -, " �, - - - � I �, 1 , , Z , � , - I I I I I I , - I _ :_ ,� , , " - I , , , " r, _,��-'i , _ , - � -S, --- I - - �, �� .�, , __ , _ _ _ ,; . - 11, ti -Z - 7 -- I , ,,, r , _ll , _ I - , , i _� ,,, - �! � I �11 - ��, - � � I - "". i,� " " : , � -, -, �, . ,, QuallIxAllsvinarim I I . :� � , L � �_ ,,,-,i:, " , r, ,�_ , � �--�--- " -,-� r - __�2 �1, I i , �,,, � " - � � I , � , , " - , ,..r ," _-, _ , � j � , � `_ n, �, ApprovedfOrtill AnproILadforthill I __� � i"": , , _ � _,� ___ groll ; I , , - - � � . - 1� �,_, 111� _'', I Dal 8-09, Fc,d,,tu.".k.mbawm.. contral Exlftl owle, in HVi pullod, bri Regrol Prossum I Its 96 Ill arid Pill From. 75x�2'1 no�rrdad G14;, 0211GA2024 I Y_ No -561-65 Florida Department Of Business & Professional Regulation Bulking Codissarld Standards ProductApprovat Application bell Page I -ft IFd= 1 I mum� I i !Ili! I l�i:iiiiiiil��ii:i,li: low=== i I I i I � � I ii I r.0 i =111111111111111i I i as i i la; i i ,; , i !III, Ills 11:1�!jl 1 i 0 1 � I I : I i I Ill 1 ; : wAffAmisommmm= I I 1 I : Entity or : E I i lialiffilialIKINJI11111M i 1:1 I i I I I i monnoffimomnum= DiAlt [let- Dato Nedire I INMEMM Data mm V-1- Annufacturair cont.Ot Engl000l A uavoll Valrolkled I vddel subetword FSC.Al _ I A,,r,wd Plal Rovial 2020 N Wndq��. and Caere grant Stfinger UIS R Lomas. PE ,Stay.. pt Ul Pr 100ill fWOMD20 10il 1VIt$;Z20, Approl COSIONrylVillind"11, yi?) tal PE-62514 (717i,317,04tilill I I lkob,Catoigd�.�Ituffll 0911(ingertillinrad.cere, Comptlentio Method: Evaluation Robert IrOmf it no-kre, Rodat'd Architect or a ucamil Plead. Pror.00kimi IHniii I - .---- � - � ,`�� �, --- : , - � �. 1, " r , , , ''. , I . _. , I _1 .- , . � , , _ _� __ , � , " , : " -, ,�� ,� -�I_ " , "" �,, - . r� , - -,�� - I -- ,,' , '. 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Thermal Fbar-Plaoseil Smooth-Obar 1.21 1 6 "No�Imp6d&qul Composite Edge Pberglass-SIngto Transom (raWro.'QuirsiI L Therfirl FlIber-Cloral aM SmOoth-Star Nornifeal %#39;8 & . quctmonjImpactilqui I XO, OX or OXO . _qL4 Glazed 12alf= boubbe boor ill or Or OXXO 12/3112022 Opaque � I Ocorvilith DIX configuration) Oil 121al 12= No NO NO Yes Ye* Yes No no No MIA NIA I Florida Department of Bus - iness & Professional Regulation BLAIdingCol and Standards ProductAppicilliall Application 00,1141111 . Poll , 42i izz Florida Department of Business & Professional Regulation Building Codes and Standards . Product Approval Application Detail � I ftg,2.f2 10,9=1 ii'll�l�i'llillillili'll�lill�l�l�l!lllllI l�i�illillillillillil 11 � III!!! iiiiIli'li li���l�illilli ii ,Illi;lilill 11 III I i i I i , MENEEMENIM ill 1 I NONE= Code firmlity or W bwe cl Pow na 20. Mill ill; 1 - 92111 all Or � 2ft I px.pmdlrA Date Composite Edge Fberglaso, 9:1.1ii d7nim- Sing I- 0-1 Iliffi (Ivlol*lg�U.i-llving� OXY. Inice, conted Ill ... I&Li.-. validated Or validated tildlarthed FeCAMproyal Aporal Sull mm 'V-#IQD oftO~.,. cantod Vaidet.di lity Vegetated Sul-Ifitilid liSCAalb-al April a" Ofox ,,40 , loy,boontgurati-i I Ravtil :'.200 James Hand eSuifdnQPTodli Ini Chad DIol V. Andrei Tal J�rlff,00qthknd,Fl 0110W �i 112"i'll"2020 10 � I I Diffigiligp2l clin 9, P Sce, Ap ,pli, Roolition �620 Abide NIOR Thomplial Lyndon FA.1hi Pi R�.. J.Afti PZ., D211il O�hlgl ==o2I 04,71tp2`321 Approved 19 el Tbortril F betCWsal and Srriootl�ftr Nominal W39� 8 ku6t;Non-ImpoIct"Ct,aque 1 wal= H. Yes IND NIA Cologil Panel Wl (0091 54i Pit-lill f152) leirl . cologill Peal WON I ki M2389 Pli ,(913) 7V-Gass Compolifie(Slige Fiberglass Sirgill With itubcaterhirl. along .h.itallarclullo,wimetal 80cabug-or.- Sol r4hampsoneal-ld-cm, =I Ill (I riolvilingfolo6vilial Qx , 0, OX0 complialml Nothod: Elia"i Report from a o Complandwhilathod: Evaluation Report from a uz. Hood and ail wa-figuraffal Florid. Fal � ored Architect or. Licial Florida fili titoullsio.clArchitilet or - Uml li 20 t Thermoll Fiber.Clilisall and Smoothi Nominal S&I fliquatNon-Innitractiliquot Olonqu. 12ii NO Yes No NJA Profecill Engirva. 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Y., No WA 22 -, Thomel Fiber-Clazzip and 8mlooth-Star Romiml.B&M:D&qtic,�Non-lapa.a" Composite Edge Flibeirlia" , , Glazed I W112022 single Door with No Ye3 No N/A 28 Sidell al onsviringfOutsiv,ifig; Continuous Head and Silloonfigruili;atiol vitlUnina-Tru Ffber-Classloand Smoth-Star Nominal 6U30i SoluctNoft-Ifirip4ollill C.mrol Edge Filborg lac�.Ov6lr XO OXcr OXO 1 Opaque i2li Pairl Win Venbed No Yale No, NJA 24 Sickiiii onswrigioutlevvini opaftundions) x T'hermal FiberLVal and Smockli Nomirialillili liquottlicnit-Itnipactiliquorl Composite Edge Fiberill wxol Opaque 12J31=22 Door Panels vi Vented No Yes No WA 25 SdOiliol Onsviling/0,&vvill . conligurob.al Y. Tbalinrill FrcarZasalloiand,,Smaoth�Star NomlmfB&939;89qu&Noft,inVact&.quot CompotatelEme Fbarglial >*oi Gal 12)l Door Polnesvilifth Vented No Illift 'No NJA 3 c..ii,quatGreentift Vill . Boot � resded',t�titol Vent or Solki'llifflyl .goll 4 d. ii.4-ilit.D544ulat si Vothl, ol� sond Vent Sol 5 .. &m.t"Mill 0-killeipoll; Ill Vorl Sd,d,vw S I .m 6 f"aguct."Supersionatki SoN, Vilintorsi vinif took I i2mill NO too No NIA I 241 =�3 No Y.o No MIA i2ill NO 'ile, No MIA , I 213i"Irl N. ,Y.. Me WA Florida Delpartmel of Su*e%s & Professional Regulabon Building Codes and Staridards. Product Approval Application Wail One I Of 2 � iril Code I Indfir or I Pill _W11 Daft Pending AM � Mum V.ol manoredul Qmil Evarmor & Lidel YA1gd1l Valfil aubantiol PSC Acarl AllonjOirio Rda flurvill'i 2021 Mj w1rdial now. sew Stpirger Ahni Arcrihill Steven 1% ul PE I 1=2021) 1112212021] 11Q&1aQqQ Approved. 1 0111= ttlit 3el MortufacturarsAOloccallon (III) 31ti I. .174 b0lingreiraml,ife- Compiler. Method Cortifficed.ri lill Or Lel - - I - - - ; - I . ��: 1��_ - . �.� ,,�_,---,, :7 " , _1._� ,�,` -1 I I- . 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I arl , id'21Y21 ii 1 i I ill: 11 ill i : I ill I ,;, 1, i , I ii ill i;i;illil i i ii all 0 �O i i le core! lillip ie, :I ill I iiiiiiiiiiiiiim awism i i wilegailsolmmommm lllivilifillim adelw4ansvilinglicrutswini)X0 cotirtgurationst I Cost fintitivor Date �Kl cars P14richot bL. moom Code laitli or � ISENEERMWAUARM 12U 2111 time Pantirld 2ft I Ci Stull 241 2" Det, Ilimi Do" 23 zb. Tharrra-Tnu Fiber -Classic and Sincictri Not�l"fb&*Z�B�8&qvotNon-impactkaot Glazed 121JIr2M No Y- No I mega Vviolon filansirrecloiner Coni fimirinoor & Lkarl VAIddrig W VAkW,d submitted rat Anil Approved Awl .,Na Vilinlacin Manufacturer Cool Eirelli LI-hill, varietal go Valleal aliewshted FaCA-Irwhig A-migol limu 7vp. Volooll Ramria.burar ra.ted Prigirear&LIcanioli Vandal Sir Validated Oul-&.4 PRO Appolivoll AIR staboar Compoel , 0 Edge Fiberglass Double Door with Revolt. 2020 I TAMi Sulti Pnodkitetj LLC Kom Edon RobertNienninern 406 W. Mexiiii PL lWil 09inginOW IWIZ,2020 12n5nolo Approl Ravill 2020 I Thornpiel Inc. cast Thompson Archlblualural . Tony Chirlamlim Zachary It. Frill Steven ki Well PE owil OWIaQ= 09l I 12tISM20 Approved I Rellilloon ?OzO Florida Moral Proclucto. Irl 0"Janol; Jama L,,Bul RE42 Slow Ill With, PE , 06i Varlal 10,0WOZO IVIS121120 AW-ed U00'Asidelizas (1havilingplOullivilling; I r I O)Q(O C*orpal fill -offing t 417) 624-BE44 PE�Sise (D54)I`M6zgj - , MatelliComponylTAIIII I1113) 248-:34M pl (717)317-8454 Carol Rol (904)783-8400 Ci F.eireeiring (717) 317-8454 . 20 cortiliguration) = Thermal ill'ibor-Cill and Smoroth,Sttl Nominal Uill 'QuOtNen-'rinpoloAquot Glazed 12islj2= No Yol No MIA S.bCotegorr- UndoirsymeN. kejm�adi smill.,vorn catioporr. Roblill Icl low".1ork-arg.com SlAircilitel. gooing Acciell ,"War. an alarx(parrol PE�31242 I � PornipbefteEdge Fiberglass SingloDclorwith Sitil COMplistritargethod: Ri,oluarbrijispertikorn a SutcallogasO,RDMirtilAcoessorin that oi Integral Ronal §;OlInVelysiorr, I , Scloritill (s). 6'ns�linglbutavlrhril XO OX or OX'O Forida,gogrotimidl architect cra Llmood ll linblifirlit Portofino 06611tls�illplh evimptal Neel E,4vilition R.l fr- A I configuraticil � , . P.Nosil Engine,, complitaftelijillioll rvolustlen Repon'torn a , FlogdaR�gfitaTedAfahitedorsiL���dFi�ddo 30 zd. The"i Fiter-Classio and Smoath-Slar Nornintill 6':0,"NorHMV&qUO�rGh'A2eo JV31=2 NO Yes to. MIA ,_� L�, __�, - - - 11 "', " ,_ -, 1.1.1r, ' 1'� -, I - - -, I - ,Z-1 Foad. 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Product Approval Application Detail 3/15/2022 FLN6269431 code gatil 2M Do = pAte status ii Version MignuNglurer Contact _F.ngfneer & Mq� Validated Submitted Pendin , ARgrovied Approved Revision 2020 POLYGLASS USA Maury,Ajpwt, License John W 1DI2612020 lGill FBC 12115=20 Qat6l Rpol S954MI33OSm,alp,erb@piol�glass.cotfI Roll Nlemillnen K-jazeivich, PE applAyal Subcategory- PF159168 ii 1,72.1i 111ft,2020 Undersyments Compliance Method: Evaluation Report Ill a Florida Pegistwed Architect or a , Licensed Florida Profesgiorral Engineer FLA6259-RS1 Products Lainiti Assurance MrIll for Use jimod 219i.fi Product Moft Nonrilber or Nal Product Deecrip-tion central Expiration Date PA99WO MV Rosistard I Polyglass Roofundelfailifill Rooting undorilayrral tall No Ye 6, I I Poll ass Roof Un0aflaymel (FIVHZ) Poll roof underioYlin ants for use in FSO t2f2a=3 Yes No NIA HVHZ juiladioloins, 2 Polyglass Roe Uncleftyments llnon-HVH�i libotyglal roof underiaments, lior use in 121i No yes N/A Ill non-HVHZ jurisdictions. 1 � � Poltrill R*df Undeftyments (HVFIZ) Polyglass, roof underlaym ents for use in Ill 2i Yes No I HVHZjurIsdI.I1.i 2 1 Piolyglass Roof Un ds"ei (non .HVHZ Pallyglaills,h6of und all isitill for use In 11212=1323 No wis NIA Fli rion-HVHZ'julistictions. I Polyglass Rocif Underlayments (HVHZ) P*91'ass roof underlaym ants for use in FW1 My= Yes No NIA HVII-iZiuri.diabons. 2 Polirglass Root Iiiindedayments (noril Polyglass roof undeflaymerits, for use In l2l'i No Yes NIA Fl norl-HVHZjurijad1cfiO1na. I I Polyglas-Rol Unideflayments iHVHZ) Pollyalass, roof undeflayments for use in FSOl2rMC23 Yes No WA HVHZ jurtalictions. 2 poll Roof Underlayment, (nort-Hi Polyglass roof undeflayments, for use In 1212y= No yes NIA FE1C,nonHVHZ jurisdictions. RIAM Pressure 4Nl IN/A -ii MIA -NIAvIl N/A +WAill NA +WAII 6 I TAMKO Roof Underlayments (HVHZ) Roof underaymIal for use I liSC I OGIA12W: Yes No NiA WA saaw PrOdUctlaodal flint-orki Pirvi Douvollow, '4goifirilict'g6mal pill Iii will Wit?. Rallifitant �Eqouams 2%. 3- FI.AMCC,l$loqok:RV 1%3 Ridge VshilIqUel: �AlunlllrunA Ridge Ventis lor dtirsedirpoft ratincillad 120112024 No Yll 11% MIA lintidictiond. 2 TAI Roor Undefa�rnws QlDfi Roolundada�fnahtlfcr.11ol Fec'nom-I call N- fill MIA MIA I 2 TAI #let Top 10*111490 Vi ill Battle for TAO TAI CNIosene.1i 20 pa. state roof ventilator o4th bairs, 26 i 0010912*26, 0910(3=26, IH" Yes No 'Yes Yes NIA NiA WA .0i'l -ft. D.O25' Awr4km junsacdcal 3 TAI Off-Ri Rod Vent Vill Sal 26 oA. static rootlyonflabor afth Integrated bi 09VOWM Yes Yes MIA I 4' TAMI Round Top OtY-Rdi Vwd YM Saft for no, 26 Ott slaft reolverrill oft baffle OM/21126 Y. yos MIA NIA Neill Department of Business a Professional Regulation � , � Building Codes and Stencil Product Approval Application Detail paii.iefl 1#=21 'QO - on- of Date )i Doisloilifidna 00 Tince Yugo martorlachm, I I I I a Voildsled M vaddled "n,ati,d Fpc Aannovilif AD adu Revivion 2020 Lorri Kold-oley J.mear L Suel P.r. Steven MI. Qdch. PE iV22M2D 1 In3li Ifil ding Fl Appir, Calogral Peeling (5DI) 983-GIW PE-31242 (717)3174454 Sulb,Clldo;pftr� floating At.eeleark. that are an kielasolorminw.corn I Kill Part ofths rel 9 SY61M Cpmrillonea M all Evolitill fill Imm a , FI orda EZegistered Archiblectior O Lk" sed Florida Prigoselwal 5rigInsor � �� , �', I � ,,�,`,l` I I � � - cl, , , ", .", ,-"-,-" , � __�'�",41,_'�".,.� '."'��r,."L"',"., '' -r:,,'- �',` -_ � � � _11� � � � I �', , r , � � � � ,. "�, I I jl', ��Ii�',��: I -1 -, c �, -- r"" 11 I . - � ,� -_ -""";�;--.,�����,�,,�,�'�-��,,'-",,,, ,wl, , , _, - , e ,�,� 1��,� I I I , � I I 11 I - � _ - - , -, __ _ : ,�:� , _, -�� , ��, _ � , :,l�:�" , , ' 'L - , I I , _�� � :: , . _ ��: _ � , - L I ,� I 11 r I �Fr�l I QUOVA"ural "�,_"`, _� .- , , ", - ,�, ,�,� � ,�t �� _� �, , �1_ ""�, : - .q� �� / - � , � - - - - , - L . �� , � - � 11 :�� � � - � , '_ , Awriviradfortirse Approved] for use broad , , I ��11,1� -1. "i , L I 11 .1 I �11 postal Dal Product Ititralet. lifurolool or No- BMW loolocrilritil Coal E'arahb. oat, li outi R.11dork I forasigim I Dlll�ki DA-4 Or TRI-Ell olick-Ai, Dil I- Pinclilli.. P-lypir-pylilim, PI-ilifie, Roof Vw 12fil No Val No 497.6i Mechanically Attel to PlAvood Dark; Florida Clepartment of Business & Professional Regulation Building (;D,des and Standards Product Approval Application Detall Rao I of'! 10,204 - __ - - - - ____ _____ __ - ____ 1; i I , 1 I 1! 109i liil�li��i�ii!Iiiiiiiiill 1 11111EMERIN�i! I ii 11111111111tillim � milingemmonomm EnW kite 24k, 2W Pending DPW TV" verolilim Manufacture coni Engineer Ill Ljonso varldratout 154 vaulter Subinflibeld P13C Aodni Approved status Revill 202j) Ali American Shutters and Glass - M ke Barbieri �ianl Pennarl RE Troy , Bishop. P. E, 10ii 101115=20 111i 1211 &2UD Approved Category Shutters (561) 712-9862, FE-0046M9 ligirm) M7.i Subcategory: Storm Panels milkeb&Ijamorticanstrutte, Compliance Method; Evadua Itionlitepicitfroma moom ' Florida Registered Architect .ra Licensed Florid. Professional Engineer - 11p. �"_,��'�,.",:,"� 'I�",",-,�.�,",,A;,r"y,�,,,,,�"-!Y.,z"�,-',""��,�,�."I �,,�,� - - -- 112 -1�i` � � " ", , , ", , - -,-r,, _ " , ,� , , � _ _ i;l�����;��'.,�'.",,"',�,,�"',"t,, ,,� A -1 1`1�1'4'5, ,", _ 1_ r'," V�, ", I I I �,�,- - �� 'I � ,,_� �'-�,�,,,!',����,�",L""�,��,�,,',�,1,�,� W ";i,,�'�,�`��T:ll i, - "Mr ��.%,�,;_ .� �,�",T""",�-""n-�',.-',�,�� ,,, _'��'�',��,_,_q. ,i��,,�,;" _�q I ,� 11111 I � 111-11 ''I � I ", ". ���� ��'_�� ,�,,lKR,,Z,,'1_ �,Ol�,, ��'.�Sh','- _t MM" I , , oz � �� , �e , ""', `�`,�? �, ,1 r1n1,_,*,,,�,,*,",,N ,,,,,,,,�,� ,,,-�,� � ',,�, ,s-�--",! SK# PreducitModOLNUffiber"NannO QuallIvAseure. ApolovedficrUse AotpraVordfidrU Product alialOrlittlan Contract Expiration ill Hill cullibillide HVHZ Impi Resistant Dwan Prial I 24I �.ehvanlzed Steel Storm Panels 24ga Gablinnized.Steal Starm Panels 12J3`1Q022 Y, Yes Yes NA — itiust Vervion sanufawtutter, Revision 2020 Scroll Reding Carol gel ambCstai Rooling Tlles compliance No": eval.ligoh R.p6,,t from a Proldvat rillistual eft � , 44**M�T�AM"";"�1,1�.-,-,�"I'�'�� Ual " N." 10 so.cal Shake. Sell Country Saks. SpIll Old rrill Iralch &.al "Poet IT Smarty 900 - Mat., Shake All Split Shake i � 'Sol NO - illatiol'shill &arni split Shake illk 'Soolony i show, Sri Aaml soft Shake 20 Si 700 - Shah. See alimp; Split Shake 27 -ral Il I asnalficil 28 'All. Florida Department of Business A Professional Regulation Building Codas and Standards Product Approval Application Detall awtv 0 . � A" Dal I a Pan " I [We I Cn,l,- & Uporl � I I VAId,t,d "nall Fdc�Apjo v I Approved MAU& And,- Rdbla El Vml g.liAll 132TYW.Wel I 1103=20 11102020 14A)i Approved f804) 30i Services LLO� (206305440160 Robirimiders"berall In ;, �,�)�,,�,"��I-,"'l " "' Q ,���'-��,,,,��!'�,��,����,.'�,'��,,,-�'�,,,�,,�,�,;,�,'���,��-f?',,"'l-'�'���,,�'5."'� "'��I'l�,�Ill,""17�'ll���I'll,� 1�1 I � , , I '-',��,� :, I - I � -i".-o""', ,,�i -,�""',�'."', � MWN ��M�R��t�" ,� I ��i�,�,,,,�,, ,,,.I'r� lv� " . ��`,`A��,,:I,��,' 11 I Quality Assural lbralraillon AWrOVO4fi N, Approverl far I b= , Deakin prodi poloenotial Flat praffle - Domal QO Cor*l Oat, 1701= H No Outsido Y.. Resistant I pr-ro WA Frot Profile -VmId6h. CA Uri No yos� MIA MIA Fiat Fir.litir - Rial CA 12t3i=20 No Yoo MIA WA Plot P,offle -,Slo�kl CA 121sill NO Y MIA MIA Fiat Prof. - Ri ,CA 12,31,2020 No Y.. 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MIA MIA 2 ITitirsippIAll Hinge plate metal Connector Plate i2J31)2024 yes Yes MIA NIA 3 ITW BCG04AM Trulax Metal Connectorfillue iMI12024 Y" Yes MIA I'll A 4 ITWSCQ/AIO1Ao Wave Metal, CO.40orpl i2J3112024 Y.. Yea MIA, - bill - I Florida Depadment of Business & Profmilonal Regulation Pogo I Of 2 Florida Department Of Bull & Professional Regulation P.O. I .f I Florida De partrin" of Busilress & Proliessicnal Regulation Pogo 1,�,fz Building Codes end Standards larl Buildi ng Cod" and Standards di Building Codes and Sta ridardil 9012021 Product Apporoval Appilication Data 11 Product Approval Application Detail Product Approval Application Detail. iiiiiiiiiiii���iiiiiiiillfllllllllilliliiii,iiiiiiiiiiiiiiiiillilillilm�iiiii'';I I'll ,ii;;i:i�l��l:li!;::iiilli;�li:"'':I ,ill 29ft cilutv 2i we Vat, Pomi Ol C.d. Jus 20 c-loo,peoloilina DAR 11111M 19MLIMINNIMlw4kvAamiiiiii�,��!ii!i Emlomokloomm I I I i 11 ! 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Mumber of Nam Ppoillootmicriell contract ItselistionZate in "I Cutolicto HVI 2i Resistant Plessuine settle Product Model Nuftel New C Product Dotreflador; ontratt Ext,frell Vally in fivi outside, Hvi Reallow Prool6i Quality Assurance Approved for Use Approved for Use Inw 04" I lill . 18 0. high strangth truest el plate 1 MU202Z. vi Y" M (A Ml I fill.rotom LVL LarrintledYlimser L-lair o3al'i No ye� K(A MIA 99" Pintall Model Merrill of Nam, Pinal flatearat., C-I emindi Da, In bi Cull L&A lisidstart P,-r, Z MiliaMS I's Pa. super iflo stength.trusil,corriect-l-plato I xi 11!a Yes MiA NIA 2 Points. I -11mbetebrillod Poralle][StroniaLumbar Q3,31ii No �ai WA WA 11 Ajph`�Ahjrni sold 8omp:Vw�,dAIUnrrum $Oft All AIumInum�*Qftd,&Vo,tl AlumInum a7r:10,2073 No Y.6 No NtA 3 mil Iti 16 ga,,butis oonnedol IN311i Yes, �Iles NiA NYA 3 L,9L Lornitted Sit.raprtkurnbor P12112i t�o yali MIA TA . Pill , Ump;Wcod "I � . , , Sloffiti,crillUilocrip"Wood I , r , .4 � rill 18 I high,etraintil tritil con-clar plot. 12illil Yes Yal NfA MIA 4 Tj Pan, al 360 clu rel COrApoeft Lumber or pril ldigrand Ii ti Yet MIA I'll 6 a MT20HS TLIBI fill 20 Z&. birth strell trots oonlreft Mate 12131l= 1119,��Wdorplatol iml=l Yel Y- Yes Y�. MIA i fill five 5 Wey.thO.-or R)m BeanI board Ill Board cident Smond Board Ill Board 03131=3 No Yell MIA ri 7 TLi MT20 20 gial triliss connector plot" 1 Ml iii Yoe Yes MIA KIA Florid$ Department ol'Susiness ii Professional Regulation Building Codes and Standbirds Product Approval Application Detail Pogo 1 of I V�5,2022 I Code 5rithy Or I Dal D�� Di Pending vote Im � Month Contact Enahni &LIcel vaudaw a Validated submitted, FOG Approved Anallovied Milli Revision 2P(3� Global Protiorl Proiducts, LMD. -rinil Robinson Walter A-Tift Jr.. P.E. Jol Kn.z*vIel PE Dal 09JOBIX12D I 0101rill 12iii Approilad CateglW. Shutters (954) 5agi P&44187 W) 772-ill sulocategorl � , Sit- Panel. firin,trobinsomilil9proentoom compliance Mothl &,alulation Report from a Florida Registered! Arch itoot oi Uplo6sed'Florkla Prottlegorraltirginver I `4 � ", 4',11�____, _ , -, -1 - � ".), - - , ", ,��'_ � " - " __ , R - -, - 4404M 11 '_ � zell �,�'I",-",""�""��n__���1,1�,�� 1_,� , L11111i�Irl"v; _ - , " -, , ", � 'I',, " � - � - � �, _-,,� "" , � , ', � � � i� _�,,,�,,�,,,� `_`,:�,,�:,� ,,,, -�,,, �,,:� , �M' , � �_ I 1, � - I �� -,, - � " , - , ", ',lr-';,�,Y,,,�;,Li�l� r ? `�', � ", , , _- , _�� D � : " , � - - �, � ,�, �L , - - '�!, - � ,%;'-,-- - -i� - -� ,��,� , � -, , ,,,�4 � �,�, , ,,;�� ,,, ,,, � 11 I �%� _�� - ; l� �1. I . , � . �� � '��ll'�-,�"I.I�l-"--,""�-,���,� ,�, ,. , - :__ li �, - I � I - _', _ , ___ 11 _� I , Quality Assurance .11, I'll " . AblatilevedilibrUse, AointervedforUse Ini � Dealers Soot ft Pooduct Madlet Number or Name - Prod uct Doolotription Corti Expiration Date In IqV outside HVHZ Resistant pressure 1 20 Gets Gialvanieted'Solifel Storm Partell-will Corrugated Galvanized Steel Stomn Panels reautord 1201= Yes Yes yes NI'llit OF not Oytrooks,to provide hurricane protection, 1 2 24-Gogs Galvanized Steel Storm Parna"HiVi Contrugal Galvanized Steel $bol Fell retained 12ii ,2022 No Yes Ye- NiA. ar not by tracks to provide, hurricane. protection. �Qusft ASWral A-vadforthis Amailrolodflill-4- Iminal 6-4 Prol MoldWilignotroral Nome, Product Description Consul Exalmillon Data In HYM ol gedstant 1 Quality Precool or cornmervial coffill,folt.produl Precut arid Prestressed Concrete Urtels 05125ii NO Y4. NIA May 27, 2022 _11i I a) III I -a — M > 2 0 = - -1i 0 = 2) a) C)_ )_ = 0 -6 I L_ , a -&.- 0 0) -4- Cn . a) L__ C 0-0 0 0 -0-0 — 0 ill ca. = 0 3: Ill C: 0 .0 -&-ir U_ %+_ 0 — M > . T An _0 a) (n E " _21 I 2- 0- = �__ M -0 40 . C: M cn c- .< 0! < Z Z W mi C14 .9 III KI -= = co 1= 0- Zo. Ll 0 = " = - . LLJ fj (n I I CL t- C= ca C.) cv2 — .0 00 >< Ill " iii .T I C)- cc C= i V) cn .0 ci - 4) = I -4 - " ;� -0 2 W Ili .= W A2 :0 = — = — = C, .= ,j := lox 1.1 — i 3r. cc 3: Iiiii. I .Z 4i W .0 ol i;. I I = � = .!! :a., (n CL _= I r= 2 C2, 0. tj � C, oollil� C/) a) E R =3 0 0 = (n � M ICU > I > . L CL 0 CL < " -lill 0 =3 _0 0 < L_ CL (2) Cl) _+-a 0 ICU M I < —0 CL �- 0 16_ ICU " LU = M C < (3) __j Z < I _j 0- SHEET NO, PA1. 1iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 FCC orre't Rnks to'41 .9ST approvals listed b�elow, C LICK HER For additiOnal 000naton regatulln2 FlafiftsSt= old =a -PaJoCoUrity Notloe orAcoept_ 00 MCA), QWCK HER 0,e ',F1ro0LtctA,PPr0Va1Z�jPM Seg# Produict g9dilill. Number or Name Product DescaplM 1 Titan Stainless $Usl Concrats & Mason rySore-_w (17N-ss) 114"diametef Titan stainless steel mawnry screw Soo III Product,filiodel. Number or Name Product D6scrintjLon I $DIO11201113 OutacorAocents Connecincr , Screw 2 SWIZS092121 SDI01-12, SDIO212 Sircing-Drive SO Con nector Screw Z SD9112$S.$D92l2,SS, SS Screw 4 SDCP22414, SWF22,512, SDCF22614, SDCF22700, SDCF224�1�13, SDCF,221014, Sirorig-Drive SDCPTimber-CF Screw SDCP221134. WCF221334, SDCF271 9C,�, SDCF�272353 5, $DCP22434, SDOP225.12,.SDCP22614, SDGP22700, SDGP2M, 8,, SDCP22gt2. Stong-Drive SDCP Timber-CP Sqmw 813CF1221106, SOC P221 I 3�, SDC P27-1400 0 S0HR2T4OQ, SDHR27614, $DHR31400, SDHR31614 Strong-DriveSDHR Combo -Head Screw 7 SDS25112� SIDS25134,$13825200, SQS25212. SDS25300, SDS263l2'$DS254l-2; Sbong-DriveSDS Heavy0uty conhfttor Screw sbS255oo� absmoo, SDs2,58W i 8 SDS2511,2613, SPS2520088, SDS25212SS' SDS2530OSS, SOS25312SS Worg-priVe, Sps Hpavy-Duty Colmeclor SS ---raw 0 SDWF271 6. J9DWF27.20, SDWF�72_4, SDWF2726, SDWF2730 strong-brive sDvVF Floor_to�Floor Screw FL#10007-RB IMI Product Model, Kum bar or Name enaduct Desc I ATR318, ATR112,ATRS18, ATR:514 Threaded Rods 2 ATUdS, ATUD8,2,ATUb9, ATUD9.2,ATUD94i ATUDI 4, ATUD14-1 Aluminum Take -Up Device 3 BP318-2, BPIJ2, BPlJ2-3, BIP5/8-2, SP518-3,13P314, BP314-3, BPRTUDS-4 Bearing Pla*s 4 CNW318 ' CNWI& ONW518. ONW314. CNWSIB-IJ2, CNWW4-5/8 CouplerNuts 5 CTUD5$, CTUDO'o, CTUD.W, QTUQ76, CTUD76, CTUD77, GTUD87. CTUD86, CTV097i Coupling Takie-l)p Device CTUDp%�CTUD99 6 N3, W, N5, NO Heavy Hex Nu% 7 RTUD3, RTUD3B. RTUD4. RITUD461 RTUDS, RTUG,8, RTUD7, RTUD6. Rakheting Take -Up Deviqe� 8. TUM TUDIO Take -Up Device 9 TUW35 Tak6_upwashef ID URS3 3/8" Upft Rod Run Tiedown System 11 URS4 1,12"'Upift Rod RuriTledown System 12 URSt5 s/8" Uplift Rod Ruh Tiedown System 13 URSO 314" Uplift Rod Run Tledown System I'LlirtQ441-1115 SOO * Product Modal. NUMDer 6� Nanite Prod uct Desolliption I DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 1-11308, HH001 I, HHDCfl4 Hold-down 4 HDU2. HDU4� HDU,5, HOUB, HDU11, HDU14 Hold7clovvn 5 HPA28, HPA�5 Slrap�stylei 6urlin anchor 6 LSTH08, LSTHD8RJ Strarp-styip hold-dowr 7 MASA, MASAP Foundation anchor strap, 8 MPA132, MPA144 Strapt$rlyie purlin anchor 9 PAT8. PA23, PA26, PA36: PA51, PASO a St P,,'�IO Nrlin anchor ID PAI18' PAI23. PA128. PA135 Strap -style pu rlin Anchor 11 STHDl 0. STHD1 DRJ Slrap-s" hold-dovvn 12 STI-113,14, STHD1 4RJ Strep-stylia hold-down Simpson Stroqg-Tie 2020. FBC Approved Products Updated 12i3WD20 For diteot linksloall ZST;LpptqvA!s Wed�belq,&, gLICK HERE Far Additional information regard! NP FIodda!1 Statewide Pr9duct'ApPrQvaIS*ern And Miarni-Dede County N2�lco QfAmEtgrroe (NOA). Q&Ld=. 21 LB series hangers Topflangle hargereavailable,hri Wdth of 1-0/16"and heights, ranging frcM64ia" to 22 L15AZ series hangers top flange hangers avallaole,lin Wdth,ofl-W I Wand heights ringing frorrig-311 6" to 18-10� 23 LEGZI� LE05, LEW series hangers Top flange hangers available in Wdths ranging from 3-14� to 0- 718"And'lie� lghts ranging frorh 0" to 33-1)2', 24 MEQ6, M EG7 series hangers Top flange hangers available in,Wdthe ranging from 5-10'to 6- 70"and heights rdngingfirom 9" to 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 9-114'4o 24", 26 PF, PFB, PFDO, PFDSB series hangers Top flangre hahlieteavallable, rowidth of 1010" and heights ranging from S�Ya" to 7.1ye'. 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available In widths ranging froml .911V'to 7- 1/8" and heighte ranging g1lVto 32". FL#t086_Q-R5 Model. Number or Name Product Descdg= ABA44R; ABA48, ABA46R; ABABO, ABA06R ��t Adjustable Post Base 2 ASU44i AB.U44R, ABU46-ASUOR., ASM.,a, A�um,, ABu65, AEMO, ABU66R, ABU88, Adjustable Post Base ABU8&R, ABU1010, ABU1010R, ABU1212, ABU1212IR ,3 ABW44Z, ABW44RZ, AM40Z, ABW48kz� ABW6oz, ABw66Rz,,A9W7.7 Adjustable Post,gase 4 ACA, A64k; AOS4,ACS, ACOR, A056 Post Cap 6 W4, BC4$'L B04R, SOO, BOOR, BC8, BCS2-2[4, UCS2-316 Post Cap 6 CB44,-.0946, CB48, CS68, C13615 Embedded Column Base 7 CBS044-SDS2, CM46-SDSZ, CSSQ66-SDS2. C89088-5DS2, CBSQ88-SIDS2 Eftedded Column Base 6 CC, ECC1' ECCU Series Bolted column caps with Wfran�ing from 3441c, 9012" and. W2 ranging from 3-5/8" to 7�1&' 9 COO-SDS2,.5; 5 Sories, Screwed columit capswith Wl ranging from 3�14,tbi 9-117'and W2 ranging from 3-50to 7-1f2" 10 OPT44Z, CPTOq, CPTI5�Z Cancoplod Post Tie Base 11 EP544A. EPB44, EPSAe, EPB65 EmbedOed Post Base 12 EPS47 Emilbaddocl Pod Base 13 LCB44, LOW6, Embodded Column Base 1 4 LPC4Z' "az Light post cap 15 UPB44Z, MPB86Z,MP688Z MomantPostgase. 16 P844, P844R, PB46, PBOG, PSPSR Embedded Post Bass 11 PSS44A� PLSIW. P8866 Embedded Post Base is PBV6, Pavlo Round Post Base 19 PC_44-16� PC4fi_18, PC48_f6L P064_16, Poa�_Je Epb44_15; EPC40_18i EOC48-1 0, post cap EPC84-1,6; EPC88-16 2o Pt4z, P(34R,�,' P087, PCBRZ, PCBZ, PCBRZ, EPC42; EPLC4RZ' EP.Cdz, EPCORZ, EPC8Z, p6stcap EPC8RZ 21 PPB44-4Z, PPB44�6Z PostBise 22 RPRZ Retrofit Pbtrt-Base FL;Iiil[08613�M &Ag Product Model, No m I*r or Name Product Description 1 FJA, FSA F94ndatoLrt Anchor 2 FRFP Flat Retrofit Foundation Plate 3 01-145-6, GH466, GI148-6� PH48.0,,GH410-6, GH410-8-GH66-6, GH6O-8.Q'HW-IEi, 01-168- Girdef Hanger 8, GH61 0�6, GH810-8 4 GLB$A, GLB513, GLWC, 01-8161), GL87A, GL87B, G1.87C, GLB7D Glulam Searkrip Plate 5 GLBTil 2, GOLT15i2l, CLOTSIOL. GBLT6f8, CLRT520, GBI-T82b olulam Searing Plata 6 HOLBA, HGLBE3, HGLBC, HGLBD Heavy Gfularn Bear . Ingi Plata 7 HGT-2 , HGT.3 HGT-4 Heavy GinierTiedown ,a UFP10�81)88 Universa I Foundation Plate 0, URFP Universal P etrdfit Fouricaton Plate CAr, MOM Simpson Strong -Tie 2020 F13C Approved Products UPOsted 12a"20 Simpson Strong -Tie 2020 FBC Approved Products ppdaled 12iNnO20 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 For direct lirnksto'911ISST a rcyNollsleqPtlovo, CLICK HER pp M= Ism For dreof links to all #$led helcW CLICK HERE For dirot Inks to all CLICK HER aLS aglaWi0a ProduolApproval Mfern and Marni-Dado C=ty NMqe 0-f Aooep� -0,10A HERE� For additional Information regarding Florld no ), SWF&_ Pot additional Inforritation ending FlarldWS Statt§Wli aWqt�jPprqVal Olotern, an d MlarntMde(Courity Notice of Acne lshc��(IIQ!� �E L For arlditional Information regarding Florlders8tateefinide Produpt Approval 4),Wernand MwnI4)sdP County Notice of ArcOEIahco (NON. &W&f;JM_ FL#1 2MR6 FLAM0456-RB I I HUS, HUSC series hangers Face-moUnt hangers available in widths ranging1rom 1-51V'tc 3- , I Oil 6'f and heights rargiqg from 4.6tl V, to i i ': �60 nc4wed flange Sw # Product Model, Number or Name Pmduct Descriotion jqL1 Product Model. Number or hialne ProduS1 DM Viersidll'(H USLC) availtilblie for models h,*ViKg width equal to or 1 A21, A28, A$�, A34. A'�6, A44 Angles, 1 ST, STB, BTHI BrickTies greater then 2 APA21, APA4, APAe, APVA21, APVA4,APVAS Outdoor Accenia-Anglas 2 CMSTI 2, CMST14, CMSTC`I 6 called strips 12 IUSsaties hangers Faw-mount hangers available in widths tartaingfrom 1-71T to 3m 3 AP544, APB44R, A�VBO(�, APMR, APL588, APW6R, APBlUl 0, A051 01 OR AFVB44. Outdoor Accents Post Bases 'S Ctl 4, CSI 6, CSI 8, C820, CS22 4' oiled Straps 50"and heights ranging from 9-114!"to 16"; APVI3441R, APVSW,, APVBQ6R� APV6158, A�V[2188R, APVB1010, APVe1O(lOR 4 CSHP18, CSHP26 CoiledStraps 13 LGU3.25-SOS, LOU3A3�SDS� LGLIS,25�SDtr Face -mount hangers A 'APOJT2-4, APDJTZR-4i APDJT2-6, APDJT:2R-Ol APVDJTZ4j APVDJT2R-4, APVDjT2-'O�. Outdoor Accents Deck Joist Ties 5 CTS218 Ciompressiori/Tonsion Strap 14 LU24, LU2OLLU28, LU210 Face -mount hangers APVDJ72R4 6 D$P, SSP�. TSP, Stud to Plate Ne 15 LU026ZI LUC21,OZ: Face-Mounthaingers 6 APHH4Q,APHH4SR APHH610, APHH61OR OutawrAccents Heavy Harger 7 Hl, HIOA, H25k 143i H6i HIZ� H16,11-1165i H16-2,LHIS-28 HurricarreTes 18 LUS "ties hangers Face -mount hangers Available in Wdths ranging from 1-9h 6" to 4- 6, API-4, APLS, APT4, AFTS, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam-1:6-0oluirr Ties, 6 HGT-2, HGT-,S, HGT-4 Heavy Girder'riedown M" and heights ranging from 3 " to I 0-1511a 7 APLH24, APLH24Ri APLH20, APl,H26R, APLI4210, APLH21 OR, OutdoorAcoeritt'Lijitt Hangers V HS24 HurrloariaTiiir 17 fv1GUS-.e3,-SD$, MGU,5.2&.$D8i MGU6.6O-$M, M.GU5.62-SDS, MOUTOO-SID-5 8 BVLZI BricK Veneer LedgerConnector 10 HSS2-SD$li5;.HSiSZ2�$0S3� HSS�-3-SDS3HSS4-$DS3 Hesvy$tud Shoe I B MIU serles, hangers Foce�moo Mt hangororsivailable in Wdtitis ranging from 1-9/1 6111to 5� 9 CBT2Z.CST4Z Conceoled Beam`Ti�s 11 HST21 HST3, HST,�: HOTO 'StraightSitraps lff'�ard heights ran ging frarri,6-1611,6` to I I/Z" 10 rJT,3Z.,CJT4Z, CJT5Z. CJT6Z Cbriceoli Ties 12 HTS16, HTS20, HT$24, HTS28,, HTS30, HTS30C Heavy TWst,$tTaP 19 Mlisat MUS28 Face -mount hangers 11 M14 Deck Joist Tie 13 HTS01 SKTZ,, HTSQXI�TZ Heavy TwstStrap 20 SUR, SUL, SURG, SULC series hangers Skewed f4cp7rhqunt hangeraavailAble in witiths ranging tram I - 12 DS Dry Wall Stop 14 LFTA Light Floor Ti ' a Anchor 9116" to 34vl.6'and he)ghts ranging from 3-111 8'� to 13 FC4. FC6 Framing Clips 15 LSTA9, L$TATZ, I-STA16, LSTA16, LSTA21, ILSTA24, LSTA30, L$TA3e Straight Straps Concealed flange versiori,(SURG, SIJ�C) available for all double 14 FWANZ Foundatioln Wall Angles 16 LSTf4g, LST173 Straight Straps ZXL and 4X models; qn]"ot'lite flaing'siS concealed 15 GA1 I GA2 Ggrsel:Angles 17 LTB20,LTS40 13fidging 21 U series, hangers Face�moujit: hangers ovpilable in widths ranging from 1�911 &I to 16 H2A, H2.L§T, H8, HIOA-2� H1 OS, H14, HGA10, Hurricane Ties, 18 LTS12, LTSOL6., LTS18i LTS20 LlghtTmAstStrap Wand heights ranging from 2-518!'to 11.1�4"� 17 PCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 16 HH4, HH6 Header Hangers �o mSTv, lviSt�t, MsT48, Mstm, msT72 $tralOhit Sbaps 19 KBS�Z Knee -Brace Stabilizer 21 mSTAP, mSTA12, MSTAT6, MSTA18, �MSTA211, MSTA24, MSTASO, MSTA36, MSTA44 Straight Straps FILM 06,6744A W L$O, L50, L70, L90 Angles, 22 MSTC25,� M$TC40, M&05Z� MSTC*6, MSTC78 Straight Straps '21 LCE4 Post Cap �5 MSTC4803, MISTO6604S Pre -Bent Straps SeaS Product Model, Number.orNarner 22 LSSb, LS50, LS70, LSOO Ske"ble Angles 24 MST1261MSTI,�O, UST146, msTiso, ivism'72 Straight Straps BA series hangers Top flange hangers available in wdths ranging from 14116" to 7- 1-3 LSCZ Adjustable- StairStringer Connector 25 MTS12, MT818i, MTS18, MTS20, MT824C, MTSSO� MTS,36C Medium Twist Strap 118" and heights ranging from 7,11640 W'� 24 LSSJ16LZ, LSSJ2ORZ, LSSJ28LZ, LSW28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger NCA2xl O-1Z NCA2xl 242, iqCA2x6-l'6, NCA2xlC-16, NCA2X12-1 6 154idging 2 DGBF series hangers Top flange hangers available in Wdths ranging from 3-5/V'to T- 25 LSSRI-41, LSSR2,1, LgSR2.37, LaSR2.56, 1_18SR210�2, I-SM410 Field Adjustable Slopeable/Skawabis H26gor 27 RCWa12, RCWB14 '\1VA" laridn"qL 1/8" and beights ranging from 9-114" to 24% 2$ LTP4, LTP5 Tie Plates 26 RPS18, RPS22, RP$28 Repair PIats,SftJ:, 3 DGF series hangers Top flange hangers avallable.in widths rairtoingfrorn 1 -1 Zto 3- 27 MI_232� M1_24Z, ML262, M112117, ML21OZ Angles 29 RSP4 Stud to Plate Connector 51§",ard filigifft ranging from 7-110 to 24�. 26 MMH8 Roof Tie -Down 3,Q SPI, SP2, SP4i SP6, SP8 Stud Plata Tie 4 DGHF sees hangars Top flange hangers Available in WdThs ranging from I -W�Vlp 3- 2P MMHC Hinged RootZannector 31 SPH4 , SPH6, SPH6 HeavyStud Plate Tie 518" and heights ranging from 9-11N'to 24% 30 MMLU2O,,MMLU20w2, MMLU28, MMLU2", MMLU210, MMLU1211, MMLL1139, MMI-LIM11 FacO.Moprit.Hangers, 32 SSI.5,� SSZ�, SS3, SSile5 Stud S1190 6 E.G5, EP7. Er I ,9 air es,'hangars Top flange hangers available in Widths tangjhg from 5-1 X' toL 8. 31 RBC:RBGP Roof Bounclary�Crips 33 STOj ST12,ST118, Sf.22� ST;M2,.ST21 n, ST2115. ST2215, ST6215, ST62241 Straightstrapg .718" and heights ranging from 11" to 52-1/2", 32 RST-3 Roof Tie-Qdwn �4 TWO, TB27, T830; T1336, TB,4,2, TB48, TB54, T1356� T860 Tension Bridging �p EGCI series hangpis To $3 RTC22 , RTC42'L RT , z C27' RTC,44 R41d Tie Connectors 35 TWBIO,,TWB 2, TVVB14 1/4" and heights ranging from I'l-VA"to 32'. 34 STC, STQT, DTQ, HTC4 TrvssClips SO, VGT, VGTR,,VGTL Variable Pitch Girder Tiedowri 7 GL.Sserjea hangers from 3-114!'to 6-70' S5 TJC6,7,TdC57 Truss Jack Clips V VV81 06, W81 USC, WS1 26, WRi 20C, WBI 43,0 Wallsfacing �mnd heights ranging thann 6-IJ21' to 2EV_ Ze Z21, Z4,Z44 Panel Stiffen at Clips 1 $, GLTV series hangers Top flange hangers available. Invvidthe raingling from 3-144c, 7- 118" and heights ranging from 11" to 37' 0 H9 series hangers Top flange hangers,available in widths ranging from T-911 930-- FL#10447-R5 112"sind heights ranging from 8"tia'30", Product model. Nunt!ar or� Nam Product peso&= 10 HGLS series hangers Saddle hangers available in widths ranging from 57110to 8J�5` Sag Product Model, Nuibber or Nam Product Description 1 C13H2.37x5,5,08I423,7x7,,6a, C81`12.374.15 Concealed hangers 4ndheights,ranging from 10-117'to 28!'- I AHEP Acj ustabis Hip�Erid !�ciirrscbor 2 DU, DHU. DH UTFaerlos hiinOers Face -mount (IOU, DHU) andtolli-flainge (DHUTF) hangers I I I-IGILTgerles, b4ingers; 0 _Is aVailat'le'lin Wathe ranging from 3_J K,to 8_ ,top fiarrgL' hL )hg. DSC�R-SDSS, DSC,2L-SDS8,, DS05R�SDSS, DSC5L-SDS3 Drag Sitrut'Conriectors availalbWin widths ranging from 1-9116'to 3,9110" and heights 718" And heights ranging from 7-1124637. ;3 GBC Gabk� Brace Connector ranging from 9-116" to 23m15146'. 12 14GLTV series hangers Topilinge hangers available in*dths ranging from 3-114!'to 7- 4 HCPI.81, HCP2, HCP4 Hit) Owner Plate 3 HGU3;O3,SDS. HOU5,50-SOS, HGU5.O2-S0$, HGU7,O0wSD$,. HGU7.25. Face-n-tount hangers 118" And heights ringing from 14" to 5 HHRC2�2. HHRC42, HHRC42�2, HHRC.411,81, HHR044, HHW" 5.25M:25� HHRC5.37131Z Heavy Hrpto Ridge Connodtairs 51)$, HGU9,00-SDS 13 HIT series hangers, Topffan e hongeisaVailable in vAdths rainging from 2-'Wl&.'to 3- '9' PHRCM 4 HGUS, series hangers Fooe-moont hangers AvRilablei in Wdthk larging'frOm 1-5/8"to 7. 9118" and heights ranging from 18" to 2a". 6 HR01�1, HRC22 "0 Ridge Connector W8"and heights rAngingfrom 6�611V'11* 12-IM". 14 HUST seritshanglOrs; F Top flange joist hangers available - in widiths ranging from 3-Win 7 LRU26, LRU28, LRU21Q. LRU212 Raftr Hanger 5 HHGU6,26�SDS, HHGU5,59w$DS, HHGU5.62.SDS. HI-IGUITOO-SLDS, HHGU7;2"QS' FAce-mbOnt hog L ers heightstariging frornS�Sk'to Z, LSU26, L45SU28, LSSV21 0 Lght'Slop0ablet5kiewablerU Hangar HHGU9,QO-SOS 15 HUTF, HUCTF series hangers Tolpflangle haingersavailable in widths ranging from 1�9116"to 5� ,9 TBEA, TBE6 Truas,Beahng Eoharicer 6 HHUS26.2� HHUS28-Z HHUS�_10-2. HHIUS46, HHUS44, HHUS410, HRUS550110, Face-Triouint I'" am 112" and heights ranging from 3�711,0'to 16'.Cncelad Range 10 TQ24,,TC26, TC28 Tfuss,Clip HHUS7,25fid vorsion,(HUCTF)a4lable for all models having width equal to or 11 THA29, THA20, THA218, THA218-2. THA2 1 22.2, THA413,THA41 8,.THAG418, THA422, AdjustableTruss, Hanger 7 HSU R, HSUL, HSURC, HSULC series hangers SW"d face-mourrit hartgers available in Widths ranging from 3- THAC,$V2,,THA420. THA01-2,1HA428-2 118" to 5-im" and heights ranplrgifrarn 4-39� to"1�4!,'. 18 HWP series hangers Top flange hangers available in widths; ranging from 1 -9/16"to 7- 12 THAII �81M, THAl2.b6P2, THAl2,102, THkI222. THA1322, THAI�522, THAK�2 Adjustable Truss Hanger�Sized for I -Joists ConcaaW flange �orslon (I-ISURC, HSULq)avWtWble for all 118" and hell _qht§ ringing from 5-318!� to,Zel� 15 THALA�Z THAFZ422 Skawed,Truss Hanger double 2X and, 4Xmcdals; only acute flanglie �,coqcealed, 17 HWPH series hangers Topflangp hangers available in,Wdths ranging from 1 �511`6� to 7- 14 THJA26, LTHJA�O, LTHMA Multiple Truss; Hangers a HTU26i. HTU28,,HTU210, HTU26-,�, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3X' to 32'. 15 THJM2-4�SD85, THdW-5.SD!§�, THJU THJU��W Multiple Truss Hangers 9 HO, HUC�serleshanrgLrs Face -mount hangers available in Wdthr ranging from 1-9116'to 1- 19 ITS series hangers Top flange hangefSavaitable i Wdths mnping from 1-9/fV' to 3- in 16 TSBRj�24 Truss Spacer;Rettnaint 112" ondineights ranging from 2.71IT'tal 9.1PV'. 518" and heights ringing from S-I 187 to 16'. 17 VPA2, VPA25, V'PAS, VPM5, VPA4 Variable Pitch Connectors wrsion (H Ub) available for�all models having wi0th equal to or 19 JS series hangers TopflangL hangers avallabieln width of 1-6116"ond heights 18 VTCR VallayTruss Clip greater then �-91`1 6`� ranging'frorn 5-318" to 74M", 10 HUCOI.6119-SOS. HIJC01.81/11�SDS. HUCO210�ZSOS, HUCQ210�37$Dai HUCQ310- Face�mcrunthangers 20 JGA series hangers Topflange hangers available invvidth of 14116'and heights A HU006.25111 HU 10- SPS, HQ00410-SOS� HUCQAI�,SDS, HUM5_2%-Sl� sps Coe 'Lio 13 ranging frorrtg-�Jl 6' _1)8", SDS, HLIC0612mSDS, Simpson Strong-Tia 2020, F13C Approved I Products Updsted 12/30/2020 MMFor direct llnk%to oil $,$T approvals Wad b9lore. CLICK HERg, For additional inforMation rNLrdhp Florjda!� Stallowide Pr9ductApproval System and Miarrifj;iade County Notice ofArcemnice (NOA�, F1#11146111-HO AW Product Moggl. Numberror Narnit Pmduot 9acription I HHUS,210-3, HHU0210-4 Joist Hanger 2 HIRSO, HR88i HR812 Strap Ties 3 HLJCWIG�2�61JS� HUC4210-3�81)S, HUCQ310-SDS Joist Hanger 4 THGB2, TH09.3, THGBH�, THGBI4 THGER14 Joist Hanger ,5 THGCi2-SDS5j. THGO3-,S5S4Z, tHGQH2-SDS3, THGQHSSDS4:5, TH001-14-80S6 joist Hanger 6 THGW3-3, TH13W.$4, THGW4-3, THGW4A Joist Hanger FL#1 i413-R5 §W Product Model. Number or Native Pwduct DoscdefiM I DETAL20 Double Embedded Truss Anchor 2 FGTR, FQTRHL, FGTRHR, Girder Retrofit: Anchor 13 H16, H15S, H115-2: H18-,2S HurricaneTio 4 HETA12, HETA16, HETA2Q, HFTA24, HETA40 Embedded Truss Ahrhor 5 HETAL112, HETAL18, HETAL20 Embedded Tmss,An,ch r HGAM10, HMO Masonry reirrofit connectors HHETA16'. HHETA2P, HHETA24, HHETA40 Heavy Embedded Truss Anchor I_GT2, LGT_,is0s�215T LGT'4_SDS3 Girder Tiedown 6 I-TA2 Lateral Tru ss Anchor 10 METAU, MET-A16, METAIS,META�6, META24, META40 Embedded Truss Anchor 11 MSTAM24, mstAwfi� m§TcM40, MSTdM6O Strap Tie for Masonry 12 MiTsmie, ursim2c, f4TSM16, HTSM29 Twist Sbap for Masonry FL*t 1496- Sgg# Product Model. Kum bar gr Nand Prodtict Description I DTTIZ DepkTansidnTie ,2 HD12. HQ19 Bolted Hold-ris 3 HD35� HD5B� HD7R. HQ9B Poltoci Holdowns 4 HTT4, HTTS, 14TTS-V4 Tension Ties 6 LTT19, LTT,20B, LTTIZ1' Wit"Ter'sion'Ties FL*1W_&R5 JW ProductModel, Nurri Name Product Descirintion I §B518x�4, SWIU24, SBlx8O 88 Anchor Bolts :2 SST91 6 SST920 ��ISSTB24, $81e28,8ST834, SSTS36, SST81 6L, S�STB2011., 8ST824L. �SSTS Anchor Bolts SsmaL FL#1 38,72-R4 5" it Product liikrdel� Number or Name PiraductOetchrition I CMSTl 2, CMST1 4;, CMSTC16, C8141 CS16, CSIS, C820, C$22 Colle(tstrops 2� HRS6: HRS8. HRS12, FHAO, FHAR, FHAlQ, FHA18, FHA.24, FHA30, MST126, MST136' Strap% 9:7 mil (12 94) M8TI48, MSTWO, M&172, SIMST21. SIMS"7, VMST4,8 3 HTS16, HTS20, HTS24, HTS28., HTS30, HTS1301C HaavyTwistStraps 4 LSTASQ, 1_STA35,,L$ . T14Q, LST171. MS�I`AO, MSTA12, MSTA15, MSTAIO� MSTA21,,MSTA24 Straps-43 mil (1,6 go) 5 LSTA9, LSTA1.2t LSTA16, LSTA18, LSTA21, LSTA24,, ST292, ST2122,S1721 15, ST2215 $ttra, a �53 hill (20 W�a) Z I-SUBI-13.25, aLIBI-13120, MSUSH3,25 BrilgingCorinActur 7 LTP5 Lateral Tie Plate ,8 ILTS12, LTtl(5, L'TtI8, LTS26 Light TwistStraps '9 MSTAZIO, MSTM6, �3T0215, S,7r,224, sT0,,5T12. ST18, ST22, MSTC2%, MSTC40. MSTC62 , Straps 54 hill (16 Oat 10 MSTC68, MST0781.'ST6�56 Straps 68 mil �14ga� 11 MTS12, MTISIO, MTS18. MTS20, MTS301, MTS24C,, MT830C Medium*Twist , Straps 12 S182,37, "256,S�B2,6e, Wa3A2, SIML6: 818a.62, S1134.0�; Top Flinge� JolstHarget's SIB4.12, S184,219t, WB4.751 S/B5.50 13 SfI3A2,12J8,SA3A2,l2J1Q SIBA2.12N2, StBA2.12,F14. SfeA418/6, SIBA4.18110� Top Fla rigeJoist Hangers S/13A4;l5/lZ5fBA4.l5/l4 14 WA HurricansTs 15 StHD8S, S(HOCIRS/1-IDIOSt SIHDIOR, SiHQl5S,,S/HD15B Holdowns 16 S11-IDU41 WHDUO� S1HQ'U'9' VHDUI I Hold1twns 1T SfJCT' StHiCT Joist Hangers EZ= Simpson Stronlig-Tie 2020 FS-C Approved Products Updated IW30/2020 For direat links to,all SaTgpproviils listed Peknet, CLICK HER For !,dditional information frigsraing Bondi Stalevvide Product'AppravalSyslem and Mami-Dade County Notice of Aroeptance INCA), 2AQKJJ=� 16 SILUVI:56, SILBVI,81, SILBV2,06, WLENZ 57, &LBV2.56, SILBVI68, SILBV3,12i Top Flantle Joist Hangers S/LBV3.58, SlLaV3.62, SILBV4.06, SILOV4.12, SCIBY4_28, SILSV416- SILBV5.60 19 SILTT20, S/DTT2Z, §JHTT14, H174, HTT* Hpidowns �O WSTOO, SUST72 Straps 118 mil (I 6�ga) 21 $P4, SP6 Stud Plate Ties 22 SSP, DSP: T4tP Stud Platat Ties 23 STC, OX TruseClip 24 Tn=, Truss Brace Diagonal 25 TJC3? Truss Jack Connector FL#13904-RS Iga Froduct Modol, Nu m bar or Name Product0laserh3tion 1 CqQMa,62,SDSH0G, GQQM4_62-SDSHDQ, CCQM5,5Q-SDSHDG_, CQTQM�M,SDSG, Masonry Pier Caps OCTON4.62-SOSG, 2 Eq-�LOM31l2GXT, ECCLOM4.62G.KT, ECCLQM5MG-KT, ECCLLQMD1b-2G.K, Masonry Plat Caps ECCLLQ I Mb4,62G.-KT, E�CLLQMD5.50G_K�, E6CLRQM03�6�GXT, ECCLkQM04;62C- Kr, =LRQMD5:50Q-KT 3 HGUMS25,,HGUM5,'5D, 14GLIMTOQ� HPUM7.25, HGLJM9.00 Heavy Masonry Hangers 4 LOU013-Z LGIUM26-3� LGUM2 &4, _GUM2.84, UGUM28-3, LGUM28-4, LOUM21 0-2, Masonry Seem I Hangers LOUM210-3, I-GUM210-4, LGUM4e, LGUM48,,LGUM410 5 MBHAMVgZ, MBHA3A2f11.25, M5HA15W,25, M9HAa56)D25, m6l4A3:561111,25, Masonry Top Flange Beam, Hangers MBHA*6&1 1,88, M1314A�,;5,6114, MBI-JA3,5$46, MSHAS,5011,5; PABHA5,6J0/7,25, IvBHA5.6Q/9;;i5, M13HA5.50/11.25, MSHA5_W1 1,88; MBHA5�5'Of14. MBHA5,5Wl$, MBHA5_5G11O 6 MSHU3,5019.25, MBHIJ3.�56/11.25j MBFIV3.56MI,B8. MSHU3.6&14, MBHUS.56116, Masonry Beam Hangers M81-11-13,661118, MBHU&80M,25� MBHLI,�.W`112f�, MSHU5,5011 ME3H Lli�:60114, FL#13975-RS Soq,# Product Model, Number*r tfte Produat Desortotion I SOW22300, SDW22,308, SDW224,38.,SDW2246$t7$PW2400,$PW2200Q,, SQW2263a, $1rong-1Drlv9$DW EWP-PLY and TRU5S-PLY Screws SDW226s4 2 SDVVC15450: SDWCIMO Strong-DfiveSDWC TRUSS Screw 3 SDWHl9,73OOLJB SOWH14160006 Strong�DriveSI)WkTIMSER-HE�(Sorevi 4 SIDWH�74dO% 60WH27adad: 8bwH:2T8o6G, SOM2710DOG. SOWI-121/1'2000 3.1rong-DrIveSIDWIF! TIMBERHF)(HDG Screw sDWsis400 S trong-Drive'SIDWS F RAMING'Screw ,a so�vsis6co,,sbvzla7i2,,8DV�S�2400,SDWS�2�.,SDW82251�I SDWS2280tY. 51ron94DriveZ0WSTlMWR Screw(Interim Grade) SDWS228M SOWS22906i SMNS22110PO, SOWS22`1 IQQ SDWS221200ISDW$2�11 500 7 SIDW$223001011 - SE)VVS224CODB, SbWS225OODa. SDWS,22aOOD8, SDWS22WODS, Siting-, Drive BOWS TIMBER Screw (Extenor G We) SDWS�2100008 8 S0W822312Da8,,'S0WS225l2DBB Outdoor Accents Strutoturrall Wood screw 9 SDWS2730aSS, SDWS214OOSS. SOWS275OOsS, SDWS27600SSSDWS2T8O0Ssi S"Irg-13five SMS TIMBER SS Screw SDWS271 COOSEI, SOWS2712COSS 10 $DWV134(10 $trong-DriveSOM SOLE -TO -RI M Screw I I 6TW22 Ovtdoor Aconts. Hax-Head Washer FL#1 5363-R SeaX ftduct Model. Number or Name Product gescudft I AS1 O� AS AS I $S0 18 94, Truss Plates 2 A$2DHS 20 ga, High� Strength Truss, Platte ,1, A6�20 20 ga, Truss Plate 4 ASHP Hinge Plate Connector FL#16730-R4 ftu Product Model, NumberorName Product Doscdaum I Er -HP Adhesive.Archor for concrete 2 GAC; GDP, G-OPM-60, ODPM-75, GDPM-100� GQPS, GW-50, Qvv-,76, GW-100, GTH GasActuated, fasteners And Assemblies $ POPA, PQPA-K, PDPA7MG' PQPAT, P0PAT-K PINW, PINWP, PINWP-W., PDPAWL, Powder-actuarted fasteners threacipci-studr, ;And assem4lies PDPAWL,MG, PSVI-k PSVLS-K, PCLOPA, PM LDP�k, PTRHA5, PTRHAA 4 SET_3G Adhesive Anchor foropincrete, Simpson S I trong-Tie 2020 F13C Approved Products Updated 12r&2020 For dlr,�;t links to al Wl'sporoyals listed belove, CLICK HERE For additional Worritatiprt regarding Flooids!s $istewide Product Approve] S�istent and Manil County Nowe of At;cepLa-rice _(NON, glmj�� 5 SET-XP Adhesive Anchor for oonoreba 'a Stiong-Salt2 (ST62, $TS�_4S8j_St82-6SS) Anchor for concrete available in carbon stea I and Types 304 and , 316 stainless steel 7 Titen HD (THO-H, THD-HMG,, THD-H4SS, THDH6SS, THD-CS, THO-C-sass) Titan HE) Heavy Duty Screw Anchor for concrete and masonry available vAh'h6xh6ad in carbon steel Arid Types 3�A and 51.6 Stainless steel, of with countersunk head in carbon steel And Type Sl 6 stainless steel 8 Titan HD Rod Coupler (TH037634RO, THD50934Rq) Titan HO Threaded PcdCouplerforconcrtit6 9 Titan HDThreaded Rod Harger (THD625158RH, THDW7158RH, THD,37212RH, Titan H D Threaded Rod Hanger for concrete THD50734RH, THD117212RH), 10 Wedge -All (VVA) Wacf&-All Anchorfor masonry FL*116230- ,%W Product Model, Number or Name Pmductomfie= 1 AT-�Xlo AT�XP High�'Sirettgth Acrylic Adhesive for concreWor masonry ,2 Er -HP FF-HP Epoxy Adhesive for masonry SET-XP SET-XP Hig h-Strangth Epoxy Adhesive far masonry 4 Strorg-BoI2,(ST62) Strong -So ' it 2 ViedgeArchor for masonry 5 tillen 2 �TTN�) Tilen 2 screw Anchor toy Concrete Tten HD (THD.H49S, THD-H&SS, THD.CS" Titan H D Heavy -Duty Screw Anchor for concrete, available in 304 or 916 stairlasa�steel wth hol head, and 316 stainless ste, elhodh potintiersunk head. 7 Titan Turbo (T�T) Titan Turbo,Screw Anchor for concrete or masonry AW I X314BID18�5KXISID16,,X-ISIOIB-4KXQISIDIS,XQlB101O.4K Drill Point 2' XLQ114Tl22,4,.)(1LQl 14S`1224�21( 411Z�?4 Strphg-DrjvoXL I-Argeril-lead M Solf-Drilling, Tacpping Sdravys with #5 Drill Point And Large Diameter Hex Washer Head XMQ1 44SI 224; XM01 14131224-21< 412,24�Stronq-Drive XM Medium -Head Metal Self -Drilling, Tapping. $prew�� with #5 Drill Point and Medium Diarriatipi, Hex 4 X�Ql 14S12241,X91 14BI224-2.,5K X1 14SI 224, XQl I 2S1224. XQl 1281224-2K #12-24 Stro ng-Drive N Metal $crows with #6 briii Point 6 �04SI 016, XU3481 01 O-W 010-' 10 Stro ng-Drive XU Metal $0-0 rilling, 'tapping Screvrs with #I,Drill Point FL#3U2O-R0 ANA Progugl: Model. NuM bar or Name Product DescaR112a I DSSCB418� E650648i bSSOB48, 0SHS Bypass Framing Drift Strut 0.6nnectot 2 FOB4,7-A, FC13409-5, FC8411.5 Bypass Framing Fixe,"IlloCoonector FPHS034S!010, FPHS034131010, FPHS0349101MK, FPHSD34$l214, '#10-16and.#12-14-Strong-I)roeFPHSD Firaming-lo-OF'SSelf- FPHSD34BI214, FPHSP14B1214-5K Drilling, Tapping,Screws 4 L$FC�_2�� LSFC4.-�5,', LSKO,25, SFC2�.25. SFC425, SFC6.25 Slie',all Frarning Connector 6 L$SQ4.251, LSSC8.25, S�.25 SSC4,25� SSC6.25, MSSC2.25, MSSC4.25, MSSO6125, Steel Stud Connector; MSSC4.251<W, MSBC6.25KW 6 RCKW3, RCKW5,5',RCKVV7,5, RCKW3S, RCKWB:�S Rigid. Knee Wall Conrieft 7 Sce4V-5, SCB45,5 S084T5,_SCB49.5_SQ8411 I�P, MSCS45.5 MSCB475 Bypass Framing Sllda�Cljp Connector 8 $0592-,5197, SCS,62.,�)07. SCM-5/118. SQS02�5/1 18, Bypass Framing Con nectar 9 SCW,25, SCW55 Hsad-of-Vivall Slida-Clip ronnector 11) SJC81.21�, SJCIO�25, MSjC&25. M5,1C10,25 StpolJoistCQnneotpis 11 S�'518 Bypass Framing SlidewCllpStrvt Connector 12 XLSH34014i4, A$4701414 #14,14 S . tiong-E)Hve XLSH Shouldered Solf-DrillIng, Tapping scrobs 13 X0191618,4iBlbl6-4K,,�(OIS1214, X41131214-3,5K, XQ78Sl 224, XQ76M 2A-W, 910-lff. Ot2-14:and #1 2-'�4 Stronv-OriveX Metal Self -Drilling, X0114SI 224.,')qll4Sl2124-25KXQ1 t2Sl224,XQ112B1224-2K Xa41310115-SK Tapping Screvvs X1 Sl 010; XIE101 64K, XISI 214� Xl B1214-15K U) -Fo > C) Q) (3) CL 0 0 CL W 4.a (D 0-0-0 C) -M ' U5 0 L_ 0 CL C 0 - 0 LL 0 M 4- 0 Ca > .w (n E " 2 C - cn M "'o CU _&--o -0 C: .- Cl) z z W MJ LLJ 0- M in CL CC ocu cu Cn (D E > 0 > L CL 0 CL < 0 0 M =:3 < 0- F- 0 L_ ICU W Z z SHEET NO. PA 1.2. GYu pmt,,& in , . bnhsvm 10,70 Itchookw Ddre, North-V*uk-#,FL34275 Seam. doc&mst: Ull tF®.. i tt '!' i, b' lh. 1 i F & IS t kR,Cd� R• { � bR; y1 ■ y F fi 7■ iJAR y..E ..�Iy' i'at ..ti.. ?3:'..F; dl•i k:: a k.-i, TALM1Rl9iLift 3 a +lY ' di k1 ::ki<.i +at #;3. Y. � !Y!}.. k.E -kk 'i.. �'r,- r# Y ?4 .. `i. !1. t kd -t,3 tt.R • {: :i b Y'i E;.' Mre w€t' :ri Si. t•Y ` Y k iIt lzmm It i Y 5 i.iY #., ss t' F71 1n 1 � W417 I 4,*414 gy p. PX- A Z+�gYs,. -1 g' �t 1AZ14T CUNW4, vx., Pr%AW ssAr.l vvit sup issr May 27, 2022 N N cn Cu O U O O- Q, O O L cu 0 0 0 O _O M LL O . ZS E L O Q� O L m -0 . � /r��� cn E z co _ Co cu o L O '0 0 Q � a� L) m -0 F- O co w� ¢� Z J Z �C J d SHEET NO. PA 1. 3 N MIAIMl-CIA©E' _ , 1 i1AMI BADE COUNTY PRODUCT CONTROL SECTION O N � O � O L Cost Creite_USA, LLC Cast Crete USA. LLC' Cast -Crete USA, LLC CU DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 S€ w% Room 200 � eD -0 CL BOARD AND CODE ADMINISTRATION DIVISION Miami, flonda 33175.2474 T (7861 15-2590 {7s6} 315-a 99 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U cn -- NOTICE OIL ACCEPTANCE (NOA.) ww�vtnta�se ;dadeso�+/econamv � u -0 0 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 - � = O s= N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C 5- =O � � S ffner e ,Florida 33584 g " ,, 1. Drawan No. FD4612, titled Precast andPrestressed Lintel Details", sheet i of 1,Details".0 ,, r�LL I. DrawangNo. FD46I2, titled Precast and Prestressed Lintel Details ,sheet 1 of 1. Drawing No. FD4612, titled Precast anti Prestressed Lintel sheet 1 of . —_ -, .� CU prepared by CraigParr no, P.E., dated March 24, 2003 and.DrawzngNo: LT4612, titledP.E.,„ 1, prepared by Craig Parrino, datetl.�arch 24, Zt?!13 ctnd DrawTrTg It�t�. " 1, dated D3/24103 and Drawing Nr�..Lfi4612, titled "Cast -Crete 4 , 6 & 12 O ,- O SCOPE: . "Cast -Crete -i7 i 1 e ' he I through 3 re re b.� 4 , F & 12 "Lintel Sat Load Tables , sheets ? , p pa d y . - „ - LT4GI, trued .Cast Crete 4 clr IZ Lintel Safe Load Tables.sheets 1 ,, Lintel Safe Load Tables sheets I through 3 0 3 last revision dated 06/I2/14 all T3 O � i i This NOA is beet sued under the applicable rules and regulations governing the use of construction materials. g pP g g .. .� 3 last revision #1 datedA rT128 2003 both an .E.' dated March 4 200 as Craig Parrino, P p . throe h 3 o 3 re ared b Crai Parrino P,E, dated March 24 003 last f ; P P Y , , , . _ . re are st d and pealed b Craa Parrano P. of (I&/19114: P � l;� y � fq -+--� •— U) O M _ _ :- The documentation submitted has been reviewed. and accepted by Miami Dade County RER Product dravan i d and Sealed b Craig Parrzno P.E. _ Ss , b'ne 3' g .. . .. . _ revision datedMarch Il, Z008 all signed and sealed by Crexag Parrino, P, , on , , -C Ca � C S2 I— � C/� Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS � . (AHJ)• Now. 1. Test report on flexural testing on 4" 6„ & 12"Precast Concrete Lintels Filled and B. TESTS 1. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Flri,idled Models, total of (13, j concrete lintel specimens, per ASTME-52p=V4, prepared C. CALCULATIONS Section Miami Dade County)and/or the AHi (in -areas other than Miami Dade County) reserve the right to have i tY gh e'Research ratories lie ort No. 30404A dated 04110/03 signedand dhLaboratories, -Report ,_1. 1. None. Calculations Cast Lintels, dated 0811912014, 14.201 14.236, this product or material tested for quality assurance purposes, If this product or material fails to perform in the sealed by Christopher A. Haman; P.1;" se led b C. CALCULATIONS for -Crete pages through prepared b Craig Parrino F.E. signed ed sealed b Craig Parma P. E. P pa y and y a g accepted manner, the manufacturer will incur the expense of such testing and the. AHJ may immediately revoke, 1. None. g , gn , modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . ,- . this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material . Cost -Crete Lintels, dated tl5/2910:3 207 esprepared'b �Crai 1. Calculations for Cos is, pag , y S . D. QUALITY ASSURANCE 1. 8y Miami -Dade County Department o, f Regulatory and Economic Resources (REX,j. fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. o Perrnittin Environment and Regulatory Affairs. 1. By Maamz-Dade County Departmentf g, � rY i�f . 2. Calculationsfor Cast Crete Lintels, dated 05129103,140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS . This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane n Parrino, P.E., signed and sealed b Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L Nine. Zone of the Florida Building Code.' 1. None. DESCRIPTION: ( Cast -Crete) 411,611 & 12" Mgh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION. F. OTHER : APPItOVAi. D4CU1'ViENT. UIaW1Ilg No. FD4bI2, titled .Precast and Prestressed Lintel Details", slie+et 1 of 1, " a ante revised on M 1 1, ala ,stem Manualfor Cast Crete Maclaine Made Precast Lintels v , tY � .� a3' F. OTHER t - p 1. Letter from Cast -Crete .USA; Inc;, dated O�I9I2014, signed and sealed by Craig „ :. Craig Parrino, P.E., dated March 24; 2403 and Drawing No.: LT4612 titled Cast Crete 4 b & I2 prepared by la g , 2002. _ 1 e and sealed 1. Letter 7/7��_om Cast Crete Corporation, dated February 03, 20 2, signed a J' Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. ."dated Lintel Safe Loud Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., Sated March 24, 20l)3; last 2. Cast -Crete Quality System Manual for Prestressed 2002> , by Craig Parrino, P. certifying compliance with. the Florida Building Cade, 2010 revision dated .tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.1.8 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 13-0321.07 1. Norte, MISSILE IMPACT RATING: Large and. Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shah bear a permanent label with the manufacturer's name or logo and. the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing �o.. LT4612, titled 1. Name. R. TESTS County logo. "Cast -Crete 4"; 6" & 12" Lintel Safe Load ,Tables'; sheers I through 3 of 3, prepared try 1. None. RENEWAL of this NOA shall be considered alter a renewal application has been, filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS �C. CALCULATIONS change in the applicable building code negatively affect affecting the performance of this product. B. TESTS . INone. 1. None . TERYMATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None; C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Mami-Dade County Department ofRegulatory and Economic Resources (REM. mi any section of this NOA shall be cause for termination and removal of NOA. I. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed b D. QUALITY ASSURANCE 1. By amiY-Dade County Department of Regulatory and Economic Resources (RER}. E. MATERIAL CERTIFICATIONSY 1. None,. the expiration date may be displayed in advertising. literature. If any portion of the NOA is displayed, then it shall 1. By AAiami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A co of entire NOA shall be provided to the user b the manufacturer or its distributors and p y f E. MA TERL41, CERTIFICATIONS 1. None:Floridacopy I. Compliance Letter with the FlTBuilding Code,. 2017 Edition, issued by Cast - shall be;availabl+e for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed A sealed .by Craig Parrino, P.E t� This NOA revises NOA # 19-0130.14 and consists ofthis page 1, evidence submitted pages E-1, E-2, E-3, E4 and 4 l -5 as well as approval document mentioned above, The submitted documentation Was reviewed by Heliny A. Makar, P.E., M.S. clay A.14Ia ar, P.E., M.S. elms A. Makar, PM. ,1Vd.S. e p . akar, I'.E., M.S. W d Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product 'Control Section Supervisorf riuu�weuaeC�►,i+rrir r( �. � NOA No. 20-0630.15 �� Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NIA No. Zit-0630.15 Expiration Date: 09/11/2023 cm a z, a f j 2 o f Approval Date: 0812012020 / Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date. 08/20/2020 a x Page 1 E -1 E - E - 3 to,v er . ma S d R ae � � c 3 � � m �m > Cast -Crete USA, LLC Cast Crete USA."I C m ca oC .� a■, � g m X NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. Noire. B. TESTS B. TESTSL Cn 1. None. 1. None: S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami --Dade County Department afRegulatory and Economic Resources RER). L By Miami —Dade County Department of Regulatory and Economic Resources (PER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. bone: L None F. OTHER F. OTHER �•�/ 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Coast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed do sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed cliff sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet l of CL 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. > CDL L1*4612, titled "Cast -Crete 4 ", 611'& 12 "°Lintel Safe Load Tables', ,streets I through 3 of 3, prepared by Craig Parrinor P..iu , dated March 24, 2003, last 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019, B. TESTS 1. None. C. CALCULATIONS 1. None. U) D. QUALITY ASSURANCE M 1 ByMiami-Dade County Department tofRegulatory and Economic Resources (AER). � M E. MATERIAL CERTIFICATIONS Q 1. None: r ~ F. OTHER 1. Article of Conversion for a name change. O � L� = C.Meimy A. Makar, P.E., M.S. Relay A. Makar, P.E., M.S. Q) Product Control Section Supervisor Product Control Section. Supervisor Z NOA No. 20-0630.15 NOA. No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08a0/2020 � E-4 E-5 0 SHEET NO. May 27, 2022 PA 1.4 C- TILLIT TESTING s ENGINEERING COMPANY PR4Di)CTrLT!:A jIAT);,�IV OIMS0. 20.8728,QL 22, TEST REPORTt2t L I ,. Large Missile impact and fat? to t fatigue ad testa were performed under Protocols T' � p g e pe c mad nd r rat s AS _ 201 2 03 as per section 1626 of th `F e Honda Building Cad do static loads , P g e Uniform s oad ; 2R0D=TXvh=*:[1oNazog so, 2t472s,o111LIECOi B. MrAURIAA HARACTERISTICS��VQ SPECIFICATION& , Shall be strictly in accordance with General Notes and Components indicated on Y p_ sheaf ', 2 and 22 of 26, of Product Evaluation Document '(.P..E.D.), drawing tT WA . FR A TILLIT, 1R. 1? L k, Nteoo aDl.com MLAH,1Jar,",.�A:p4,G7 FLrn L,.t�,Hi Iawnv as per TAS 202 Protocol. T re arts pTest p. prepared by Hurricane Engineering & - • No.20 176, Anchor specifications shall be as indicated on sheets 1 7 and 21 of PO Testing,Inc., nc.Reports # 98-589 dated 08109J199$, #96-570 dated 0fl(181199t€, 26, of. Product Evaluation Document (P.E.D.), drawing No. 2U-178: PRODUCT VALUATION REPORT` #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 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.D1 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henryttem P.E. �' � -- 7.1. ;?hall � strictly In compliance with General Hates No. 1; 8 thru 14, Indicated DATE: July28, 2020 Tensile test report No. 9CM-197 by QC. Metallurgical, Inc„ dated March 13, 2009, 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 Qocument,(P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tl71it, Jr„ P.E. , PRODUCT SUB -CATEGORY, G G RY. storm O t Panels L N it l: INEERINta CA DNS, 2� �TR4JCT i�A G �1�511,;�iA,TI > 7,2, Product #na: be installed within HIGH VELOCITY HURRICANE 2 N S' Y OC TY HURT A (7 E as OCy e Galvanized On 2 Gage Galvan zed Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida BuildingCode. PRODUCT NAME: 20 GAGE GALVANIZED, STEEL STORM PANEL wind load, as well as maximum anchor spacingvs, design wind load and panel g P MANUFACTURER: ll Protection LLcy SalMte length based on rational and comparative analysis.,;and In accordance with 7.3. Product shall oInstalledi o our be rtt p ed voncretet concrete block, and Products P 4800 S.W. 51 Street section 1616 of the FloridaFladda Building Gods. Calculations prepared by TTiteco, Inc..,: wood frame Structures. Davie, Florida33314 dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E, 1. PURPOSE OF 1=1fALUATI-ON; 3, MISSILE IMPACT RESISTANCE; Product Evaluation Report r prepared b Walter A. TIM Jr. P.E. Florida License R eP Y . .: This IS a Product Evaluation Report issued b Walter A. Ttltf Jr.,.E.(System' Y k Large mtssilelm act under 1628 of Florida Building Code as per r9 p g P N . 0 44167), President of Til#ego; Inc.(Florida GA-t1006719 , ) I # 1906) to the Glottal Protection Products, LLC, Ruto Chapter No. TAS 201 Protocol. HMIINNH,NN ++++'�•�, 81 G20-3, Method 1 D of the Florida Department of Busrriess and W 4IND LC)ADS RESISTANCE: A, T 4�IT Profeeslonal Regulation. . 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind 1��,��"��? .., 4 �. This rodu. t s , p v r being Issued an Evaluation Report as described herein, and has.. pressures. Maximum anal ten h p p tits all be as indicated on sheets B 10 14 15, 9,. .r .. _ • 44167 s �ta446 .. been verified for eampl[anee In acd(rrfancewTth the 2020 Seventh Edition of the 6 1 5 d f f 9 2 an 28 0 26 f o Product Evaluation.f D' d € Document (P .), drawling Na 2017 _ *.B , .. „,.. Florida , lord Building a m Code, v u d d to rl and e t at t 9, h h uvt s _.._ rod r f ,the u a 1 9: � R o se n#endoil: p rp 6, loom Anchor Max c Spacing shall be' s i i # , a Indicated on sheets 8. 9, 10; 1°1, '9 Product _ x . T S AT"c 0p at least equivalent tvthat=required by the Cods. 4 15 1 0 n 17 8 1 2 25 and 26 of 26 of Evaluation rodu t E aluaton Document (P:Eb.), �o _ drawing No. 2O'' 176. y •., 10RI " '4 This P roduot Evaluation, Re ort shal be subject t r p I j o review and revision m case of 5, INSTALLATION: u^ ry . S/ 0 t ,,, NA4 'MNNN M a Building Code change that may affect its limitations and eonditians ---�1�--- 1111w, Installation shall be performed strictly in accordance with details indicated an MI�: 2. EVIDENCE: SUBMITTED. sheets 3 thru 7 10 thru 20 2 24 2 u 3 and of 28 f Product Evaluation 6 o duDocument. ' � + � wAThLL D� IL E O AOMON RE 4 7 T C CEHRD$1 P. E. EPORT.20 1 LdHAI. ROT CTIPRODUCTS,L 2 R (i P E L CI OtiAQE 2.1. PRODUCT EVALUATION DOCUMENT -E Dt• P,E.D. drawing No.2 - 0 17t'a. Minimums r s shall ( ), separation aiwn to Has hal b s $ P 9 e a .LPN rxALVANI ZED STEEL STORM PANELI DRVVQ# 20. 78 k REPD 20 8 T Rrr fi72.+» Drawing No. 34-1T6, tilted n2ti GAGE GALVANIZED STEEL STORM FA ' EL" O N Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tiiteco, Inc.; signed and sealed by Waiter A; (P.E.D.), drawing No, 20-176. Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part Pa uEvaluation nfris, NnrTil1Liu1 „N1A Report. 1P�kitA rk,N "0s /Y,JA,� - . � �1GENd�•:w�s�'s's • � - - CIO rr� _ 1 7 ' •ter �* �c �f0!?IiJi STAEaF .racC%cLOR''"�+`�,• 6355 Ei. 9J. 36th, Street Suite 305, Miami, Florida 13166 - Phow: (305) 871-153ft- Jtl tl , 1 rrrerepra�il�i )ItlntuaWA 11iZt+`L'� . 1 0:3) N CAM THAT PRErAW STONE, OR PRECAST CONCRETE PAIELA STUCCO OR WOW BOARDS BE FOUND ON THE MR FOR 22 rMK � � �� rM1NELEW EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO MAN THE MR STRUCAM BEANO SUCH PANELS. I. STOW PANEL SHDWW dN TAWS PRCOUCT EVALWTION DOCUMENT (P.EM.) HAS BEEN VORM FOR COMPUANCE N ANCNGRACE SHALL BE AS MENTIONED IN 0.1) AND N LLE). ACCORIM)CM WITH THE 2020 (TIT STATION) OF THE FLORIDA BURRING CODE, (C) TO E'XtSTING WDaB ( ,SEEr$.iC;g&YriLG . O" MN t• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MD004M CODE,. FOR A WIND SPEED AS REQUIRED BY THE JURIOICTON WHERE THESE SMURENS WILL. Se N"gI ANkR - tf+eD TAPC(1N ANCHORS, AS MANNU1)9 WED BY LTW BUILDOL INC. - �N4-70 PANEUAATE FEMALE D AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO. CONSTRUCTION PRODUCTS. FOR A DIUEGTI NALT FACTOR M-0.85. USING ASCE 7-Ia AND SHALL NOT EXCEED THE MAYIMUM.-(AS.D.) - i/#"! tAf, StBETNS PER M.D.S. DESIGN PRESSURE. RATINGS NafiATED ON SHEETS 7' THRU 12.. 14. 15, 16. 19 3' 20, - 7/16'0 x 5/8• W00D SUSHNG, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. IN ORDER TO FERtFY THEM ON0RIC1, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE 1-18 SWILL BE FIRST REDUCED TO A8.0, DES7CN WING LOADS BY MULTIPLYINO THEM BY Ole N ORDER TO WI CA D.T) NNNUM THRC§QED PENETRATION INTO WOW OF PAPCON ANCHOR 91iA,,E � 7 1/2" AND 2". FOR ELCO PANELMATE PLUS COMPARE THESE W/ MAX, (As.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THNf I2, t4. 15, 10, 19 & 20. ANDPANE#Af FELAL£ D. IN ORDER TO VERIFYTHAT ANCHORS ON P£D. AS TENTED WERE N01 DYER STRESSED. A 33X INCREASE IN Cl) MINIMUM THROM PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNtr SHALL BE 17JJ22' NO THREADED INTO STUCCO SHAH BE CONSIDERED AS PART OF THE RE"" TtNREWEO PENtETPATTO�1, STRESS FOR WIND LOADS WAS SM USED IN THEIR ANALYSIS. FASTENERS SPACNO TO WOW HAS BEEN OETERMNED IN ACCORDANCE WITH N.D.S. 2018, C:3) MNIMUNI EDGE DISTANCE OF LAC SCREWS, INTO WOOD SNAIL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADE OCY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED Of ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TIMING INC. REPORTS 96-669. 96-570 & 96-T30 AND C.4) MINIMUM PEWIMT04 OF WOOD BUSHING SHALL BE 5/r- 1/4. 0-20 SCREWS USED SHNA BE I Ilr LONG MINIMUM FENESTIRAMON TIMING LAB. INC., REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SW#RD STUCCO DUST, AND 1' MINIMUM FOR WADS WITH NO STUCCO. AS WELL AMpLWq TEST LAB OF SOUTH FLORIDA REPORT /0279.01-08, AS -TAS 201, TAS 2D2 AND TAS 203 S7ANDADS. 03 STANDARDS. C.5) IN CASE THAT PRECAST SHONE. OR PRECAST CONCRETE PAiEOS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING 2. ALL ALUMINUM >7MM04 TO BE 5063-76 ALLOY AND TEMPER (UNLESS OTHERWISE.. ROM). SEE SHEET 2. WALL ANCHORS SHAD. BE LONG ENOUGH TO REACH THE WAN STRUCTURE BEHIND SUCH PANELS. -MCHORAIGE 24AU BE AS MENTIONED IN C.1). C.2) & CA) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Hi4 ALLOY, (0) ANCHORS SMALL BE 96-IMLW FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFNATIONS OF THE ANCHOR'S MANUFACTURER 4. ALL STEEL SHEET METRE PANELS WALL HAVE STRUCTURAL LUD)L S1E£1. ASTIR A-653 t;RAaE 50 MINIMUM, G-ND GALVANIZED 57EE1. W/FY- 5&5 Hxt (MET ROLLED). 8, PANELS MAY ALSO BE INITIALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT 'R%T HEADERS O & O SHALL NOT BE USED. 5. ALL SHREWS TO BE STAN4E55 STEEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W/ $O Mai YIELD STRENGTH AND 90 Kai TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BINIOING CAE a. ITSHALL BE THE RESPONSISItLiY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 247 t.3-3.4. SE - SECTION ATTACHED TO INSURE PROPER ANCHORAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 6. BOLTS TO OF ASTM A-"7 OALVANM STEEL. OR AISi 304 SERIES STAINLESS STEEL, WITH 38 fad MINIMUM YIELD STRENGTH. TO. EACH REGULAR STORM PANEL Vff H LENGTHS OVER 8•-8 THROUGH W-4•, AS PER SECTIONS 6, & a &. 10 AND AUERNAmEs 8W. 7, ANCHORS TO WALL SHALL BE AS FOLLOWS: WSW &NP1% � PANEEi.S6sY&rttiT � YSHALL IaT1RCfME�� DS. A LEGIBLE AM READILY VISIBLE WWAiL1kN� INS7RUL'T1NG DINER OR (A) - I/ro TAPCON ANCHORS AS HAANUFAG7URED BY LT,W. SUHLOEI. INC. (Mm. Yc-,$T92 P'.Q 1I. THE NNSiAL"ITON CONTRACTOR IS TO SEAL/CAULK. ALL SHUTTER COMPONENT EWES WHICH REMNN IN LONONUOUS CONTACT WITH T14E BUXOM TO VENT WR O,/FVN. 91TRL". - Ile 0 x 7/8" CALK -IN ANCHORS, AS MAIUFACTIREp 8Y OEWMT W. (WN, r+-3cDD P.6i.) - 1/4'e x 3/f" SOJO-SEr.AORM. AS OMM18UMD BY ALL PORT SCREW, DOLT & G'+ECAi;N CC. 12., STORM PANEL. NSTALNOON SHALL COMPLY WITH :SPECS INDICATED N THIS ORAWeNG PLO$ AN'Y BUILDING AID 20NNC REGULARINIS ON.. Fc-3000 Rs .) PROVIDED BY THE JORUICTION WHERE PERMIT IS APPLIED 70. - 13360 ATE FEMALE & PANELMAIE PLUS ANCHORS, AS MANUFACTURED 81' flF:O CONSTRUCTION PROOHC75I. M (OL P�'I^)ORP I& (.) THIS PRODUCT EVALUATION COMMENT (PLEA.) PREPARED BY THIS ENGNMR IS GENERIC AND DOES NOT PROMOS INFORMATION FOR A SITE SPECIFIC PRBUECT; i.e. WH TIE. SITE COMOOONS DEWMTE FROM THE PT-O. - 1f4'0 AP- CIF CIF TW- ANCHORS. AS AYWUFACTtGiEO BY TRU-FAST CORPORATOR (ro.3000 P.a.i.) At) MINIMUM EMSEUMEW OF TAPCON ANCHOR INTO POURED CONCRETE SHALL BE i 3/4r FOR PARELMATE FEMALE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ISTALLATKN INCLUDING LIFE' SAFETY OF THIS PRODUCT .BASED ON NOS. PIER PRIDED HE/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. D AND PANEAMIE PLUSANDt W/4" FOR CF TAP-009' ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY, A2) CALK-N & SOLID-50 ANCHORS SHNL BE EMBEDDED 718' INTO THE POURED CONCRETE. MO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID 6' MODIFIED. STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 11/r LOG: MARMUN -SH " STUCCO EXIST. NO. I" MINIMUM FOR WALLS WHIN NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEW. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EFDREFlt-OR ARCHITECT WHICH WILL BECOME THE BUT WITH WINO RNUTS. ENGINEER OF RECORD (Eo.R.) FON THE PROJECT A 0 WHO WILL BE RESPONSIBLE FOR THE ts 'ED. MMUED ENGINEER TIE OF TITHE SIN A3) N CASE RAT PRECAST STONE -ANC ORS CONCRETE PANELS. PAVERS, WOOD BOARS BE FOUND ON THE THE PPXEENGRAM SHALLLTHE SAUBMIT SLAT SINE SPECIFIC CNTC DRAY REVIEW SIT FLOOR, ANCHORS ENTICE LONG CH AI LONG ENOUGH I TO REACH THE MAN SIUIKTURE BEHIND SUCH PANELS, WALLNCH ORESHALL PANELS, ANCHORAGE SW9L ># AS EIEM10NE0 N At) AND N A2). D BEAR THE DARE AND ORNi01A1 SEAL AND SIGNATURE OF THE PROFESSIONAL {0} THIS P.E.D.ERrR EC ENGINEER OF PECOtO THAT PREPARED R. (9) �. tM Nx,I u cYM .-�: - 7/4' TOM ANCHORS AS &L ASCIURED BY I. T. W. B18LODC, INC. 1+ SHUTTER MPA HFACILIRER•S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER N BUILDING CEDE. OF LABEL :WITH SECTOR 1709A.3 OF FLORIDAITHSECTION - 1/4• i x 7 CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. r -7500 p.J. O OPENING: LABELING t0 COMPLY WITH SEC1fON itOa.9.2 OF THE - 1/4'0 X 3/A SOAD-SET ANCHORS, AS DISTRIBUTED BY ALL FONT SCREW. BOLT & SPECIALTY CO. FLORICA � CODE (MIN..rwaw P.n.E) - /14-1a PAR'EL ATE FEMALE D AND PANELMATE:PLUS ANCHORS. AS MANUFACTURED BY am COFStRUCTON T'H6S pRAWNO SMMA. ONLY BE USED TO PROD- �'1i6iN PERMITS IN THE STATE or FLORIDA I`AS �LFI�'`N 1/4' PUOOS T'AP-GRIPANCHORS,2071 MA NUPACIURED BY TRU-FAST CORPORATION yrE '•",/ �1aIA B.1) MINIMUM EMBEDMENT OF TAPMN ANCHORS, ETOo PANELAMATES AND CF' TAP -GNP ANCHOR, INTO TKE' C[X�flC•`\Ci '" FLORIDA BUILDING CODE (High Vslacfi Hurfto BLOCK UNIT SHALL # 1 t/4. JSs NImED M RC0 Wa N' 4' 2G GAGE GALVANIZED STEEL. STORM PANEL 8.2) CALKdN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UHT. NO �R18�N0" 1t17 � S NTO SMOD SHALL BE PERMITTED. 1/4".0-20 SCREWS USED SHALL BE 1 1/r LONG MNIYUM SHOUT C GLOHAL PROTECTION PRODUCTS, U.C. O WST. AND r T�tNUM Mors WALLS WITH NO STUCCO. i d :. S7aT — IL \.. �... a *\ � •� .:. .._ ,N8 x. x _.:...t W, Mr.LL7t.. *.4+•,,.e.\._ -.. � -.,. Ar:� ONEEIO s THODUICH1 0) SJEE74 � 1 SH 8 THROUGH 91 EI1EEi5 b TM pI 0) a .IEErB ,y M .. SCALE 3/4%"T' SG41ffi 1" SCALE j/B-1' &tu" put OUT MOUNTING SCAE 3 1. PW 1 T 1 - LD. - EDGE WSrMlCE (SEE SCHEDULE ON SHEETS a & 9) MUD 0 1 rinTr ('(j(LCOMBINATOl1 eri'rONS•• i rHae 2 t/a' COMBINEDINANY Yam YnTOSUIT ANY t ...-„•C(/f'H, RISTALLARON. OfC1IElE /4 X RCGUIREO. �` ANpNeRS � .Waxs> aR W SCALE (�i STORM PANEL PANBL'S ©m 7M W/ NE[Y&D EDGE } 1 LIDO' - n A./.m6• . 'i ISOMUSIC VIEW DETAIL A INDU LADED CORNER 0 EJNDS, OF PANEL'S END LIP W/ HEMMED EDGE. (N:T.S) ALUMINUM ANGLE G7 "h" HEADER @ "U" iIEADID't r0 1.+OT-7.063' fir• I i. a �Y. R � lNW..4l6' KEY HOLE WASHER 063' O.D36' (NBn.)1 GALYANI2ED STEEL ,378'0 -TT NICKEL m BTSiH. ass J .1 .1878" To WING, NUT ALTERNATIVELY, USE WIND NUT W/Wr WNMIROG WAS+'ER W/ AM90M • 7/I^rx3/32• WAR iTANRE66 STOW! OR ACKFL 7R.ATFD STEII.). MIT A SON CON O 69LY. � Y 0) CONCRETE McNpRVWA6 No - ( 0+L) SNEEfS THItiL.u1+ON SCALE 3✓0-•1• -=MSRNO M NOV 1' WIDE A NOSES X I'W If#" ALUM. TUBE OR I' x _OETBSiNF. O/ P.T, WOOD PLATE SPACER • NEW 1- Moe x VARM R 1/8" '�✓�# • . (5Fa sw7mIX.EaN Marls a Ttpolitl9)� j cant. > 1 1�2' WA A. c 1 s) 7 Mot. WAIL FOR SEA= BMM TMKS LSLiACENT IXISTING PCX.IHEs fFOR. MRGIH 0 0•. O 81.00K , D�pu1k&WFTwNM REIDiNM@ lAtG17 IlIWR. SECTION x-x SCALE 3/8-l' UWJIKQ At 10 OR TO 3nL=0= HANDS 1 L EC�irmc. TILLIT TESTING & ENGINEERING COMPANY a n.11 r W r, R LI'T JR. 1' h 7B L .E. PR©b1J T EVALUATION +C REPORT FLC: A. L REPORT NO.: 20-0727.02 DATE: July27, 2020 CATEGORY: Shutters PRODUCT GO : utters : PRODUCT SUB -CATEGORY., Storm Panels PRODUCT NAME 24GAGE GALVANIZED STEEL STORM ,.. PANEL MANUFACTURER: Global Pf011action Prr (otg.= 4800 S.W. 5.1 Street:- Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01020-3, Method 10 of the Flart da Department of BListness 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 t he product Is for the purpose Intended at least equivalent to that requiredb y 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 condiiions< 2. MADENCErS SUB MITTED: MITTED: 2,1. PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and seated by Walter A, Tillit, Jr., P.E,; _dated 0712712.020. This drawing is an inteq�F�'+fl)~tf6,j is Evaluation Report. ` I�l�(C jT',af 4167 6355l.W.36th;Street,Suite345,Mami Florida33166-Phone: 871-1 305 ¢•��f�y ,,..,• �},, i391 ( ) __'FAtFr°AG3,(r�1tW �0% `V► _, .I r. `91 �i _.'•1 All. �yy :374" DERI OF PA-41 t.b71• i 1.0sr T3H3` 082• I 'f" :TRACK ANGLE 1 .181 . ?� : .'310• .125' /4'6-m, 304 SERA ' b10" ANGLE iMETIM 10 A O.C. Ts`rr c V 1.0•s-' " X,l AlX "C TRACK ( JRAT PLATED MIMI =0 x �■I!! .r� )• ti II JAY. vNL _' I. Y Y k��t-AFt'F ti!s" 'f+ • Q i a�r�ma �uw CASE 8 iPLANI 1/Y' SCN.E a/t6 I• 'yxypq �. .ice MA1-W MSPN LgP..aale WXG -W C P,Y, 4W 4W NOW 1'A`� � cASE c s1(PtAN) ABIUY� at��� ycALE scALE �/1I-7' 0.0 r .a0 aA,R 00110 . Rar..taA"DIAP OEHCNG_! IrNHR,IG w>sAD A�@1Q1 WNL:$GPI PR m I PVG C�F fP�� - SCALE 3fTawl- MY �� E tPLANi SCAT 3/16.1 stem dlati I G 20 GAGE GALVANIZED STEEL SMI&I PANEL o6W0 sY C LOBAL PROTECTION PRODUCTS. U.C. G� M ° L 40M $A 61 STWIT 0A R„YHm.+al^e.+ross,amxn4F N Eaa9�TsaFFAX,00alabA-are, 20-176 TROD 7C,'l�,-VA I,t,•ATTDISRPPORTND. 2A.I.6727.02 2 2.2. TEST REPORTS: Large missile Impact ioad'tests were performed under SSTD 12_ 99 standard as per section eFlorida 1609,1 2 of th ;Building;Cod Un orm e if static loads as r p pe Seaton1709.8 3, 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., Boriz Moroz, P.E. and Henry Hattem, P,E.. and Report No. 0219.01-09, dated February25, 2009, signed. and seated by Edmunds Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic per loadings g p Protocols TAS 201 ,3L 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report, No. 1123.01-10, dated November23; 2010, signed and sealed by Julio E, Gonzalez; P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,;2009, signed and seale"d r n'k rata P.E, as'per ASTIE8 n d Tensile Test as per QC Metallurgical Report No, 10*M-1318, dated December 1, 21010 signed and sealed by Jerry Jacivfano, P.E. as per ASTM E-S. 2.1 STOUrTURAL ENGINEERING C I.QLATIONs: 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 BuildingCode. Calculations prepared b TiltecoP P Y Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MALE IMPACT RESTS ACE: Large missile Impact under section 1609A .2 of the Florida Building Code as per r4i p g SSTD 12-99 Standard and TAS.201, 4 WIND LOADS REftTANOE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel.len -th shall boas indicated on sheets 3 9 14 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 th a 16and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175 24 Gage Galvanized Steen Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. `A1A rr1t1"+w 4�:• a NF•�,,C+=NSA ',!f' •: - 4 167 z, S STATE OF co w ti't+rrfUryiA0,'�lt D.M 1/4- MAX, GAP 1/4., 2/4, 3/4. 4/4, 5/5, 7/5, 1W/10, 2W/10, 3w/1st 4W/10, 5W/10, 6W/11 & 7W/11 -,,„ „AlICFWRS: FDR CONCRETE SE€ SCHEO0TS a & FOR WODNI BEE SECTIbNS ON SHEETS 10 & 17 AS PROD, is T EvgrllATtF)x )�jpgT T a. 2o-O7Z7.o2 '�, A. INSTAL AMW s Installation sh all alt be performed strictly in accordance with details indicated on sheets h. Hats 3 thru 8, 12 tiro 18 of 18, of Product Evaluation Document. P.E.D. drawing aw g No. 20-175. Minimum separation to Mass shall be as indicated an sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.€.D;), drawing No. 20.175. 6_MATF-R AL. CH_ARAGTERI4nCS ANQ SPEiCiFIC:ATIONS Shall be strictly in accordance with General Notes. and Components Indicated on sheet and o d 2 f 18, of Product Evaluation Doeunlent (P,E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18 of Product Evaluation Document nt (PE. ,D. ), drawing Na. 20.175 "MiTATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared byTitteco, Inc. and signed and sealed by Walter A. Tiilff, Jr., P.E. 72, Product 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. Wa1 er A. Tilit Jr.,RE, (Florida License No. 44167), President of Tiltsoo Inc: Florida CA-000671 . ,VWWWW1tkINHINHtfNAFA. 4 tr l a -7 7 - �' L 7���trF s * y D:AT LTEGO ADMON RECORDS t P. E. REPORT.20 N GLAAAL P. fl r � ••F}N P (3tlli,j„}'�$, L.�,„+, A6E GALVANIZED$TEEL STORM PANE. DRWG#20-175t REPORT#z0AT 7VM!••: ORiU':.�';,j DIV kl �,`"`�� 7NNHr1uNH1Wu BOLTED PANELS-W/ 1/40-2OxI•- -_- $,& U.S. BOLT W/ 71W X 3/32' ...j 1 1/4, 2/4. 3/4, 4/4. 5/5. 7/5, 1W/10, 2W/10, 3W/10, 4W/to, 5w/to, 6W/11 A( 7w/11 ANCFIORS: FOR CONCROE SEE SCHEDULE ON SHEETS 8 & 9 -' FOR MOD SEE SECTIONS ON SHEETS 10 & It REGULAR STORM PAN T A Q ELEVATION N.T.S. 2.6r (MN OVERLAP -1 WHOLE Alm.. i`F'il�.Tr*i!! . l �'31�. tT�i!•l„ NOTE EUR ce EA. -EDGE p16'rANCE (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET B) COMBINED N ANY WAY TO SUIT .ANY R+NTAUAVN, Ile Lx, GAP N ,k o .JAT 441$7 1* v 113317a20-176 MIN Mom vim W. �. e o Ere. 2D GAGE GALVANIZED STEEL STORM PANEL Fp. GL09AL PROTECTION PROQ�ICtS,LLC.P'/ME. +I6D SAA51 5TARP S ,Ise F"X p5`lor NrNaY o-- , D,s mew eoo6iro we o NFn ILV.IFR A IaHAd., P.0 t aawNO Nw, -s.-r au 11NQT 3 fI % ANCHORS: FOR COIR:RETE SEE SCHEDULE ON SNOT B __..___ FOR WOW SEE SECTIONS ON SHEET 12 3' Mwc 2.6r 3• 1" FB,H 0&L COW -t WHOLE VAUEY) !1A �eG9L 0N1! 1• HI'll. YMw NCO 0 140"Y , 3i 1 t i� ( aaT T 1 ri j1 H U_ I , 1� 1 � ;...A.' 11� ,.• I 'i 3 i iI , - { 1t � MAX" 1iWI4'uUT 0 VA40 ll i R fH I i i I I t N l` aERNAP, I t I I I l i I E i l i I r I j I I i t i t } GO f7V12 1' Mh. I I OF r 1 rt• Min. MAX ANCHOR: FOR CONCRETE $t SCtNFOAE 4N SHEET 9 • ` - '':. I" - f MR VCMM SEE SECHOS Ot SNiEI 12 REGULAR STORM SCALE 3/32•-t`ELEVATION i 1/4' MAX. GAP EL iT. (NAM MHBLAP -T 1WIOLE WPLLET) UT E L---( MAX ON T/4' MAX. �,,, CalOFEIE OR. OEOual06 lB.GGYt SCALESCALE 3/3 N Cll Cn 2 U CU �- O -CM cd -0 �.. .►--+ C CU +.� J O 0 O CLf .— VJ C CIO 0 O ce CIO LL L,1— O Co -� a)" W E O 11 Co a Z Z W J �i Caw: O Coo 61 -a 9 4J-1 o _ � aC o LLJ O U N -O = (%J X V- C G -p CN s O C HO CIA Y lz c C O Q V 3 cc 3 °H w m C f/f =L C � O a v W O CL U � o U 'a)'^ W LcLI G Q Z Z Q J SHEET NO. SH 1.0. oz iR• ET 4 1. 3 A!4 WALL AND MB MOUNTING INSTALLATION FOR NlU SMICAETC tR 9'N _ SPLIT PANELS r EE CtWtE I MOM. + on 2. �. A, ,P[... _ _ a P- Rwzk 9471M ��, # t• t• NMtioN ,1w, MR'B t• mrce of WALL1• 1" ti'E,"�1°`R Y1 •OROIYRwfo 4• C' atr. tx"Ca xi. ' �RIX ' 4 i/2• x NiIDMDaf« NASMI I i # I f a i AT)ON f'- e,aEt e � ,Ej I'm a s Mn aY39 1 1 i BCALEt i/4• : 1• tM�4��ttFr�x�,�tt ' • 4 _ 1 ACTeRAalte�#. mom # R r OA Y ` `• OR rAeoT •. 7 D.twL AAALBN t rK t/ l a m 1. 7 IM. roP t� Q 1/Ym w/Y• t• c"MON - SECTION Y-Y w SHALE t/4"=1" SCALE 1/4'-I' MOOOO YUWON SCNEDLILE a W7 Mm1. MULLION MN (PT.) ' REDUM he.. 7123E MULLION •• 4 4•-r 2• It 3' x Ile a 4•-r TO a•-e 2• x e x 1/47 x 4'x t 4• •1 j swam a1. x A 4 i3Ts a A s) �J -.--• wWEt 4 gp W- 0" T p � 4 lIP 70 VIM « -�2.t3 � .tF.PRF�ws Wool SEC1nQN 1 L 4s . aFwom SCALE 3/-I` NOTE: MULLION CAN ALSO BE INSTALLED w/0 STORM PANELS ON 70P OR BOTTNA $D TMT:S IS LOCATED A7 70P OR 807tOM OF oPEFASIC. {DIE PANEL OPENING w/ TUCK toP & BOTTOM) ANCHM W010OW $DIM L 2 MAXIMUM A.S.D. DMGN PRESSURE RATING (p,s•f.) AN12 CORRESPONDING MAXIMUM EMEL MOM w w main nwv EYT9 PA nmbi. li in As PEAL SFCMNQ t tNIN1 to iW 64pi'RL. AL 4 "A �pEM9AKW6MIUM as8. Mox. LEnatrl +$$A -72.0 - T-S OR LESS 2 1/4 L WOLM T 11BU a a 7 +SSA, -723t 17'-6• TO 3'-8" m- 2 3/4' U IOL7ED 1 Reel a & 7 ♦33A -72H,: ae-r TO It'-2* Max. 2 tj/' " 6 ♦43.3. -43.0 12`-4' OR tffiS 3 112' • 8, 9 e 19 • BNTED W/ t/49-2i41. 45. MS A. YRriRR N Q~ R MOLEN IN OF AMIL t4Atln Orin FOR NAImmtri'IA 0 mmuruiA7mm As a9R gminNs t nwi 7. nM ASNFSIS A. A m 94XUM A&D OE91NK TM J MAXAWAt ANCI 5 VACIWI TOR Ea . 3 t/r - - APPLICABLE § / i ANY F THEM N mumum PANEL LUIOTM t• (f#.) TAPwit O. mW_wP Cale-w PNiLWE FOWBL O PANnwrz T m coNrnL7E TO 13 ro aoMCREB TO m CONCRETE. C am TO oO"CW'11 70 SLOX m aaADRE1e CARM BLOCK r WA WA N/A s' N/A r NA s'. NA i (Tm r 5` WA WA r r 3` Ir a 6" I {Born I). fr WA N/A WA w N/A. 6• WA. s' N/A 2 mn r - WA WA. WA a WA a' WA r N/A 2 {#NJ mo t8S6. -72.0 r WA WA WA. a WA r WA r WA 3 4; 4 TmP) Y-6` OR LESS anLESS r 6' WA WA e• r r r r r 3Isonow r WA WA WA r N/A r WA 6' N/A I (mn r a• WA N/A r r e• r r .. 6" : 4 A I OUM04 WA N/A 19 1/7• : s I/A- 12 1/9- 6 1/4' 8 I/4` a 1/4" s #/4' S 1/4" B , SEE >dEEli 10 A 11 FOR ANd406 TM A SPACING FOR I1 MAIAT" NM WOOD RANT HLISAIRIO. I411e101 NOW 9 MCNIS AND LM kW EDGE USTANCE ARE *BMW ON m4S SCM1EOIAL FOR EA. LESS %AN e>0171M ON SCWEMRC FOLLCIONGREDUCE ,YWYgR 9P/L'elO aY NA7WLY110RMUCE64ALSLP SNOW OR 1in1E0UlE TORIn 9 L t1 � iMAMNN 0000 NoWATE/CO M ANCHOR Tar AT A40WU LICEM mom TR 1/4E i/4•A 1/4E 1/4E 1/4•a 1/4E WON OF mP-4b am" SILT-!R[ WF AHOWR vmm Owl 44��,� 041111iL. dp,t' RAAxnH o.+ra Meoe lei' 3 s 3 3 ] 3 1/2' S 3 it,/4 31/2 91/Y, tow80. ¢orLD�6vp nlagt II Y iJZ' - - 33 BEs r im 140 ,.00 A y, t,OO fm fb6 (VALID ONLY FOR PANELS11�ir QtA1. DWALLATONS AS PER SECTIONS 1 TIRU 10. ON SHEETS 4. 5 & 61 MWAAAA YAKIMUM AMi-" SPACING FOR ED. - 3 t/r - - - A OI On". N TMCON CF 7w-CRP... CALK -IN PS03 MTE FDA" III - PANamm PLUS Bd10 IV mp-ow TO $Ectod fkPRESSLM /MxKN,LN PANEL RIA RAT44 TIIr, To ommom:' TO C TO CONCKM TO m Carmm _ To To C" Em 10 CAL m CORCRETE TO C m m To Comear E 10 0 7E ANY t omom mom Ow LPN LENOWI "L" {a) 6• N/A N/A NIA 6' N/A 6• N/A r N/A N/A N/A 1 (TOP) $' 4" N/A NIA 8` 8' r 6" 6' tr N/A WA I i (BOTTOM) 11 N/A NiA NIA 8" NJA 8" NIA r N/A N/A N/A 2 (TOP) 6' N/A N/A NIA 6" N/A 5- N/A 5• N/A N/A R/A. 2 (BOTTOM) 55.3, -72.0 6" N/A N/A N/A r NIA 6' #/A. 6." N/A N/A N/A 3 & 4 (TOR) >7''-S" TO 8'-8" OR LESS If 4• N/A N/A 6' 6". 6• 61. 6' r -. - N/A N/A 3 (BOTTOM) 8' N/A NIA N/A 6• N/A 6' N/A 8" NIA N/A NIA 7 (TOP) 8" 4- N/A N/A 8` 6" 8" 6' 6` 6` NJA N/A 4 & 7 (BOTTOM) N/A NJA 12 1/2` 6 1/4' 12 1/2- 8 1/4` 6 1/4` 6 1/4• 5 1/4- 6 1/4- N/A N/A 5 (TQR/BOT10M) 50.0, -53.3 N/A.... N/A 12 1/2- 6 1/4' 12 7/2• 6 1/4" 6 1/4" a 1/4- 6 1/4- 6 1/4" N/A N/A 6 (TOP/sorrou) 8'-6" TO 11:-2' 55.0, -'72-0 N/A N/A 6 1f4" NIA 8 1/*- N/A 6 1/4" 6 Ile 6 1/4" 6 1/4' N/A NIA 6 (TOPE P/B0TT0M) ' t-W TO 1.1E_2". N/A N/A N/A NIA N/A NfA N/A N/A 6 1/4` 6 1/4" 6 1/4' 6 1/4' to 9, IQ (TOP) ,Ay& -48.0 6' 4" N/A NIA N/A N/A N/A N/A 6" 6" 6 1/4' 6 1/4` 6 (BOTTOM) OR LESS fr• 4" N/A N/A N/A N/A N/A NIA 8' 6' 8 1/4` 8 1f4' 9. (BOTTOM) 12'-4` OR LF54 N/A NJA N/A N/A WA N/A N/A N/A 6 1/4' 6 1/4' 8 1/4" 6 1/4' 10 (BOTTOM) SEE 94MM 1% tl AND 12 FOR A TYPE a SPACMB# TOR 04TAL AFICKS 000 WOOD FINK BLADW Moo" ANCNOL "A"MS AND ENMNN OW OSUttt ARE NDIOM ON TLS SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE. REDUCE ANCHOR SPACING BY WAIrLYpM SPACBIO SHOWN ON SOCCU.E By TIE FOLLOWING 1'ACTOBS. FOR DO OMIATION TO IF POSSIBLE RMX= SPAC04 OBINM NED US FACTOR S`IACL War K LESB THAN LMMWRN SAROW INDICATED FOR EAW NAaM TYPE A7 ANCHORS LEOFAIX ANCHN 7YAK 1/41 1/44 1/41 I 1/4'P 174E TM EON o ss-ar s WA-w "As B" L�A.,moo SPA"*: 3 °MtNe¢asrul[t Lbnw4N 'L3n:) 3S y... 3. 3 y 1f3 wA4mvN Ce,e4M BNrA BA) -.... 3 3 3 IA 3 1/2.. .. 4 3 1/2 ADIMILRA OM GOMM ► A•0 T 0 R -4.1/r i TAP tm - IAO 13 - - , tm I - I DD N C/) CO O N U CU Q O 0 .cy) U T� V 2 cu '�^^ VJ o c o O u- cn Or��Y� !� F- .Q .c co a z z w J INSTALLATION QUAILS _FOR Ery REGULAR PANEtS(I & t€� � DETAILS a REGULAR EG ' Ap PME S+ (9 INSTAtLATt�?N QUAILS FQR REGULAR PA�L$� & C� LLY S RUrT i,4` 10: x s!&` Loll 8dEl4s INAN" M'/. tNST Lr. ELATION �+Br DETAILS R 7i3971., .'-!li]�T= 4�C I III a. r INTO EXISTING" OD URES PANE-� 3S Ms: r a tm 6 FOR INTO EXISTING WOOD STRUCTURES ��A�•pR�,7 UP TO aR f(�� INTO EXISTING WOOD ST�',U�"�'URES Mn't Oa- PALEis1ATE FEAVE m 9R PWIHJM7E P'la8 Y % 'l Ooto-M Allan , w .few. r m /1 , d G iw0/ , fir UP Mtn. TWWAOEO ` ,. wl eitw lxM m iifOFR FOR ALA 1MtO PANE7sM7E PLANS 14-,0 PANFIAM7E PANS 74-10. PA•k].WTE PLUS 1 t te. tt4W.o[e Aepengl ,Y-r Men t/4Y W s mK-• r b,C�, t�AF// W 2Lma • r e.G • ., I! tAo seeRN 4 r aa. T'J ITN m n Yooe uoeeU. �. "'"t 1 iAa - P9iTYW011 p1, '1 ; .. D•C. W/ 1 -7/w 6 1/4" o a w/ , 7/3" a t/4• o.a w/ 17/3' C-A r w tlnr+o®.Wmw,�M 11 r mRram wxlawaa Aex TWR AV , 1 ° S t E... 1 11 '#'#NOLOEO PEMEiR1m0N To " !!! 1NREAOEO PENETRAITO#4 70 w000 TFBtFAOEO PENE7PA1iar7 m cl-I WOOe.NP391.. am xKew. � tf1 tA4 ww-� AA9AW[�V tow tllwwxM. I m A L 'IFJOSRNO WOOD HEADER �''... DOSTND wow HEADER E%161R1G Vp00 NEAOER --Mi�I e"*rm {p . i _ 't / _ i wtaP,�N. - J ' r ti �, tN # SBFa M xAmP tK eRq • ti I/ ac 1 - N G . ' E9 I AV I EO , �..�.I ' t( - jj{{ ' 7 ' 7IW ri i ' 7 _$ row FWim I" S 1 I }4 1 (\ tl / \ • $ wv tt{ 3 •��aa EO EO r i` CAIY 3WA • t l ; { n9Rr 9Rw a i� { i Ewaw af10 • 6i "® :. # # �ii Cr4 _ 1 Lt/a• as M000 FIEWfR 7 p , i I/4' O.0 1 t a' 1 I ; e //r ac 7 LA,N 1 e��Aptlp } RW HEADER _ P -' REOU#RED1 Ij' i 1 'Gcz ,N"$'P' ' 9 'f ` iPPd j. Y oo. 9andXY 1 g 3 1. _ ! _ , • ..v ! 1 E 1 N V N L 01 6 f'"' -.a 1 � 1 1 6 1 m mom # - la TK,EBIILE O N j i t BCE loco E Olt ,, I I S•i smor RE ON t (# BMoviogrg" MAq. t twSW. ' _ j �OLAMM& .' 4 j E.WFOR SPPeARAmR I e ,� C* l.'+ _.... .x...„ m •i4i1�`� t 1 I BaYaA.i�fS44[i�. AI.•T ��y �1 _. _ - -w.,--. MoF. PANfl. tEN01ii #fix. PANEL LENGTH ---- Mwu PANt7. LENCEN a2 o ev j ,�ALUTMHI - AI.T�'),L�f 3W WALE 3JT1'•T` SCW.E 3/M1" i , + - i CV 4 A T��----•••-��•�--- N14E-YMn• &8 , (&E£ N67E 1) LIMP-201n• S$ (SEE N4TE i) t/4'ih�1t1• s. LICE No1E 1) � �y !t°/HRoon E 'r 1 MMs w/ TIAw --tt Ms tI/ 7/65i . w/s w/ 7/e'A x N - y I SLOE: 1/4" . 1' mo • M vH' Be x0°D ' 2te „000 I m I 1 ' L EVFRr w9JLLAr , .� ? 41 evEw ohwAP I 3O EmR aKAw �j Q' +r.� C 3/3r wnc rWn P a/32' s►A Nut aY• WtNa IMNT a7 am SCHEDULE ON SMIXT t V 4tetse w Lew, AVPIm ON I • i 1 cc t YI(trsY'tY�r °i a.A �� �9NEE'`T a3 N � I�aA68. 6 r 7 d L �xM we • ,: s/J2�a4 SE bm�Nl i ' 'r 1 I , 3 >r t�lw9N w 7taeW . r ec m &.w5. 'c ; , N IAw 'f' w wPbeP r�. '@ INSTAII-i�iOE 1 4'ALTFRNaT _i W u w "� . t r uro m j Q I 0E 1" MAX$ CEILIOR OOR MOUNTINt3 I 1 FqD { t6 T / FJ ' I , r_ t MAx I I I I € a '� o I A �IAii14ilATk)N ALTERNATIVE AWY JN3TALLA7tONS_ajYiRNA71VE 3Nf EO i Ear !z E �) l u=" ' C (SECTION AT TOP 15 LIMITED TO +55.S-87.D MALL SCAE: 1J4- _ I- ! t { , t I I .. ) --• t /32 r j "n MWC t-. ; `' 11EDU RAZE . ( � I ,._ I ALA. AS-0- DESIGN )RE RATING) 'i E01 I 739E .� t I( (� \ l , P9w• t e 2 t/s' oL SCALE 7/4' = 1' SOME: 1/4• : 1' t y L l 1' Mmu FWE II 0_ i �� O 114E w. x SJr LDIM BRAES' 9JSIwM } I/a�W.y�3p x5. 1 W/ il4E Z0.$• SY e.5. (t f 1 BR13 i 1 i •' ew i i 1 eA. 1 ' 3 foR PANEL. L£Rans 1� m a'-D• AN e 4 k ,- - c L RNW w,iw •8. ' - T 4.4 LAG �•- i/4` aC FmR tFN61/H IR' ro a•-B' Man. ( sT IS 4 _ ttEOVIRFD. -� t 14-t0 PANEtAATE PLUG REOUMLEO ` L 21're EO 0 for, PAmOM A7 tt O 4f10&2B P.AHE.IMTE FFM4E' t0 1#R ! H I ` } 1 • r ijs• ] rx4" wa1D ATE • . 2"x4• WOOD P,�7 t#--,N--i , t i a',M•• w000. 1x MN. r MJN`ET TE7 Y2 LPN cR Ai ' L'1{ ``---ilii Pni tAlawl/MI - B.1 ,4• oa, wf 1 7/B` ' I 1gDwmnl op MATE fi ALL ° I L ac, sTAacERED w/ YwP None t.tii i',YONA,tIi OF anBIM wtTuO MATE' FOR SOME 378=, FICHE 3/8..1 4 Or PIRATKRN M '''1 1/4E LA6 SCREwB o I OAd. ae1NeD (( 2`xa' PFA1E E N MMMffiRI LI 'NE. w IteW.nu,w F All It•N0T41S UP m B'-r Wn 1 MM# WITTN 4F PLATE r g I 7 f' STUO THWAD 1 1/2,PENETMIN. • va 9aeoo • A• .,,, O= �� AnOkNOTE : Cm 51U#IER NOT SHOWN � ' 7 AT -I TN of PLATE ' 3ClOiaiGL . ea� 3/8.�aw SCALE AITEMA3/8-i" SCALE 3 1` - SCALE 3/8-1• SCALE 3/8=1• FIB MQUH Ma ' IN$TAUAM +• XC71E}N 4Aw aLL1xN1F 1. #NSFAWLT4NS FOR ACTERNATNES SIN, OW R 1OW ONLY VAUD FOR LA S..,.r t/4' . 1' % aaulNi atanMNNnNA > (A TIC' BUN.DINOS WITH 43. A.S.D. DESIGN LOAM UP TO +6. -48.0 P•s.N. AND i. fNSTALLATIONS ARE ONLY VALiO FOR BUILDINGS WITH A.S.O..O. DESIGN LOADS �F;(•t;�iJl+ti {�Ql •;,• Wf PANEL."S LENGTH UP. TO eS td, •r •.,�✓ t. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS ,' �) "•.-S 2, FOR NE41` W00© FRAME CONSLRLICTLDN: WOOD MEMBERS TO BE SLt#)iliERN �`''¢; 0 +••• UP TO +55.5. -72.Q Ps.I AND PANELS LENGTH UP TO 8-8. y`y1A;• GEIIs' •; g. FLORIDA BUILDING CODE f h Yeloci HurrlDone Zone UP TO + 6 -72.0 F AND PANEL'S LENGTH UP TO V-6". 3Z`� t�0 4�'F FLORIDA BUiEEaN1G CODE HI h Y•ELNc HMrr)aane Zone. PINE No. 21. wJ SPECIFIC DENSITY OF Q.55.OR EOUN.. ; � � • �i 6LSiRltTA BUILDING CODE (High Vel9alt HurTiegRs.Zun• 2. t'4E NEW WOOD FRAME mi. F .55 O MEMBERS TO BE SOUTHERN $ � -...- m 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD MEMBERS TO B€ SOUTHERN � � � ? •' on" WOOD. olc, .... Fy. PINE NO. 2. WJ SPECIFIC DENSITY OF 0.55 OR EOIJAL. _ No. 4167 z >es�o. 2D GAGE GALVANIZED STEEL STORM PANEL r1p, CRAM ,. PINE NO. 2. W/ SPECIFIC- DENSITY OF OS5 OR EQUAL Na. i8 ;,kA IW'tm' 20 GAGE CALYANIZED STEEL ST(NiN PAiIEL Owww r, Mrsrc FOR tx3l{I 7LQN OF �(i7toNs= _ No. i 1* 20 GAGE GALYAkiZEO STEEL STORY PAt�i. * : s ...... - z * . .�� •. m/a/2056 TOP &' BOTTOM MOUNTINGS CAN BE MOTE FOR COMFIMtlATION OF si eT1QNs: $T OF GLOBAL PROTECTION PRODUCTS, LLC. NOTE FOR ESDIARINATIONf:T+*Ie: Z SI BAL PROTECTION PRODUCTS, LtC BADE: coM&INTO IN ANY WAY TO surt ANY % o BAL PROTECTION PRODUCTS LLC. HOE t .q /� A ------ k y1 • p• B�O m 4m aw. sI sawn ' ' y 'Y' 0 L 4 •I fNt. 4BOo 9.w. at snWEi INSTALLATNkt. �90 •.-. fZ t0 ,: 1 L E C O LIBt. 4805 =:w. a, �.ET ' TOP & BOTTOM MOUNTINGS CAN !# i O,L i F[ RIO Na a ANr aaW. R ss31a D•' R� 7 xo a NBwawBmto OME. rL =1a . A !�..., :? A HALE :L SAt4 COMBINED IN ANY WAY TO SUIT ANY `y ...,• v A �� .AA 31L e. AN. Aw, vWlr. aAtw,L w n,w FAIBND {9a+)alt-7sa, Fwv: {pa4N>w-mx 2D-17b T� k-9QTTOM MOUNTINGS CAN H� F�:Y•,�... ,,,.r nP. aw, tN.. me wNaM awm, w wNac {4yLw-.Tw, FAc /4a4)see-stsa 20^•176 "i FS(�'• j1 NA aM, >.,a, ae, wor wwr, a sN wgrt• {p4)Mp-fate. FAc tas4)M9-a197 20-176 y SS war a Moo w1-Nero .r. &LOAD 4H-TALI COMBINED IN ANY WAY TO SUIT ANY yAA AS`Sf tS. ANr . t+�'wl-feP . w.x taq 47i-,b1 OR4wNe N. �yAA Nl HA �. >, w..,: CAy wt-,tw . a , lwW m-tm, 4. trpAp Aw 4w r rN. OWAei6 Na INSTALLATION. �4y /(,i..AL - ahoeOe719 R" N.+"w 4e4 r wAmmo Ne: "t e1L x' F iNAta E IANyN it Ia LiFR A 4•. P.E m y ± - - :NR6T INSTALLATION-. ^TNF11 N7 L: 2G}LIwaFN7Uf0477 CA•OaDaitO.i Pa. tT,;... , xearrtR71t BF b. NI �h .WATER A71Jt,: P b : &AEI LY fM 26 a wmm m mR9 CONCAM NICIAM FM ANCFIpilS: SEE SCEDULE am &tin I' (EgIE sSHM ,041)I-•� (9 ta4F)# SS � FDI# Wwca s .,p. sts sF.aTaMt aN Er 13 1, , s iw/is 1 1. 8 Ear mw+ 8 1 1 1 8 �' 8 1 L T .NATION DETAILS FOR OPTION •i 1 FOR LIFE SAFETY STORM PANEL SYSTEM PouRE6 wI4aETE J I• A' ! /i $/4. 2F';/1t 3/4 eR 4/4 . 2 & 1W/15 •-I I 9' Mw. > ^ 1'-O t/2" AT END PANEL t/4E LAD saner e r O.C. W/ " 1• wf. AT EXO PAAAfL OVERLAP ENIw� b r;0'NEDE''�'r" INTO EXtNG WOOD STRUCTURES DIM 1w 1/2" a c.) I i - 1wLo .. ..,.. - - aJ3• LOa (CASE cn i) .. I - I SOLO6 O EkERY N 3' Lan. (rwtiE h O t �� 1 TO721 � � -I � �V 1FI...ggEEEEMN�. : TO i 1� > I� i '.(ENO PAM33 BNIEMNLt d2�wR PAT$L). fa3EAMR tta47 j / f • I Eo i 70 a/es mu. I I ; I r ' CIO ,• (MI5) ;� 7SM 0 It D.C. sm F 12 1 as 1 1 1 p I IH•al•�AwaEME1DENU(S , 4'Ix M I Y(F'.•�{F ,/4• t 3 .sm ULE /, sC1E0DLE /, x` A OR q t 4' �,e,,.«.e U..E #QADER , (sDEI� %I4) w �/r { ( _ `••" 1 } ANC#IOR ANCNENR SEERNERWR PA18i. EFNO PANEL 1J4- t 1'.! t ! rgE 7 1 #Fit' PAttEI EF%7 PANEL. MYD I ' m i TO MAY 1 O.a (Ca�140 m • 12 V. O.G 3• �2 FOR ^-+ f2 FOR 3• Icu OR Max,SPAANCHOR Mws ANCFgR I . dRECT 4k'MiNT..9nacwxl twusAt CING SPAtCetO. I Mir lain I 1 I¢�B i 1 AT ENDFW+ DETAIL ! :WALL MOUNTING INSTALiJ4TN0 t f EP 7/A BL M ;S�NEDULE 11 DETAIL 3 OOR I�OUB1(•'_����I/ msyALLATIDN (APPLICABLE TO SCHEDULE 2 "' I tsEEt>EBMs 1/i4 �Gfid3E�P� iK 1R2AM�.� RTL.EAd\`a&...I177T" i, Y �il'1{Aa._LG„L� tERNAIE 10CAl1uN SCALE: 3JTB• - 1" SOME 3J18" - I' EWh7w $ I WTw o to T as OR 1 AT p / ENO NEtS) ALTERNATIVE i ALTERNATIVE 2 xI.D coNm1ETEJ I I I , i {SEE onA2s 7/I4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s.f.4 AND MAXIMUM A.S.DI DESIGN PRESSURE RATING (n.s.fy) AND CORRESPONDING ` 1/4%1•/MMWX 0- OR CONCRETE I I i `y") MAXIMUM PANEL LENGTH w " SCHEDULE , , 'ei' s�w BLOCK WALL r I 7�P>� NG _ SCHEDULE AI t FOR _�i� : (+rsJ (s¢• mvo i2 , 2 es. I r @ I CORRESPONDING UM ANCHOR E SCH cypu m an m Slow 1 A 2 NmcATmT FM UFA SAFETY s70[6N 11m Om. PAt4) j � I /a, 2/4, 7 AA 3/4 pR 4/4 t 1, 2) ec w/1s 1. 2 sL 1w/�s INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK $LUCTURES sTSIEM oN s,rME ,3,. I I ! RLfON Iaw U) f I I k f --I ON LwE SAE1Y PAMEL K- Sr-M Awx i ).. • (�,yt/ 1(A11.,I;n Nr CONIMMMg me A' oQtw 11 9, 3 1/2' • F j IeQ BHORDM) m "' A .j4 1 �B I ! TFRNAx tm-n N N9WSM A3AE ICeWf Nei. Wla tNMN A744Ww tnAxvnu TVASs SEE 3CeaIR.e I AREA W/NO LANE SAFETY PANELS LOCATRRI OF LIFE (SEE N01E 1T',OW) - elPAwtIN I i w•--__---�. i.a RF.OULAR.PANEIS W/ OR'._..._...-..._.....(,._ S'AFE7'1"PA407: '^•'# MMMIM-ASb. I _ ED U 'I Cud. TNN.ON ft TAP-tlRP' f%IIT-aN PAIEIMxE FF3MME.& PaIELMeE Plw AapDCAtME m 425.A -1. Y-8' 2 3/4' txastim m _ _ ,. .--Iw/o PEtA LAR TRACKS (SEE M01E 1 •�j•••••«_•••••^,-•-••• aEL To IQ TO IF. a wwAKwN PAC,. [WHMM 104 WIACRETE ANCHORS .✓ - SCEApWpliEE tIn Sim StW8Hm1 OP�FN�INB '&YLL QD I g AS commm WIN91EIEBID" CONCRBTB OOFMAE#E OF ,MENp1matum TO TO D IEiIOM 1` fR) SEE SLEET t6 FOR ANCINPof LANE a SP/CNM F012 pi$U4,lATMNS 9Ra ,MOOD /RUE iRMDB#B. I `i { aR 1/ I i SttET 141 POIwED (AIICRETE lAn- t ) STORMALWAYS 8E T 01SIAL w/' REM tcom MMIRM ANCHOR N,pACIlCS AND BNMUai vm OWANOt NE 010" O ON " 501MA8. (NAna-- m PAdJCATE atSTAWflON NF NIEROEp 8• N/A N/A N/A r N/A r N/A 6" NfA , At 2 .(TOP) E,p, i;2gS myA< yi�A1pD qt SWQXAE mmu A :m0ft WN la qC MULTIPLYING Spmm _ s • �tAkEO CUNNEIE AIC,MRS L,•� PANEL- '� m BE NSTAAEN OR REMOVED FROM MSIDE 55.0. -720 B• 7• 9` 9' 9• S` 9" 9` B' 9" , (907TOM) 6'-L#" OR LEESS SHOWN ON SCTEOU.E BY TIE FOUOWNa F'ACICNa, IN IM OPFRoroNN m BE POSOV4 (TEE = NC" ! OF STRUCTURE. RmU= SEA ONG OBTAWEO LkMN6 FACTOR S MU. Not BE LESS VIAN LWMAN NUdM _ SHELL 14) '--E'B• ELEVATION B' N/A N/A N/A r N/A 6" WA 8• N/A 1 & 2 (FOP) NUKIOED FOR EA N ANCHOR TYPE Ar ANCHORS c0max I I T � t { �SWOOD O 455.0 -no 5•-0• TO 7'-6• - WALL MOUNTING JHIS ALLATiON MALL AND FLGQR 1dOUNTING INSiAII ATiQN (6� SCALE 3/32•-t- a 5• 9' 6 9" 7 1/2' 9" 9' 9" e" I (BOTTOM) PA4ti i74E 1/4E 1/+• 114E A i 1 SECTION SCALE: 3/8" - I" - SECibN i SCAE: 3/w - 7" �1/4• Man OM "•� �� i e 1 s i%� +55.0 -72.0 8' NJA N/A N/A 8' N/A 8" . NIA 8• WA 1 & 2 (TOP) 7,-r TO 8'-8" 1 TNCm P.F mKp^CMP . KKtllt-N ( t� ._..,_�.._._ ; L � • 1 I - cu n MOOTS ON In SAFETY STORM PANF MMM INSTAL -LAWN LAWN 9' 8" 8' 6' 6` 6" 1 (BOTTOM) 4Fa c�ae+A avAhla � > 3 3 3 2 ,.,.,. f. LIFE SAFELY. STORK PANEL OUT 8E LOCATED AS AN END PANEL (FIRST' 0R UST PANEL) 1 ,••• R.aaN e1w. D4) 3 3. 3 th 3 t/2 4M i Dy �18 De L. ALTERNATIVE 3 ERNATIVE 4 U //N"� OR AS AN INTERIOR PANEL- Iq,E i) ,T{ i WJ BOOR YOL(NT.L'ONDiniTll. AT BITTTOM ED,,, s 3 ,!2" • _ _ _ , p V (AN{ PANEL LOCATpN IN B "MEN END PANELS)- $ BN Et1oR PARES; B TO3 AE L46UIgi ADII9M B6 �� B B9woD NICK& rW " � l_ St4Y U$ Boom • r aO w/ 1 41r `/ 3WV�\ LIFE SAFETY PANELS NAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS EANEB.. 4rNY ERL1f _3 YT/ I ip' .» T tJA10.d/a• LDIM 9RAHS Btl92Ata W/ (w/ OR W/o REGULAR TRACKS.) �q7 Y : �"` - - - .ra 1 1 I ,/4:«-m9• ss 9.s, e r aa. aR MMSM ASA t IMP • Wr IBL MM 1nP a AWN.* DBE A Cow a 3.O. me up or AWE) APPL1cABLE ro _ I.w -� ,J4:4-YD PAmAM7E FEMALE o aK ALTERN IVE W00 FRAME CONDITIONS L4c ANCHOR LOCATIONS DES" afCTONs.& NAXKMUM PANEL 3' ,m - ,m 2 1�E SAFETYsi� PANEL coFTsts7s OF 0.039` GALYANIzm STEEL STORM PfW7E1. As SECTION B-B A -R sub 3/r . I- PER � �/ PLATE NOTE : WHOTER TRACKS NOT SHOWN FOR CIAMIY SCALE 3J'+2"=1• € of TNO4 �L• 1.. 3-t/r _ - ,m _ iyO "KAM Poarm m TO wfA@ PER aOMPO & ® SrEL 2 OF DRAWING. P - COMBRNA t14/OR1 1' (NJ ataa/2Na PNRLIaTa nAw • r aC W 1 1/r AF,: THIS PAFEI AtrLLOMS'ITSELF TO BE REMOVED OR INSTALLED FROM THE IN",.IDE OF RArm Owl CONCRETE 4TRLk71H1E' µ, 444:2 -81.5 } ! 4 T 2• ! s'aJ2• 2 (BOTTOM? 7=8 OR L1S8 LNAt1N A LIFE SAFETY P REQUIRES TOP TRACK TO COMPONENT®& BOTTOM TRACK TO AAM4AaT �""My. +52.8 ^t .0_ 3• I J" 4• R` 2 (BOTTDMJ 7-B• KNi LESS ' '- �,�i '`'•: WA1 MOt!•,N, �G. INS?"ALL_ATION ��,al("�p Ttt,lrt L1J eE AS PER StIEEI 2 OF THIS DRAWING: a tf ,,,*• +„ �(i ALTERNATIVE 1 W�T�1 L `' aQMPQNENr BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWINO SECTIONS 1 & 1? 5 485.0 720 2 1/2" @ 2 YJ2" 4- 3 1/2' 2 (BOTTOM) 7-8' OR LESS (3. +i 167 BaVE ?AY - 1" ZTy1? • c 2 OH TIER; . 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H �e /► y8 GLOBAL PROTECTION PRODUCTS3 LLC. °fJYm- , e a"` 7u AN A m�au�ia� As9. OFSKN Lam aP Ta � 09. �T/►�� oFJCox- New Sm. 3t saw BB Se 4 AV V tsee. 4Bat saw, St SIM 2. FOR NEW WOOP FTWE commucrow Wom MEMBERS TO BE smmW81 'li�'('�•S •.t R • iA=�� _ •A e. PLtR► O tMe_ 4aW S.W. III s w A � Z B. SEE SNF.ET 4 FOR OEpiL APP(iLAB(E 70 THE NECESSITY FOR THE INSTALIATKN OF a S 20-17fi AA 20-176 /10000 BONDS. A VI tN CA-00042r9 ..'., .a...w. Dx,& n 33st4 f µ-aDOsrtP .x.�, umeE 333t4 � _. '° SI A,- tw. wew.ne, DALE n. 39314 !l USA n14 Hw. r, Hr xa PRIM ottW¢a R aw wroeE: Lee4)4w-7e4x FAt (rsAkN-MACE SPACERS AT TRACKS INSTALLED ADJACENT AND BCADONo TO STUCCO S ,u1 ,,,., . 1x+e m-,we . y, , twom-� 20-176 � • � � � . � 3 ��Kr H,dc iesalasM-Y546. FAX beF)sIN-srWt ar aN u#L� PINE Nv..2•.w/ SPEOIFTC OEN6(IY OF OM OR EQUAL.: Ai WaiBtA Jf,P.E a a>'t LOAN. f..]M'a11uA a ilfw ONLINE: {BBF)sa5-76K6. F'AL• (P54)te5-A57 "an 13 Or M .. . _ #MEATYA I , R•t .. 1 W is OF 26 JE•1 nA0 en-tD, r ONFWHB Nr. G-OOwr/9 Oar AAt ,qw AYUs,Ar r DRNWN6 MN P.E y _ ., P,E.: SFA./lpN4MUK/OATC 701.A ,'�. P.�E " •A +T-w - .. P.E A Jt" F,E. -..... _ _ G.L. SHEET NO. SH 1.1 --ANCHORS (SEE SECTIONS ON 5HI:'.FS t7, 18, 10 & 20)-- 3 LNA%. 3A/77, yttT.'3tl/ta 3B/14 4a/tY« aafr4 3` MAX i• MIN. Mwji4 7AWl70 a SAW/20 a09FfS1, ?Nff7a a ■I'A/20 1• UK D.11.or 4 t O O O O O S fPANEL LENGTH( SCHEDULE) IN T__M ��1 SE � � PN[iL BOIiCY 3 MAX.YSlpYffYiYI/DF/1[0W. 1:MAYA 1• a awtA EKE MUL.1! ANCHORS (SEE SECTIONS ON SETS 1?« 13, 19 a 20) OiMQN #2 FOR LIFE SAFETY STORM PANELCD ELEVATION SCALE 3/1a'-1- 1/rwY; OAP Y4G �I .lxd. PrWSF exmmn•susv s -... �.z'as"z=ac max ..�ac,ssc - y'�37'.".. asaaaneu EKTERM SECTION 1-A SCALE 3/16'.t• MAXIMUM A&D. DESIGN PRESSURE RATING 1 .m.f.) AND I, R CORRESPONDING MAXIMUM PANEL LENGTH -L SCHEDULE Z No. 44167 = FLORIDA BUILDING GODS NI h Yatoat Nurrieone 2onae ry�r tdRtOT •'+ ' aim nTcoo 20 GAG[ GALVANEZED STEEL STORM PANEL AL PROTECTION PRODUCTS. LLC. 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GLASS PANEL LENGTH PANEL LENGTH OD SILT 7!) I ; (� NOTE T aEt,7N). 1-20x1' � (SEE NOTE 1 BELOW) OEA4S 1 ? 9;5. M.S. W% , 1 i i I i A i I EO• + li r i 2'x+' x s/sz' wp+G Fair 2«x4• w,>oo1.?fe'+I x 3f32' wuNG Nur REQUIRED WASHER O B 1/4. D.C. REQUIRED WASHER O (BEYOND) OLD, t0 PXNEIMATE-t0 PiVJLTAWIE P O 8 1/4' O.C. O S t/4' O.C, a WN, 1NROMED PENEiPA7tON �) SRN. 1HfWADEO 71DN f i r`• AT MIDWIOTH OF PLATE ) � AT ApOW1011N OF PLATE NNRNnNNayy AI:T�NAtIVE �, 91AT O _ 1#-FE. SaF6Ti PiN&E_ SCALE sfNt`=T" ,����«•'• �iiEMs� • f��y sOAI.E 3!a'at" FLORIDA BUILDING CODE h Yelooi urrFcane One tt( H Z ,>� n7WIL Tex: - - I. pdSTALLATXNNfi ARE aFcv vAtw FOR IR1ROM Hint AB:D, aESp'aN t.6kD3 s NO �*167 2a GAGE GAI VAtazED STEEL si(1RM( PA►!El aa�+ or. UP m +53.5, -72:0 PSF AND PANEL'S tENCis1 UP ro`�- 2. FOR NEW WOOD ITNME coNSTlwcrtoFb tYGw MEMBERS m � Sau<riEfw •4'fl`•. ATE #ltnl�a C O eNe: GLOBAL PROTECTION PRODUC'i^sx !LC pTlr+l�o PINS in. 2. w/ Si$iOFTC DLTNsrrc of oas � EQUAL - $ D�A•,•_ QRlO aNaW sw. at slam .ry rS a xa n. ei axt +swxlewoe.n aa� w,de (auk Ysa r3ia�s�.�tN+3�P-STsT 20-178 'NA S N . •.� a..'�,e` q rn-,mp . a. , peq an -toe nox. Ire Attars! rKx waeeto Na A NH �/nNE �A. "CA-0906T1Ca� P.E. 00 n-la - aRT m Q 4y i#1l�p�Rl��Nr11�l�IlQMR11� IIIR�IIE�iN��ililrl�/11li�If■�#�It , INOTES N PANELS. (3). TRACK 4' �•,_�. I SEE HOTS a eETA.9_.::. Aqa W,NGOtE AtCKDABf 9FS `p4Dw� 7 3'-'i 1• ApA. ',RE � qt SHEET xa BCR6w 1' AWt 1011, tOR 7 �2 0R©w/ at wf0®.0 -. • 1A5T PAN0. (1� m 8E INSTALLED AT RM]N OPEMNo SHNIaWAYs BE FBOVgEO REAR INAt1LE TO FACS1Uif lNSii E-Z HANG STORM PANE-ZLERESSY-SMTEUr tEAmED ro � BSTAUJD F7KRt WAVE �' . r 1Hspx of srauGTlxtE. ,/r NM,. aP ,/r INtm GW T.. aRQw/oHw/o�0 «(� wCAlE3/8A" • 7` (t). � OF BERIE.4 2Ofa;. E - Z NAND STORM PANEL SYSTEM CONSISTING OF PANEL Opt#, TRACKS TOP a BOTTOM. (nOGW"EC BOTTOM . �SHN BE PROVIDED ALWAYS Td■P dd�F HEShci1H O7HETRMB$E A STOP OAR (3). IF END 2�3%}S �, w( Y/ Md 32'WNaG NOT t/Cs MGM. dmiAA�. iE M RN10 TAPPED BOTipN TRAGIC L�TWH OF FASTENERS Y BE XT C. dF TWO F7TNERIOR FLAY FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT E7JIaNffCTED TO BOTTOM TRACK (is. A STOP BAR IS ONLY U6fD AT TOP AT LEAST iWd FAAfELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICAT� ON NOTE (3) ABOVE IN SUCH CASE. COFINECTION OF PANELS TO BOTTOM TRACK MAY OCCUR A7 AtlY PANEL LOCATION. (5}. SEE SECTION 1', 3' a 4' ON Se1EET 24, SEE ANCHOR SCHEDULE ON SHEET 25. .......... 2'/z4r t'/24 V iwTE a eaoR) --j-- (Bm» aN 7 a- Nam. 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EDGE PANEI_ & 2 YSHPLL � IN itWBt OVERLAPS RETAWED B`/ aV' swum �y v Y Yl .X Ao� TrPI t/44 ij4's SIX BNFET to a OD raN AAA 1YPE t �, srxaxo roll ,HBTAUA10,a1 a1a , LwfpKti,ANCi10R $PANaANS A7W FatNNU,N lau ANAFwR iw4aa0 lW S 3 FDaE OIStAIts ARE AN THIS +w16eaMtw.¢ car.A Ot.i 3 ] 7aN4DIaF FTxt ta. iESa 7Hw 11tOG7E0 ox rantrrt oxe.A. at.tx DJ s ] ,!s srsao,Ae Ia0f1f8 wu7wR SFA&ao6 er LapiM.7N8 9PAOIPY7 8hpAN, aA s�7N.E NptYs. FII AIDN OMBIQ) FIOWR IW THE FouDWrfc FACTOR-� T,as DaEAntaN m K Ans e- sNWeRAo osrWetEo t FACTOR sHAu NOT WE, tESB Y,wt rpMRRar sWtpHI aaxGiea 7, FOR t;AN3N AAYplai TYPE LaN.TxRa SN3w0Utd 71 VA LSM IS TO BE L BUILDINGS. CONTINUOUS IN WALL 1�101ON:���OOk N�SNiALLRTiON 4 LIFE SAFETY PANEL tN�INr'„�MA. MaV.E 3/B'.t' S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'. DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE. FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS BE iAOTA EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED: FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS, IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16 SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt. TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE SNtALI. BE AS MENTIONED IN at} AMC IN 8.2). B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. OR WOOD ATTACHED FRASIE PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK 2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL IfNGti1. 3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE ' PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING +. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O: RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i. S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D. a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF ?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY, & ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED. 50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9, (d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL 9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL 10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW. (X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx• (4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF - 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R. - 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL - /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING. (rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE. A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE FEMALE W a PANELMATE PLUS: A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4. 1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4' INTO ANCHORS. ��� � :� A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�" BE AS MENRNED lii A7) AND W A.2). 'S (B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone - t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - - - 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A. - /1 4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br, PRODUCTS (rm-2D?i pall i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i. 9mo 3+u 41 SiRETT aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178 lreiw. {Aq alM,aW . FP i pna M-1W [AHMNa Ne PE lFAL/9NNRial./aATE U-0AAa71D - 1PLTD'N A .Y., PE n`M• 3 7aQ7 at M at 1 - INSTALLATION RETAILS FOR SERIES 2000 ANQ 10QQ E-Z HANG T CONCRETSDVAAMON SEE EVERY E BLOCK Soak" Cn CU PANE INTO POURED CONCRETE OR aa'rxtE.. c CANPa1A AIANtaA4 � a $ ! cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae �'---E:: r, t.. q�) NpRsaDUM 'J F,j t/sY-fyi/a• j i+Lw� � � i NOR �IBW'X ^ Mast w0 N.s. I $ \ Avm ttAP7 ' I 5 � anal i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $ f � slsxr mm j � � { �-,--•--- SEE sa€au� L aEPAWAnfIN t ak-2W3 a• FOR NOA. � 7 aY- 4" OM 9wEt 2s I ro a."m. ro � j T ew7�1 �FDR� OaxrA�lwli i r UP r`mear�r "J � m ait�. i omr�wrwsw 1 i ExF$Y OViAM I 1 OifR°tAP 1 � �' i T Mtn • � i zy r 1 � i i QmN OraW � I i r 1 ; � e7 3 ■ � i 3 �tJa !» rYs �•iis.. 1 PNxua w sp RAN¢ RIXx. -( I � tM'x-. t• Fu s r m aN r� >�iipa�` APa��w // � r Nw- • r 4w- Tad j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47 :. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl� �� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok sraE s/e.t' g ��,'� SE31LE 3/e.t' SCALE 3/Nf.i• iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL 06E K AT lOP Aa,qL A¢ NNt11HtNF 4 r w RaaL . a + + w 1aAnNs T27 pc A Tt t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A (EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone 1--v-f (� 7oP s aYrFwl swarmAas cw � I ' xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br: « DEmom Ignme TAIL Ea . mac ossVeE O �' " aq. • a4R4. ��wa��tttP"PA' AFINIWIA VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me: 4Na saP. bt at1AEEr xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78 Pa.s, a�'wf ipA-tma. Pa., x+'-rriat . _ 'prAwaia ft. P-E aF'LL/agIM1tAAC/AWE. aLV. �A nIn1A:.: P8 N N Cl)T3O� � f� O O O O W O W L OL� a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 INSTALLATION. DETAILS FOR OPTif�N #2,�'OR ,� Fi E SATIETY �TQRM PA�{�, ,� SX�,,M 1� �„�STfhiG W�, p STRUCTURES 1 t'a TAPCON O 8` OTC. t 4•p TAPCON O 6" D.C. P t T T'MN AT WOW 1 i MIN. THREADED HEADER HEADER e .tom. ,. ,/4' I... 1/Y [f4• WOTA7 FiFADER W000 IiFAOiR ! 2' I i REOU52ED •- f Mpl. i € REOIARED , f �j i i ' I 1m, OaAA tb t%!BS I NgE sas0,a5 EXISTING ON 9lffT 1!i 1' Max. GLASS PANEL LENGTH PANEL LENGTH OD SILT 7!) I ; (� NOTE T aEt,7N). 1-20x1' � (SEE NOTE 1 BELOW) OEA4S 1 ? 9;5. M.S. W% , 1 i i I i A i I EO• + li r i 2'x+' x s/sz' wp+G Fair 2«x4• w,>oo1.?fe'+I x 3f32' wuNG Nur REQUIRED WASHER O B 1/4. D.C. REQUIRED WASHER O (BEYOND) OLD, t0 PXNEIMATE-t0 PiVJLTAWIE P O 8 1/4' O.C. O S t/4' O.C, a WN, 1NROMED PENEiPA7tON �) SRN. 1HfWADEO 71DN f i r`• AT MIDWIOTH OF PLATE ) � AT ApOW1011N OF PLATE NNRNnNNayy AI:T�NAtIVE �, 91AT O _ 1#-FE. SaF6Ti PiN&E_ SCALE sfNt`=T" ,����«•'• �iiEMs� • f��y sOAI.E 3!a'at" FLORIDA BUILDING CODE h Yelooi urrFcane One tt( H Z ,>� n7WIL Tex: - - I. pdSTALLATXNNfi ARE aFcv vAtw FOR IR1ROM Hint AB:D, aESp'aN t.6kD3 s NO �*167 2a GAGE GAI VAtazED STEEL si(1RM( PA►!El aa�+ or. UP m +53.5, -72:0 PSF AND PANEL'S tENCis1 UP ro`�- 2. FOR NEW WOOD ITNME coNSTlwcrtoFb tYGw MEMBERS m � Sau<riEfw •4'fl`•. ATE #ltnl�a C O eNe: GLOBAL PROTECTION PRODUC'i^sx !LC pTlr+l�o PINS in. 2. w/ Si$iOFTC DLTNsrrc of oas � EQUAL - $ D�A•,•_ QRlO aNaW sw. at slam .ry rS a xa n. ei axt +swxlewoe.n aa� w,de (auk Ysa r3ia�s�.�tN+3�P-STsT 20-178 'NA S N . •.� a..'�,e` q rn-,mp . a. , peq an -toe nox. Ire Attars! rKx waeeto Na A NH �/nNE �A. "CA-0906T1Ca� P.E. 00 n-la - aRT m Q 4y i#1l�p�Rl��Nr11�l�IlQMR11� IIIR�IIE�iN��ililrl�/11li�If■�#�It , INOTES N PANELS. (3). TRACK 4' �•,_�. I SEE HOTS a eETA.9_.::. Aqa W,NGOtE AtCKDABf 9FS `p4Dw� 7 3'-'i 1• ApA. ',RE � qt SHEET xa BCR6w 1' AWt 1011, tOR 7 �2 0R©w/ at wf0®.0 -. • 1A5T PAN0. (1� m 8E INSTALLED AT RM]N OPEMNo SHNIaWAYs BE FBOVgEO REAR INAt1LE TO FACS1Uif lNSii E-Z HANG STORM PANE-ZLERESSY-SMTEUr tEAmED ro � BSTAUJD F7KRt WAVE �' . r 1Hspx of srauGTlxtE. ,/r NM,. aP ,/r INtm GW T.. aRQw/oHw/o�0 «(� wCAlE3/8A" • 7` (t). � OF BERIE.4 2Ofa;. E - Z NAND STORM PANEL SYSTEM CONSISTING OF PANEL Opt#, TRACKS TOP a BOTTOM. (nOGW"EC BOTTOM . �SHN BE PROVIDED ALWAYS Td■P dd�F HEShci1H O7HETRMB$E A STOP OAR (3). IF END 2�3%}S �, w( Y/ Md 32'WNaG NOT t/Cs MGM. dmiAA�. iE M RN10 TAPPED BOTipN TRAGIC L�TWH OF FASTENERS Y BE XT C. dF TWO F7TNERIOR FLAY FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT E7JIaNffCTED TO BOTTOM TRACK (is. A STOP BAR IS ONLY U6fD AT TOP AT LEAST iWd FAAfELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICAT� ON NOTE (3) ABOVE IN SUCH CASE. COFINECTION OF PANELS TO BOTTOM TRACK MAY OCCUR A7 AtlY PANEL LOCATION. (5}. SEE SECTION 1', 3' a 4' ON Se1EET 24, SEE ANCHOR SCHEDULE ON SHEET 25. .......... 2'/z4r t'/24 V iwTE a eaoR) --j-- (Bm» aN 7 a- Nam. I t" A&f. ap Y •L' 4 BLLoiY i 44 x fi.• i1 marl BE USED TWO ON MATION ES NOT NEW Erf 1/2' t t/Y. r amr rwA:otl P/f7E1_ ©m BE RNATALED A7 F:1i'JN OPkTONG 9fAli KNNYS � PRO�kD xj REw NiAAIOrE m FACatTh1E p15FMUGION IF fxfFANOEa m BE INSTALLED FROM _ ,Nsax aF smFxTURE, aTwa sfs .. t' t/Y IrpA. aw N/a• Npx. aAP'-�I-.. t_- - ,�{:T Ca�N _8-8 (1). ������ E '" t TRA4vAS ATTOP P/YEOpLtlSOR T9 CgNc- + (�AT BDTiDM W/ PANELMAT65. (2). END PANELS 9iU�tL ALWAYS BE +.ORHECtEB TO SILL WALL BY MEANS OF PMNELMiRES oR ff �US® JMTLY wl t�� TRAAt�c Atf EEFidm PANELS SMALL � iANFIECTEO TD W i 4'Y-20x3f4 .S W Y% 32- YANON� WNi/ l �M(n. #iiO7 AS (3). FOR CASE'S WHEN END PANELS ARE USE JOMLY Wf 45' LONG ,® AT 8UT END PAt!£LS ARE NDT CONNEN:Tf4 TO D0T70N TRACK A STOP 8W SWJ.L eE PROVpiE4 AT T� OF SNN3N PANELS. (4). FOR 9bTM1ATI0N3 WHEN END PANELS AND SOME A1tERK1R PANELS ARE DIRECRY WPANf�hS FOi1DYliNQCpS�� StiD1WN ,� WTJ/RACK3Tp00/12K•Ati. SUCH THAT ADJACENT PANELS S. (2) � MEANS.. EDGE PANEI_ & 2 YSHPLL � IN itWBt OVERLAPS RETAWED B`/ aV' swum �y v Y Yl .X Ao� TrPI t/44 ij4's SIX BNFET to a OD raN AAA 1YPE t �, srxaxo roll ,HBTAUA10,a1 a1a , LwfpKti,ANCi10R $PANaANS A7W FatNNU,N lau ANAFwR iw4aa0 lW S 3 FDaE OIStAIts ARE AN THIS +w16eaMtw.¢ car.A Ot.i 3 ] 7aN4DIaF FTxt ta. iESa 7Hw 11tOG7E0 ox rantrrt oxe.A. at.tx DJ s ] ,!s srsao,Ae Ia0f1f8 wu7wR SFA&ao6 er LapiM.7N8 9PAOIPY7 8hpAN, aA s�7N.E NptYs. FII AIDN OMBIQ) FIOWR IW THE FouDWrfc FACTOR-� T,as DaEAntaN m K Ans e- sNWeRAo osrWetEo t FACTOR sHAu NOT WE, tESB Y,wt rpMRRar sWtpHI aaxGiea 7, FOR t;AN3N AAYplai TYPE LaN.TxRa SN3w0Utd 71 VA LSM IS TO BE L BUILDINGS. CONTINUOUS IN WALL 1�101ON:���OOk N�SNiALLRTiON 4 LIFE SAFETY PANEL tN�INr'„�MA. MaV.E 3/B'.t' S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'. DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE. FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS BE iAOTA EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED: FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS, IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16 SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt. TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE SNtALI. BE AS MENTIONED IN at} AMC IN 8.2). B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. OR WOOD ATTACHED FRASIE PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK 2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL IfNGti1. 3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE ' PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING +. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O: RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i. S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D. a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF ?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY, & ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED. 50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9, (d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL 9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL 10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW. (X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx• (4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF - 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R. - 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL - /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING. (rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE. A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE FEMALE W a PANELMATE PLUS: A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4. 1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4' INTO ANCHORS. ��� � :� A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�" BE AS MENRNED lii A7) AND W A.2). 'S (B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone - t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - - - 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A. - /1 4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br, PRODUCTS (rm-2D?i pall i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i. 9mo 3+u 41 SiRETT aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178 lreiw. {Aq alM,aW . FP i pna M-1W [AHMNa Ne PE lFAL/9NNRial./aATE U-0AAa71D - 1PLTD'N A .Y., PE n`M• 3 7aQ7 at M at 1 - INSTALLATION RETAILS FOR SERIES 2000 ANQ 10QQ E-Z HANG T CONCRETSDVAAMON SEE EVERY E BLOCK Soak" Cn CU PANE INTO POURED CONCRETE OR aa'rxtE.. c CANPa1A AIANtaA4 � a $ ! cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae �'---E:: r, t.. q�) NpRsaDUM 'J F,j t/sY-fyi/a• j i+Lw� � � i NOR �IBW'X ^ Mast w0 N.s. I $ \ Avm ttAP7 ' I 5 � anal i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $ f � slsxr mm j � � { �-,--•--- SEE sa€au� L aEPAWAnfIN t ak-2W3 a• FOR NOA. � 7 aY- 4" OM 9wEt 2s I ro a."m. ro � j T ew7�1 �FDR� OaxrA�lwli i r UP r`mear�r "J � m ait�. i omr�wrwsw 1 i ExF$Y OViAM I 1 OifR°tAP 1 � �' i T Mtn • � i zy r 1 � i i QmN OraW � I i r 1 ; � e7 3 ■ � i 3 �tJa !» rYs �•iis.. 1 PNxua w sp RAN¢ RIXx. -( I � tM'x-. t• Fu s r m aN r� >�iipa�` APa��w // � r Nw- • r 4w- Tad j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47 :. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl� �� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok sraE s/e.t' g ��,'� SE31LE 3/e.t' SCALE 3/Nf.i• iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL 06E K AT lOP Aa,qL A¢ NNt11HtNF 4 r w RaaL . a + + w 1aAnNs T27 pc A Tt t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A (EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone 1--v-f (� 7oP s aYrFwl swarmAas cw � I ' xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br: « DEmom Ignme TAIL Ea . mac ossVeE O �' " aq. • a4R4. ��wa��tttP"PA' AFINIWIA VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me: 4Na saP. bt at1AEEr xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78 Pa.s, a�'wf ipA-tma. Pa., x+'-rriat . _ 'prAwaia ft. P-E aF'LL/agIM1tAAC/AWE. aLV. �A nIn1A:.: P8 N N Cl)T3O� � f� O O O O W O W L OL� a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 4' �•,_�. I SEE HOTS a eETA.9_.::. Aqa W,NGOtE AtCKDABf 9FS `p4Dw� 7 3'-'i 1• ApA. ',RE � qt SHEET xa BCR6w 1' AWt 1011, tOR 7 �2 0R©w/ at wf0®.0 -. • 1A5T PAN0. (1� m 8E INSTALLED AT RM]N OPEMNo SHNIaWAYs BE FBOVgEO REAR INAt1LE TO FACS1Uif lNSii E-Z HANG STORM PANE-ZLERESSY-SMTEUr tEAmED ro � BSTAUJD F7KRt WAVE �' . r 1Hspx of srauGTlxtE. ,/r NM,. aP ,/r INtm GW T.. aRQw/oHw/o�0 «(� wCAlE3/8A" • 7` (t). � OF BERIE.4 2Ofa;. E - Z NAND STORM PANEL SYSTEM CONSISTING OF PANEL Opt#, TRACKS TOP a BOTTOM. (nOGW"EC BOTTOM . �SHN BE PROVIDED ALWAYS Td■P dd�F HEShci1H O7HETRMB$E A STOP OAR (3). IF END 2�3%}S �, w( Y/ Md 32'WNaG NOT t/Cs MGM. dmiAA�. iE M RN10 TAPPED BOTipN TRAGIC L�TWH OF FASTENERS Y BE XT C. dF TWO F7TNERIOR FLAY FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT E7JIaNffCTED TO BOTTOM TRACK (is. A STOP BAR IS ONLY U6fD AT TOP AT LEAST iWd FAAfELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICAT� ON NOTE (3) ABOVE IN SUCH CASE. COFINECTION OF PANELS TO BOTTOM TRACK MAY OCCUR A7 AtlY PANEL LOCATION. (5}. SEE SECTION 1', 3' a 4' ON Se1EET 24, SEE ANCHOR SCHEDULE ON SHEET 25. .......... 2'/z4r t'/24 V iwTE a eaoR) --j-- (Bm» aN 7 a- Nam. I t" A&f. ap Y •L' 4 BLLoiY i 44 x fi.• i1 marl BE USED TWO ON MATION ES NOT NEW Erf 1/2' t t/Y. r amr rwA:otl P/f7E1_ ©m BE RNATALED A7 F:1i'JN OPkTONG 9fAli KNNYS � PRO�kD xj REw NiAAIOrE m FACatTh1E p15FMUGION IF fxfFANOEa m BE INSTALLED FROM _ ,Nsax aF smFxTURE, aTwa sfs .. t' t/Y IrpA. aw N/a• Npx. aAP'-�I-.. t_- - ,�{:T Ca�N _8-8 (1). ������ E '" t TRA4vAS ATTOP P/YEOpLtlSOR T9 CgNc- + (�AT BDTiDM W/ PANELMAT65. (2). END PANELS 9iU�tL ALWAYS BE +.ORHECtEB TO SILL WALL BY MEANS OF PMNELMiRES oR ff �US® JMTLY wl t�� TRAAt�c Atf EEFidm PANELS SMALL � iANFIECTEO TD W i 4'Y-20x3f4 .S W Y% 32- YANON� WNi/ l �M(n. #iiO7 AS (3). FOR CASE'S WHEN END PANELS ARE USE JOMLY Wf 45' LONG ,® AT 8UT END PAt!£LS ARE NDT CONNEN:Tf4 TO D0T70N TRACK A STOP 8W SWJ.L eE PROVpiE4 AT T� OF SNN3N PANELS. (4). FOR 9bTM1ATI0N3 WHEN END PANELS AND SOME A1tERK1R PANELS ARE DIRECRY WPANf�hS FOi1DYliNQCpS�� StiD1WN ,� WTJ/RACK3Tp00/12K•Ati. SUCH THAT ADJACENT PANELS S. (2) � MEANS.. EDGE PANEI_ & 2 YSHPLL � IN itWBt OVERLAPS RETAWED B`/ aV' swum �y v Y Yl .X Ao� TrPI t/44 ij4's SIX BNFET to a OD raN AAA 1YPE t �, srxaxo roll ,HBTAUA10,a1 a1a , LwfpKti,ANCi10R $PANaANS A7W FatNNU,N lau ANAFwR iw4aa0 lW S 3 FDaE OIStAIts ARE AN THIS +w16eaMtw.¢ car.A Ot.i 3 ] 7aN4DIaF FTxt ta. iESa 7Hw 11tOG7E0 ox rantrrt oxe.A. at.tx DJ s ] ,!s srsao,Ae Ia0f1f8 wu7wR SFA&ao6 er LapiM.7N8 9PAOIPY7 8hpAN, aA s�7N.E NptYs. FII AIDN OMBIQ) FIOWR IW THE FouDWrfc FACTOR-� T,as DaEAntaN m K Ans e- sNWeRAo osrWetEo t FACTOR sHAu NOT WE, tESB Y,wt rpMRRar sWtpHI aaxGiea 7, FOR t;AN3N AAYplai TYPE LaN.TxRa SN3w0Utd 71 VA LSM IS TO BE L BUILDINGS. CONTINUOUS IN WALL 1�101ON:���OOk N�SNiALLRTiON 4 LIFE SAFETY PANEL tN�INr'„�MA. MaV.E 3/B'.t' S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'. DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE. FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS BE iAOTA EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED: FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS, IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16 SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt. TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE SNtALI. BE AS MENTIONED IN at} AMC IN 8.2). B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. OR WOOD ATTACHED FRASIE PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK 2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL IfNGti1. 3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE ' PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING +. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O: RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i. S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D. a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF ?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY, & ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED. 50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9, (d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL 9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL 10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW. (X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx• (4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF - 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R. - 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL - /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING. (rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE. A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE FEMALE W a PANELMATE PLUS: A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4. 1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4' INTO ANCHORS. ��� � :� A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�" BE AS MENRNED lii A7) AND W A.2). 'S (B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone - t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - - - 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A. - /1 4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br, PRODUCTS (rm-2D?i pall i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i. 9mo 3+u 41 SiRETT aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178 lreiw. {Aq alM,aW . FP i pna M-1W [AHMNa Ne PE lFAL/9NNRial./aATE U-0AAa71D - 1PLTD'N A .Y., PE n`M• 3 7aQ7 at M at 1 - INSTALLATION RETAILS FOR SERIES 2000 ANQ 10QQ E-Z HANG T CONCRETSDVAAMON SEE EVERY E BLOCK Soak" Cn CU PANE INTO POURED CONCRETE OR aa'rxtE.. c CANPa1A AIANtaA4 � a $ ! cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae �'---E:: r, t.. q�) NpRsaDUM 'J F,j t/sY-fyi/a• j i+Lw� � � i NOR �IBW'X ^ Mast w0 N.s. I $ \ Avm ttAP7 ' I 5 � anal i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $ f � slsxr mm j � � { �-,--•--- SEE sa€au� L aEPAWAnfIN t ak-2W3 a• FOR NOA. � 7 aY- 4" OM 9wEt 2s I ro a."m. ro � j T ew7�1 �FDR� OaxrA�lwli i r UP r`mear�r "J � m ait�. i omr�wrwsw 1 i ExF$Y OViAM I 1 OifR°tAP 1 � �' i T Mtn • � i zy r 1 � i i QmN OraW � I i r 1 ; � e7 3 ■ � i 3 �tJa !» rYs �•iis.. 1 PNxua w sp RAN¢ RIXx. -( I � tM'x-. t• Fu s r m aN r� >�iipa�` APa��w // � r Nw- • r 4w- Tad j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47 :. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl� �� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok sraE s/e.t' g ��,'� SE31LE 3/e.t' SCALE 3/Nf.i• iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL 06E K AT lOP Aa,qL A¢ NNt11HtNF 4 r w RaaL . a + + w 1aAnNs T27 pc A Tt t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A (EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone 1--v-f (� 7oP s aYrFwl swarmAas cw � I ' xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br: « DEmom Ignme TAIL Ea . mac ossVeE O �' " aq. • a4R4. ��wa��tttP"PA' AFINIWIA VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me: 4Na saP. bt at1AEEr xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78 Pa.s, a�'wf ipA-tma. Pa., x+'-rriat . _ 'prAwaia ft. P-E aF'LL/agIM1tAAC/AWE. aLV. �A nIn1A:.: P8 N N Cl)T3O� � f� O O O O W O W L OL� a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 WALL 1�101ON:���OOk N�SNiALLRTiON 4 LIFE SAFETY PANEL tN�INr'„�MA. MaV.E 3/B'.t' S#FKFFaL $iiD�:-VISL�.«E-z NAbXi_sit�d Fi�Et sYSTEY t. E-2 EASING STORY PANEL SHpNRN ON 7HL5 PRODUCT EVALUATION DOCUMENT (P:EO.) FiA1 BEEN VERIFIED FOR COMPLNNC€ IN &1) NNNMIVY EMBEDMENT OF TAPCON ANCHORS AND PANELMA7E FEMALE ID a PM1EiJAATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (?rh EDITION OF THE FLORIDA BUILDING CODE. BLOCK SHALL ■ i I/+'. DESIGN WIND WADS SHALL BE DENER1WHfD AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, a2) YMip4UY EMREDY£Nr OF if4S % 7fa" CYClN-pN ANCHOR.4 SW,LL BE q 7/B" INTO CONCRETE. FOR A WIND SPE'Ed AS REQUIRED BY THE Jk1R150GTiDN WHERE 7iRE5E SHNNTTERS BE iAOTA EO AHD N4 EMBEDMENT INJO XNT F7NLSFt MATETOAN: SHAD. BE. PERtNTTrED: FOR A OIRECTIOMAIJtt FACTOR Xd«d.BS. USRaY. ASCi ?-18 ANp SW�Lk.. NOT EXCEED THE YAYIAtUM (A.S.O.) t/+" 0-20 SS SIDEWALK EOL7S USED SFNAJ. BE LONG ENOLlGFI(SHOULd ANY FINISH NM7ERNL ExiST) TO OESMeNPRESSURE RATR%«S, INDICATED ON SHEETS 25 a 26. ENGAGE 3!4" JIUM ANCHORS, IN ORDER TO VERIFY' 7Fa AedvE COND6IIQN, UL.TaIATE DESIGN WIND LOADS OE7ERMpNED PER ASCE 7-.16 SAW. BE FIRST REOLNCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY as Ni ORDER TO Bs) pY CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND Oi'a THE E%ISTMD WALt. TQ COMPARE THESE w/ MAX, (AS.D) DESiON PRESSURE RAflN0.5 INDICATED ON SHEETS 25 k 2a ANCHORS SFW.L:.BE LONG ENOUGH, TO REA«Yt THE MAN STRUCTURE IR,ipND SUCH PANELS. ANCHORAGE SNtALI. BE AS MENTIONED IN at} AMC IN 8.2). B:�I ORDER TO VERIFY THAT COtAPDNENO$ AND AACFK)R3 ON THIS PIED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE RN ALLOWABLE STRESS FOR Wtfad LOADS WAS $IQ$ USED IN THEs7 ANALYSIS. FASTENERS SPACING TO W@06 HAS DETERMINED IN ACCORDANCE WRN N.D.S- 2015. (G) p �'BE iNSFAtd.ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPiCIFtGTgNS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT Al$3 FATIGUE RESISTANCE HAS BEEII VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER FEHESTRA'tiO{ TESTING LABORATORY. INC. REPORT { 2032, AS PROTOCOLS TAS-201, 11. rt sHAll � THE RESPONSIBILITY of THE CONTRACTOR To VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. OR WOOD ATTACHED FRASIE PROPER ANgNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CQNCt47E. BLOCK 2: THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE 0117SIDE OF THE OF'ENtlNG ACOE55BNG THE OPERIBiO FROM THE SFAIfCAULK ALL SHVT7ER COMPONENT EDGES WHICH REMAIN M INSIDE W/0 THE USE OF A (ADDER tM.LIF'T. T}� APPLICATION !S VAL.ID WHEN INSTALIATpN 5 (MENDED M !1E PERFORMED 12. THE INSTALLATION CCMW,CTOR t5 m FROM THE INSIDE OF 5IRUCRIRE. CONTACT WITH THE RURONN' TO PREtAi7NT WIND/RNN INTRUSION. GUUL AND SEAL SfNUT1Eft TRACKS ALL AROUND FULL IfNGti1. 3. SERIES 7000 INSTALLATION � APPLICABLE TO SRIdCE AND DOUBLE FRINC STYLE WU/DOWS WHEN pbTALLA1PgN 15 REOt@iFA ro BE ' PERFORMED FROM THE iNSil>E OF STRUCTURE. 13. STORM PANEL INSTALLATION SFiAEI.. COMPLY WITH SPECS MOCAtED IN THIS DRAWING PLUS ANY B71W»IG AND ZONING +. SERIES 2000 INSTALLATION 6 APPLE TO SRNBLE. AND DOUBLE HUNG AND HORTLONTAL SEDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY 7FtE JURISDICTION WHERE PEfltAR IS APPLIED 7O: RTSTALLARON 6 REWIRED TO BE PERFORMED FROM THE RNSiDE OF STIRi/Ci1ME. 14. ATRIUM WINDOWS AND LTDORS, INC. E - 2 HANG STORY PANEL SYSTEM" S PIOONT PFJN,I■i. S. AL ALtR11MUN EXDFU5Y7NB TO BE 60E3-TB N.IAY AND TOPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVAlVM1710N DOCUMENT (P.E.D.) PREPARED BY THIS EHORItiR i5 GENERIC fS� DOES ?� PROVIDE fNi0RYA7XNN FtY�T A SITE SPECIFIC PROJECT[ WHERE 7HE SITE CONDITIONS DEVIATE FROM R1E P.E.D. a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL }NVE 3105^H14 ALLOY. (b) CONTRACTOR TO i� RESPUNSFB6E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF ?: ALL STEEL SefEEf METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL, ASiM A-863 GRME 50 Min„ GALVANIZED STEEL THIS PRODUCT BASED OFT THIS P,E,D. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS (kTA18Ep• ON DESIGNATION W/Fy. 55:5 WS (AFTER ROLLED). Tt'l1S ObpIMEHT, C�NSRNUCTKNi SAFETY AT SITE PS THE CONTRACTORS RESPONSIBILITY, & ALL SCREWS TO 8E STAINLESS STEEL 304 OR 318 ALST SEiU1R OR CORROSION RESISTANT COATED. CARBON STEEL A5 PER DIN (c) THIS :PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED iFNAiiD IF SWpflED. 50018 w/ 50 kxl YIELD STRENGTH AND N#! ImE TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILdpNG CODE SECTION 24t 4.3.3.9, (d) SITE SPECIFIC PROJECTS SFNLL. � PREPARED BY A FLORIDA PffifDS7iRED ENGINEER OR ARCHITECT WINCH WALL 9. 841.T5 i0 BE A5Dd A-307 OALVAtaZED STEiL OR A51 30+ SERIES STAINLESS STEEL, WfifN 38 kd MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD E.ORJF'OR 1T4 PROJECT AND WFX7 WILL BE RESPfkVSiBIE FOR THE PROPER USE OF THE P,E.Q: ENGRNEEN � ACRNG AS A OAEGTED ENGINEER TO THE P.E.D. ENtlNEER, SHALL 10. ANCHORS TO WALL SMALL � AS FOLLOWS: SINNR TO 7taS LATTER THE 517E 9PEOFIC D9AWNC5 FOR REVIEW. (X) 7O E,i1x71NG Prx1RFn CAA1C3?�Tx• (4) THIS P.E.D. SWi11. BEAR THE DATE AND ORKRNAi SEW. AND SIGNATURE OF 7}[E PROFESSIONAL ENGINEER OF - 1/4`0 TAPCON ABHORS AS MANUFACTURED BY LT.W. BULDEX. INC. (MIN. f'e.3792 p.s.f.) RECORD iFLA7 piRETAR® R. - 7J4' P % 7/8' CMX-1N ANCHORS. AS MAtdNFACTIMED BY DETYALT ANC. (MIN. ra.3000 P.s.L) 1& STORM PANEL MANRtiAC€UF�R'S 1J8EL SMALL ■ LOCATED ONA READILY YL�O.E LOCATION AT SroFar PANEL - /14-10 PAFffLMATE FEMALE W a PANE7S1AtE PLUS ANICFIOR3. AS WWUFACNRED BY lELCO GDN.StRitCTK7N PROQUCIS, ACCORDANCE NTH{ SECTION f70B.a3 OF FLORIDA BUILDING CODE. Otff LABEL SHALL BE PLACED MR EVERY OPENING. (rA:.33S0 D.a:t) LABEIJtai TO COMPLY: WITH SEC7Y)tl 1709A.2 OF THE FLORIDA BUILDING CODE. A1) INNNIUY EMBEDMENT # TAPdON ANCHORS INTO POURED CONCRETE SFNALL K 1 3j4' AND 2' FOR PANFIYATE FEMALE W a PANELMATE PLUS: A2) MINIMUM RIBFDMENT OF 1/4"0 X ?fa' CAltt-OE ANCHORS Sfl41.L BE IS 7/8" pN1'0 CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL S'NALL. ■ PERMtTTi4. 1I4' 0-20 55 Sa3EYAUK B{iLTS UBED SHMd. � LONG ENWGH(5l'CUID ANY FINISH I,NTElpK EIOSTj 7D ENGAGE 3f4' INTO ANCHORS. ��� � :� A3) IN CASC THAT P'REDAST STONE, PRECAST CONCRETE PANELS, OR .PAVERS BE FOUND ON THE EXISTING WALL tXt FLOOR. ANCHORS SNAL#. � LiR� ENOUMi T4f REAL H THE MAIN STRUCTURE BEHIND SVtWi PANELS. MNCHORADE SHAtt. ` •�GEM,,�" BE AS MENRNED lii A7) AND W A.2). 'S (B) TO EX NO E,(IN(°RA�_MANUFACTURED =K a�a�• � N0.44fC)T r t FL:OIiiOA DUtLOiNO GOOF !0 h VsltiaH Hutriaons Zone - t/+" a TAPCON ANCHORS AS BY LT.W. Bun.DE%. INC. - - - 1/4" p X 7/8' CAtx-W AtdCt10R5, AS YahUFAC4UR£A BY DEWALT INC. (r,n.15Da P•s.L) �'•, F «:' - ram' n.TBAo. ANc. 20 (:SAGE GALYAMTIED STEEL STORM PANEL F.A. - /1 4-10 PAfNELMATE FEMALE ID AMC PAHEL:NT£ PUS AFNCHORS, AS MANUFACTURED 9Y ELCO CONSTRUCTION ANwAt Br, PRODUCTS (rm-2D?i pall i� LTC C INC. ci.(isu. PR>aTEcrlo�: PRQDucT3a ii(i. 9mo 3+u 41 SiRETT aa. ata a. xls. ,a°Rr troy iT,axc t� 3aa n=ue4 NaNJNaa'+n 20-178 lreiw. {Aq alM,aW . FP i pna M-1W [AHMNa Ne PE lFAL/9NNRial./aATE U-0AAa71D - 1PLTD'N A .Y., PE n`M• 3 7aQ7 at M at 1 - INSTALLATION RETAILS FOR SERIES 2000 ANQ 10QQ E-Z HANG T CONCRETSDVAAMON SEE EVERY E BLOCK Soak" Cn CU PANE INTO POURED CONCRETE OR aa'rxtE.. c CANPa1A AIANtaA4 � a $ ! cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae �'---E:: r, t.. q�) NpRsaDUM 'J F,j t/sY-fyi/a• j i+Lw� � � i NOR �IBW'X ^ Mast w0 N.s. I $ \ Avm ttAP7 ' I 5 � anal i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $ f � slsxr mm j � � { �-,--•--- SEE sa€au� L aEPAWAnfIN t ak-2W3 a• FOR NOA. � 7 aY- 4" OM 9wEt 2s I ro a."m. ro � j T ew7�1 �FDR� OaxrA�lwli i r UP r`mear�r "J � m ait�. i omr�wrwsw 1 i ExF$Y OViAM I 1 OifR°tAP 1 � �' i T Mtn • � i zy r 1 � i i QmN OraW � I i r 1 ; � e7 3 ■ � i 3 �tJa !» rYs �•iis.. 1 PNxua w sp RAN¢ RIXx. -( I � tM'x-. t• Fu s r m aN r� >�iipa�` APa��w // � r Nw- • r 4w- Tad j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47 :. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl� �� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok sraE s/e.t' g ��,'� SE31LE 3/e.t' SCALE 3/Nf.i• iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL 06E K AT lOP Aa,qL A¢ NNt11HtNF 4 r w RaaL . a + + w 1aAnNs T27 pc A Tt t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A (EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone 1--v-f (� 7oP s aYrFwl swarmAas cw � I ' xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br: « DEmom Ignme TAIL Ea . mac ossVeE O �' " aq. • a4R4. ��wa��tttP"PA' AFINIWIA VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me: 4Na saP. bt at1AEEr xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78 Pa.s, a�'wf ipA-tma. Pa., x+'-rriat . _ 'prAwaia ft. P-E aF'LL/agIM1tAAC/AWE. aLV. �A nIn1A:.: P8 N N Cl)T3O� � f� O O O O W O W L OL� a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 Cn CU PANE INTO POURED CONCRETE OR aa'rxtE.. c CANPa1A AIANtaA4 � a $ ! cea sm m �. px4 �ti °scractA �: � � ,ar sy.s ''� 4 � xYwa3iur`iir ae �'---E:: r, t.. q�) NpRsaDUM 'J F,j t/sY-fyi/a• j i+Lw� � � i NOR �IBW'X ^ Mast w0 N.s. I $ \ Avm ttAP7 ' I 5 � anal i y 7 � i � 1 RmnT�` _ 'usRto T7rpc � $ f � slsxr mm j � � { �-,--•--- SEE sa€au� L aEPAWAnfIN t ak-2W3 a• FOR NOA. � 7 aY- 4" OM 9wEt 2s I ro a."m. ro � j T ew7�1 �FDR� OaxrA�lwli i r UP r`mear�r "J � m ait�. i omr�wrwsw 1 i ExF$Y OViAM I 1 OifR°tAP 1 � �' i T Mtn • � i zy r 1 � i i QmN OraW � I i r 1 ; � e7 3 ■ � i 3 �tJa !» rYs �•iis.. 1 PNxua w sp RAN¢ RIXx. -( I � tM'x-. t• Fu s r m aN r� >�iipa�` APa��w // � r Nw- • r 4w- Tad j Q : ,x ✓ y Lis.1+Av ]a' Npw , mo47 :. 4MNIIIwI� I tlK�'4A=>O� ��. pPgl� �� WALL AND 9IeWALL MN COMM =laQ�G tN1'T. atr�� � $ ° tx' ok sraE s/e.t' g ��,'� SE31LE 3/e.t' SCALE 3/Nf.i• iYt M $? >aQ 900FIg77pN8 16Altl�fla PAIL 06E K AT lOP Aa,qL A¢ NNt11HtNF 4 r w RaaL . a + + w 1aAnNs T27 pc A Tt t f � AT a TtP�f �L6�T L�S.o ? ,�i��•' `f« [at �✓A (EtitA/1S Ido. 441i$,7 z FLORIDA BUILDING GOTfi (Nt Velocity Hu one Zone 1--v-f (� 7oP s aYrFwl swarmAas cw � I ' xswiAnaINi. ANY raY m sun ANY STATE Of �� s02010 ta78ala we ZO GAGE WM.YANTIED STEEL STDNi! PANEL pal Br: « DEmom Ignme TAIL Ea . mac ossVeE O �' " aq. • a4R4. ��wa��tttP"PA' AFINIWIA VIEW `;-._ •.•••«•• �� GAP Q INC- pRDT>rriTiDN UCTSA :�: me: 4Na saP. bt at1AEEr xn ar, x: Aw snw PHPAfG (aaAX�3s�: Fue "tax+7ma-araT 20- T 78 Pa.s, a�'wf ipA-tma. Pa., x+'-rriat . _ 'prAwaia ft. P-E aF'LL/agIM1tAAC/AWE. aLV. �A nIn1A:.: P8 N N Cl)T3O� � f� O O O O W O W L OL� a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 N N Cl)T3O� � f� O O O O W O W L OL� a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 a z w J _� 22 O U Q L11 'Q Z z Q .ry LLSHEET SH 1.2 SH 1.2 MW®WM ALSO. 1Aan MMINTp �N APPLICABLE 10 7vaRW=(p.a.L) (sEEGLASS .69.0, -7a3 7Ii OR LASS 2 9/16' NOL7F3) • 1, 2. X. I'W. 2'W&3'W +66.0. -7&3 70' OR LESS 2 7/8- BOLTED • I & 4`W WIN nA 4 _-4,n,i s a,b, V a wmR+v, R1 RYEfaAP a 4W. W PAIL U"c'" HNFesuRED a PAINT. .,Y ,.iXl. 1 •;: V.bY . _ (.+:.t' <,lh .:A) h4., .:311 � t,a, YI:L tll LI?- A AN IDWIl.71 OESI UM" MOMRB SPACING FOR L D. _ 3 1/r w APPLICABLE TO ANY COMMMO" - - LO4Tw PANEL 177MiN 1` (aL) 01 PITE PRESSURE RATING(PAT) TAFDCIaS rxN-M PANelAMT[ HT]WE O PAISIf4ttE t§iiS To CONCRETE TO D9NCREiE To CONCRETE10 CONCRETE TO C OKCN HE aim 12' N/A 12- N/A 12" N/A 12" N/A V & 2 (TOP) T1" 3-* id' 3` 5" 4- a 4- V (BOTTOM) 56.0, -75:3 12' 3" 12" 5• B` r 8" 8' 1" BOTTOM) t ++ 74' OR LESS. NA / N / A NA / NA I '.. N A J N A / , f " 2 2 I 11` r 801'TOM. (Bar") 7' N/A 8 1/2- N/A 4 1/2" N/A 4 11r N/A 3' MP) 12' N/A tr N/A 9 1/2- N/A 9 1/2` NIA T (BOTTOM) 12' N/A 12- N/A 12' N/A 12" NIA 4' (TOP) 12• B" t2` 9 1/2' tY 11' it It:- 4' (BOTTOM) * UNITED 70 61Io W. ASND, DESIGN PFEESSURIL: RAIIO. A SEE MEET 28 FOR ANCHORS TYPE & SPACING MR OW LLA106 Pao WOOD Flow DLIDM WOtUM ANCHOR SPAM= AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS SHIONAL FOR F.A. LESS THAN INDICATED ON Sdt€DtE FOLLOWING DANCHOR SPMRq BY MULRPLYRO SPACED SHOWN ON 9CX�faE @t 7HIE TAIFAL'WTO FWt THIS OPCP7TIOM 10 NE i _ _ PO4SSE, REDUCED SMONO OBTAINED USING FACTOR swu .V/GORS LE9Efla MOMNA SPACING H811CATBM FOR EACH ANCHOR TYPE AT AWCHOR 711E 1/Cr 1/49, 1 Ile. 1/4'. 1HMCpV tWU-WI Mn, A CHOR 7P/NMG ) '� 3 J 2.1/2' 'no.s ANW Comm (In.) "IAl a..,r, Ter at) 3 3 J 3 3 3 IJI 3: 1/2 4 WA IA 000 IN" r !AO - IAO .53 3 T 140 IA7R 1 I I + NEOIXRES Man DISTANCE BETWEEN BOTTOM OF PAEL I ANSI ® TO BE 1/2" ; 9.1ar •(-•I- REOUTRiS M., DISTANCE BETWEEN BOTTOM OFPANEL AND0 TO M: 2vir COMPONENTS FOR REGULAR, Ll SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 ) -.._ 15.125• (TOTAL WM7YD `----•T _E1al 12,500• (EFFECTIVE WIORFI)--------.-....---.,._..,,._....._N.-.:_ f .t93` 1/#•R-20+a+'�: C*L-----6 1/A' (GYP.)`...-..__... � I,25a .37 " ,425' °.750" �,...,5Nol * e 1/4' 1 i1.,WO• i t,21SO• owLINT• ta• (MIST BE IRE REED) ,250 GL a.a78" :089• .868 /) T 0.024' MN. 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R -m•- ; N375• , MAX, LENGTH 2.000•_---` 2.000' I j I 3.750 2,548' 123• 2.000 R RAW T� Rom. 'N' HEADER l�$ rU" HEADER I } STEP) 1" MIN, TO 51 ul ma 1M 11 ` @ HANGER 4F , O ANAL4' aL.�iau \:.� 3.SP0O'----y BOSH-7T XtoY Vap1 �` �EMIAfrry�A,A/r.�181F�/H r WiDE� 3B4 E'aR E-Z H4No STORM PANEL ....'_„1 Ai4 �' "S� '`• i,EM ^• 4/p� (USE SYSTEM) I D' .470' 275' ',OUR 2• S NI`LL' `':;S 5YSTEME) So83-TS A.tMM. ALLY f.Ell i .(- 4 t.t No.44167 "; t'LORIDA BUiLDING CODE Non HI h Veloc) Hurcicam zoos 2DO0 I. t. " + f O a TE m PIC, r.P..... 123 $ 160 � 1. 1. s 24 G GALVAN)ZED STEEL STORM PANEL � " STATE,DF � tTYP.7 s L �:• ,.__ mow SEE �- ERN. a ' � • 11 L 1 E C 0 111e. GLOBAL PROTECTION PROWM. LLC. ,M 2 4m I'M 51 51-1 • Aj kLVt TMa tw w aN, RAWr Caws M1 asNs WR>AE, M 33314 20-175 h 3 BUILD -OUT "r �i BLALb-OUT OF" TRACK 15 dC � WWQGINIERED MRNGNUi aA-ma. (ss.ka-7 Ho- r,v taRRkea 67R7 «...N..awI4.. ,",,w .," 12AOaG Lac TRACK AM= (ZAA AC 3 ALL" PEw4mismoumEntor HRY1ETe A A1aT m. P.E. 44167 aNFIF 2 OF is INSTA,Wel DETAILS FOR RES,ULAR PANEL INTO POURED CONCRETE OR CONCRETE R=K^STRUCTURES ALTERNATE CONCRETE L �AN"" LOCATION CONCtBTE ANCHORS !TSEE SCHEDULE ON EXISTING POURED (X7F7CTETYf,_-.__, (SEE SCIEpAE oN�;}} DOSING POURED SHEETS 9 THROUGH 10) OR CONC2ETF. BLOC( SHEETS 9 TH87G1GN 107.� REDUIRECONCRETE BLOCK / TERWITE LEG CONCRETE 1WGWR3 �_-ED EXISTINIC POURED CONCRETE (SM SCHEDULE ON f SNEERS 9 THROUGH 1 '-'"� fa70 tom• tMAY- • 11JM%. COCNCRETE ANCHORS Iw - tA' (SEE SCHEDULE ON I t SHEETS: 9 THROUGH 10) I Ra/,6ND,'V-mac 1' I p M j .I 1P ; PANEL. LENGTH CU55- b l/ 'E. f 1 p y�/� Mh N LSO" M TON. - j .. B 1 ._1t4'ti-7L+M^ 'd,j_ 1 .: OR & E TO CLASS. .. 1 'O''Y O N SHM 7t Am i SCHIET±1%LE t ,/4w2mt• W �R n. ON TO 'GLASS. f t 4NW-t•�,.� La anN aER 7 aT 3) I .. .- aXs! W SPA gTp t (SEE SCHEDULE ON 1 tlr&MeAI" j a I sa _ { - 1 `� L L04TH _. SHEET 3V ..__.. _. . F .._ Max. - J Y i. el PANEL _.._ ON SHEET 3) i I ESTMG+} I (OM SHEET 3) } i -•�� Gli4AS. GLASS 1 P-- I SCHEDULE SEE It ON SHILET 3) 59 l OF "L' MAX. VAXSPAOM . 4 D ; �+ SDL 1 OF v LENGTH Ir O-C, MAX. i I SKU CONCRETE ANCHORS a e I 1/a" oa CONCRETE ANCHORS 1y�1^y� Dal 1 EG (SEE 5CHIEDLTi aN (SET SCHEDULE ON CONIC;\ OF WALL OR SUB SHEETS 9 THROURH 10 - y SHEETS 9 THROUGH !o R 2 t/a- LONG Mo. ALUMINUM REatfflw T CONDITION)SPACERS' 6 1/4- Ol VALID FOR PERMIT, 1 A/4PANEL CONCRETE IT CONCIll oMf--' ; �\ R CONCRETE i[E HLOCK OC HL01MRET__,' g QUIRED, _IiRt nAX. LOW sPAxRs.! L`E`D" 12 t/2. O.C. (SEE TABLE /1 ON SNii14 9 THROUGH To) SHEEtB 9 & 1%) SOLLE 3/8_1' SCALE 3/Bot• WWI, 4A�tiQHI►. TT'4✓j FLORIDA BUILDING CODE Non With Volocifty Hu no Zane r o. 44167 mTLGEM, DING 24 F.P. 24 GAO£ GALVANISED STEEL STORM PANEL. NOTE, FOR COMBINATION OF aE DNS; '*' • * «* a ED. - EDGE DISTANCE - s b i STATE D r GLOBAL PROTECTION PRODUCTS, TLC. aA,e (SEE SCHEDULE ON TOP & BOTTOM MOUNiTNO5 CAN B£. 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P HDTE IA "�1n+n 1 I EVERY (rn) tSLE CET t/24 6: 5 3/16- Nam. PPP All 4 C-xt �Hxt• SAIL -1 OYo� EVERY W MOO OF ID t WOOD. 7 C" 1 {SEE oi7M t,r^14 @ T NOTE to LDAW} } - 1 wOW IaA9ER REOGIN® 2 o/TRH^ W. ,: 1 a-2A3r#' ". i14'A-20+t3 4• RI 2 9 1I'' Mtn ; SFSiMI6TWH M;S,: WI/ 94 7 ' / 3 i 6eF3 / TO 7 aOJ3r TO MASS, tAS, W/T 4x3J32 ? EEG. HOVER a EVERY aRLAP 9 EVERY OVERLAP � M1r'O:C 1 &EP�TIW T TO GLAS4 tt4'i-2Gx3{% jj Min. Y7 / EV ekD 0 GSASs i EVERY oCNP#.w EVERY To G #: i.. I _ -t •1,�,,5�s +� Fh/-2N3^u.S ,g M 3 ta,t +R # t I A 4 12- G.C. Q 4?ro , 4'4- r B C W 1... i 4Y PAXELWAE FFLL4E M 8 P TE AN MUS W DAM a t'SotA. 1 +NOTE 1A w1cm) PENEGRATTIOkO / %Y O,C. ff 114'7A 4".M$. 14.. F _{ $ H• L �f 'a^21k,34' ! s uG SR81E1R6 O 4' o.E. tll'J (. rx4'4` S, 1230 MM. MIS: 41 FEMEn4am:O 2� w� a U A2 OR ,MATE „NtJT' NOTE 4A Iml TE.. SBadE$. 201Io -... T 1 A NOR RA CPt E , (Mp I4 7T PAMELM1E PL(14 W - 9Fs }. B R..�¢/ MS, W! 71b�'H+S/22 1.. 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GEE Al REtXmaElEtO6 FOR 1k$ OF $OP BAR (di AT TOP * • «* OR+NItG 6V: STOLE AL PAta1 CA4MCI,ON to iRAOXS CSAf W2TS3) AT BORON ,OtM DR 20E45 I4TALU110N TYPE oN FET STA NSF 4 `■ �a y pGLOBAL PROTECTION PRODUCTS, LLC.DIM I7 1 A A-•D�J,O..,•x,( {)P ,• i Lr E C 0 EMC. !lQLP EQR GMT6FRd a �•O•'=. �ITRLy NTS, F��,��FFI�APHFpp�JP�E/R�LWT�` 1L +qoo A'k. St a1RNEG 7W & oOTTtOM M$41NGWC&c 4`/W BE LulRetHE11 N AM A. N �.YiIiT ''•A�y,�a7014 i Cl `. ,k ` Rw".`. EeMi:t� r.-, ,• Fraru: nA4x ,s a Fm.'Caa4i08a-IJaP. 20-176 WAY tO aPIT ANY RiBTAUfTR7N. 1/4` . 1" A`rTHIN CA *. A.: •. �m Ma w eR DRA B rk N'OCE : Sbi1aTOR 7RACI9 NGT SFITA4N NOR CWP1T PE. RAt7IA A k :P.E n ex a . MMC'e. pF, O 26 # MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) a MA%WWAt - OEM PRESSURE URE RATORG (P.MI) (+° HIf "). Cowl A WOOD NSGUATONS f Lt L_ 24L0 12*-0' rr-0' 2S,G fr-w r I •-!' 504 tt-8• to'-9` _ 35.8 t0'-10• ftl 4a0 to'-t' 91-4` LSO 9'-8' a.-9' Sao _ 9=r 8'-4• fto 8-r ate• Sao Ill r-71 no 8'-o' 11-4• 10,0 71-41 r--o- no r-3' 6"-IO' AGO 7-2' 8'-r 46.0 7Z2 B'-6' .RDA 81-8' 8'-2" Al i0S,0 B•-3• 8`-9• flan 1i5:o - ,-a• It9.a 3=3' DiffM MOUNTED AT EACH MAXIMUM PANEL LENGTH 'L+' OR "L-" (It.) 0 MA:N OM fix:oN POUR RATING WIND CONCRETE &OEM STWALUaIGHS t 20.0 - 14-4' IX-O' 2" r2=fo• Ir-r JCtO - I.i-r 101-71 3:10 to' -to' Ill IaG 91-6' 91-21 411 sl 8'-r Sao Ell 8'-2' S&O r-J" 71-9• ago B o' r-5- 6" 7•-I• r-2` Mo- r-5• 0=11, 7SO.. r..e 1114* BOA no a7No 6-a" Sl 93.0 9--7, IatrF..._ r-3" 81-r $Ol 8,-b, 8•-4- ?IGO 8-r' rtS.d I t9.8 M99R1M SEPARATON TO GLASS SCHEDULE MAXIMUM PANEL LENGT" WRIT SPEED G 170 mP.h WIND SPEED > 170 ftpA (MT UNRESIRARNED Rt51WJtED UNPESIRFTIED RESTRAINED 30 OR LESS I. 1. 8`1 B 1/4• >33 TO 90 1. 1" 7 1/2" 7 1/r >90 TO 145 1. 1" 7 1/r 7 1/2- >14510 Ii4 1• I - 7 1f2• 1,911INUIRA AAA{F'1 ICAIFSTI4 Ill CiBR A 11dVPN HnUNTING E_nWnfri3N 2/4 ) /4. 3/4. 4/5, 5/5 & 6/5 1 W/6, 211l 3W/7 A 4W/7 ANCHORS (SEE SCHEDULE ON 3' MAX .-- SHEETS 9, to &11) -�- -- 1. lal., L[JL _ 1S BOL7ED PANELS w/44-RAID• IS / S. M.S. BOLT W 4 FA ZYVEA11AP(SEE SECTIONS AS APPLICAll G! 4 5 5 5& 6 5 2/4 "R i/4, 3/4 / . / / TW/6, 2W/6. 3W/7 & 4W/7 -------ANCHORS (SEE SR.MIEDUM ON 1116M 0, 10 &,P)----- -�• --.= REGULAR SIM PANEL�_ELE'VATIQN 1/4• ,, GAP 2:oer -I` (OK Owlaw _t WNgE will �J PANEL FOR A GR4:TN LOW. (1) L+: M ALLOWABLE PA ALL WABLE PE GIVE AE O BE M LOAD IFNDIN FOR A GIVEN NEGATIVE ASD. OESGi tae0. L : NAIL ALLOWABLE LENGTH FOR RE MW (2) PRilO'OURE TO O3ERAIRIE YAOMOA PANEL E MINEU)OftM {INFSi A PgSnRE NSA. IOL518N LOAD, OET1]tWtffi MARwaA H+ItEl 3Di81H1 1+` FROM Stl#D18E. COVEN A NEGATIVE ASD. DE MN LOAD, OE1ER1@IE MATMSIt PANEL IDIOM 'L • FROM SCHEDUL IINAL MAGNUM AILORFABLE PAl1D. LOROTH tg EaLWI TQ THESERMEMN QETOiI M PANEL LENGTH Well 1+" AND 1= . (3) SEE SC EDIAE BELOW FOR ON, PANEL LENGTH FOR POROSITY 0UA9'Ok1OlL i` VWALLAYO M INTO WOOD ARE LAM 70 H: 95 P.I 1. MAIL "D. DESM PRESSURE RATING I 9, 10 & 11 FOR MAX, AS.D. OEM LORDS to MAX. PANEL MOM FOR • .. SPAOSol E USED, FLORIDA BUILDING CODE Non High volooft ON cone Zone . 4�4167 gizmo n11La NS, 24 GAGE GALVANIZED STEEL STORM PANEL * I* Tr TiL ELIDING. BAIL PROTECTION PROD4ICTS TLC. . 0 1 I •"�` ! "2e> NeOO SW. al grAm _ HOME. VA 3 - M1 IrL 41s R.L+aoae, 20-175 �' R +:0.4 r:-,1w- PI�GR.i MP6M1)Ia9-78N6. rA! (o6La-6J27 INTO MOO MUCTURES WOOD ANCHORS �---(SEE SCEDULE- 1 .�` SEE SCHEDULE ON t � R/4Y-2On• 1t s HEET •... S,1 .� ast{an T ON SHEET 3) a!W l i fi 5 j1 E 1'MO.. 1 Exgi1 `�'j s_ 2 WOOD ANCHORS A 41 r 1 ; I SEE SIEE ON �1Lfr 1> WEEET 11SCN)DULE 1� SINKER 1/2• Cr •L I fill iSPACER, 1 NGRH _ 1 (---tEAIAX t /Z. 1 .�iDYREb vL 2 1 Ea c Ry AIrI i I ->< 1 1Mirr L.. D El r " 1 N �--�---7 1 MAX. LONG ALUMINUM SPACERS 0 12 1/2- A o-C, (SEE TABLE ft ON 5WT ,1.) I ) SEE NOTE +"' BELOW FOR UMaATWMS PON 1 !! el" 1AA7L ► 1' PANEL LEMGT4i j jj 1 1/2• LONG SLEEVES.. E}..- TO oIASBN T f SAWS' M is I (SEE SCHEDULE mmLEN (SEE ESC UlE �_) S I.. 1--RAll WE FINALE O OR PANEL MATE ON SHEET 3) (ON lea _ SHEET 3) >. � s if PLUS (SEE SCHEDULE ON STREET It) IT-. 1 11310 MIn. I fJi L. l,_ 1 qt/t MAaH a6R't-ay 5 2x4" GLASS''�`'GLASS, �EE SCHEDULE T PL It REQUIRED 1 aI SET 3)10 F DTREG7 IAOUNi WZ SPACER EM ALURU E 2W SCALE 3/8_1• i f 1 _ =- SEE TABLE %1 ON SHEET 11 FOR MAX. PANEL LENGTHS & i ! L t 0 12 1/2 a6 1 D ' MAX. ASD DESIGN LOADS FOR THIS INSTALLATION: Off` ; ; !!I EO I 1 WOOD ,FRS * T STAGGERED W/ STUO I igg t II (SEE SCHEEDULE ON 1r MLA %In BE I Ilr I= T; /�^I T,_(I.t * _ `+. 1.,t E' SEIEEI t1) (1)TO AONE SMW WJUXM OM ...RHCAIEOFE AWs-O- 2"x4' WOOD ; _ i I Tf • pp H PUTT BEOUN WSMOD ANCHORS I• ICON. DRAW" to wat IIMICA I 1 1 .'• .. wow IL I �AGOEREO W/ SPUD ON aFECt 3 MRY 6E:40oll 1 Yr A9 .. �. _ REQUIRED � GOING rAW N COWWAM0 W i, tp �ON � LORE AS TIN.' DUAMem AREY Sh (TW6AR1�6 POKE £ { SHEET tHEDULE I iOOMRe'9 TRTIb & T FDA nOM t2' I/r 04 SPACING AuaWEO ON (1) RV EaASO OW" + -!a P.J. PM M WX 24 0" PMIL UNORH of LIMITED 10 Or AT AW OPO M ,F�� ���y� ,H ,H� p�+ MO 16 A R 7HaN FROM LAWN PANEL LDW M ALLOWED OR °y w w�V,MAM STORM PIM LENGTH M WALL IS111,11 Ii1,ii, S%T MOUNT 9d�tAE. sourer 11). .DULL ON Y WA"�jQUNTING (3) 9ToRA, PANEL IaSHiN U GD S O14Y (4) 1 1/V L MWAM OF e S SAM C`Ma r }LpdAqul9L ec AS ITS ONLY SCA E 3JB-1 MR a we ALTERNAl , W w o AH EXmTW9 WOW F1VAK 1 WLL W AT W e I' 3 N LEGIT SCALE 3/8_1- (4) M$ML MNVA D ONLY FOR WIND E OULOW O� _ AMC 7NE Q,A mtOIXQ OF THE FLOItlW ZW88 /, 2 e 3PER AWME t1196-aL `S,L4 A: T!(LT l> vCENSF °�� FLORIDA BUILDING CODE Non Ifill Yelocliy HIM no Zone r I T10I+7 - Y VALID FOR A.S.O. 11b. 1. INSIGNIA ARE ONLY MAX. oio201N31io. Ft. P NOTE LNATr(}N of sEcnoNs:' - N D. as t6 �Qti �rD�T 24 GAGE GALVANEZED STEEL STORM PANEL - _ DESIGN PRESSURE RATING (p.bt) AND PANEL LENGTHS *- - DALRD W. TOP & BOTTOM MOUNTINGS CAN NE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR $GATE. •*� .Ra GLORAIL PROTECTION PRODUCTS, LLC. � Tom - (RISTCOMBALSIITON., INED IN ANY WAY TO SUIT ANY ALTERNATE 2W') '• I L E C ©. "C. 411Oa S.W. SM STREET i3RID 2. FOR NEW WOOD FRAME. CONSTRUCTION: WOOD '' .'`Wa. aX wr2r WA4bM R SNe wwC n. SUM MEMBERS Ttt BE S17UTF1£T(N PINE No 2, VS/ SPECIFIC Hi • `•'"•• "*` N oN4 m +AM Arc an"°" _ pa4OWeI-�4M, VA* (W4)U#-S 7 20-175 DENSITY OF 01 OR EGUA(•• AN wuxcR A um1.f.. P.cRat i + MtRi W: or Is N Q) Cn -Cu N O C Q 0 O Nams ��+� maxm IST sal DG-w �> w.m slrw_oa-n (c) NG wggp ruw SPEC ac oaAwrr. C pss L 1; • Q� 1. STORM PANEL SHOWN ON THIS I"RODUCT EVAdJATNTFI DOfAlNEN7 (PLED.) HAS BEEN VEPoF7E6 ti>R COMPWNCE IN ACCORDANCE - f/4`e TAPCON ANCHORS, AS MANUFACTURED BY 1.T.W, BMILIEX, INC. V/ U +-•+ 1� ••1•.-0 WON THE 2020 (7th EDITIMQ OF THE FUDISDA all W CODE• THIS STORM PANEL WALL NOT BE INSTALLED At HIGH - #14-10 PANEUTATE FEMME i0 AND PANEUAl PLUS ANCHORS, AS MANUFACTURED BY a= CONSTRUCTION PRODUCTS. � '^ VELOCITY HURRCANE ZONES (MMAN-DAM 1 BROONAD COUN!'I - 1/4"9 LAG SCREWS PER N,t).& DESIGN WIND LOA05 SHAH. BE OEfERMNED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WAR) - 7fiefs x 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. ^, vJ � U SPEED AS REWIRED BY THE JURISDICTION WHil STOSA PANEL WILL BE INSTALLED. AND FOR A t>NE£CTIONAUTY FACTOR W � KO-0.55, USING ASCE 7-16 AND SHALL NO EXCEED THE MAMVM (AS.D.) DESIGN PRESSURE RATINGS INDICATEMINIMUM D ON SHEETS CA) THREADED PENETRATION RITO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• FOR ELCO PMIELMATE PLUS 3, 9 THRU 12 h 17. 18. AND PANELMALE FEMALE O. O IN ORDER TO VESTRY THE ABOVE DONi2 ". UT_TIAAATE DESIGN *No LOAD" DETERMINED PER ASCE 7-16 SHAD. BE FIRST REDUCED TO PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. C.2) MINIMUM THREAM PENETRATION Of LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE I tJ2-, NO THfffADED L O A.S.O. .DESIGN (ASOJ OESON PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SNAIL BE CONSIDERED AS PART OF THE REQUIRED TNREAOED PENIEfRATSW IN P.E FY AS NOT INCREASE IN O LL ORDER TO VEWTHAT ANCHORS O" THIS-.D. TESTED WERE OVER STRESSED, A 33X ALLC'AIABIX STRESS FOR WHO LOADS WAS USED IN THEM ANALYSM FASTENERS SPACING TO WOOD RAS BEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE CN TAD SCREWS. INTO WOO SHALL BE AS INDICATED IN THIS MWB;r, - = ACCARDAkGE WIDI N.O.a 2018 Il STORM PANEL'S ADEQUACY FOR IMPACT AND WMAO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTN SECT" 1608,12 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 3/11". 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM O A•e`� 4V > THE ABOUT MENTIONED CODE AS PER AMEPoCAM TEST LAB M SOUTH FLORIDA REPORTS M441-01 AND /0219.02-09, AS SHOULD STUCCO EXIST, AND I- MNIMW FOR WALLS WITH N0 STUCCO. 0 U) PER SSTD 12-99 & ASTM E 330-02 STANDARo3. MO AMfRICAN TESTING LAB SOUTH FLORIDA REPORT j`1t25,07-%0 AS PER "- -0 E O 1AND TAS-203 PROTOCOLS, ! AS PER CALCULATIONS PERFORMED IN ACCORDANCE WJ SECTION i$O4 0F' THE C.5) IN CASE THAT PRECAST STONE, OR PRECUT CONCRETE PANELS, SnUCCO 4R WOAD BOARDS FOUND ON THE EXISTING ^, � L FLORIDA WALL, AtNCLHORS SEAL BE LONG ENOUGH TO KA M THE MAN STRUCTURE BMWD. SUCH PANELS. �ItCDING Cl'OE. � W - �.•• ANCHORAGE SHALL BE AS MENTIONED IN CA). C,2) & CA) � 0 2. ALL ALUMINUM EXTRUSIONS.. TO BE 60E3•-T6 ALLOY AND TEENIER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL HE INSTALLED FOLLOWING ALL OF THE ft=11 MEMDATTONS MO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. A_ i �A CL 3. ALL ALUMINUM SHEET METAL, USED AT CLOSURES S,HA.L }NAVE 310tl ALLOY, 8. PANELS MAY AHSSI BE. INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHaWN. ON SECTION THROUGH a (SHEETS A �..� W Q 4. ALL STEEL SHEET META. PANELS SHAU. HAVE STRUCTURAL OUAL(TN STEEL. AWN A-553 GRACE 80 MOMWM C-60 GALVANIZED THROUGH -6) EXCEPT THAT W-40CAS13 &% SEAL. NOT BE USED: STEEL DESIGNATION W/FYw 92,2 Nat (AFTER ROLLED). 9. R SHALL BE T'HE'. RESPONSIBILITY OF THE CONTRACTORTO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 Art SERIES OR CORROSION RESISTANT CITED CARBON STEFI.: AS.. PER DN ATTACHED TO INSURE:. PROPER ANCHORAGE. THIS SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 50018 W/ 60 W' YIELD STRENGTH AND So l TENSILE STRENGTH AND $HWI COMPLY W/ FLORIDA SUiLOING :`WOE. SECTION 2411.3.3A 10. E44M REGULAR STORM PANEL WITH LENGTHS OVER W". AS PER SECTIONS 1. 2. 4. 5, I MO ALTERNATIVES IVY 3W & 4W ON SHEETS 4, S. 6 & 7: RESPECFMl SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR nmw TO 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIR 304 SERIES STAINLESS STEED. WITH 36 ks MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOW!, It. THE INSTAU.ATXXN CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REAM IN CONTINUOUS CONTACT WITH THE BULDING TO PREVENT WIND/RANI WOUSON. TPOURFn cavcRETE• n (A) - 1 f4•0t7(KT7NG TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (M.. rc_3192 P.L:) 12. STOW PANEL I ETA ATON SHALL COMPLY WITH SPECS INDICATED IN THIS MINING PLUS ANY LNG AND ZONING REGULATIONS - 1/4- a x 7/8' CALK-H ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY ME 1URISOOTON WHERE PERMIT IS APPLIED TO. - 1M4le It 3/4' SOLO -SET ANCHORS, AS bH57i6BlDED 9Y ALL THING SC32ETF, BOLT tc SPECIALTY CO. 13, (4) THIS PRODUCT EVALUATION DOCUMENT (P,ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION Alin. r :aL ( P ) - th1 P T MAN ELCO CONSTRUCTION PRODUCTS. D ANFLAA E :ENO£ O & PAN#1LAATE PLUS ANCHORS. AS MANUFACTURED BY FOR A SITE SPECIFIC PRWECT: IR WHERE THE SITE CONMiONS DEVIATE FROM THE P.ED. PMEL - 1 4"a 7ALAC NAYN AMCH0R5 AS MAN WACNREO BY DEWALT. INC / (b) CONTRACTOR TORE RESPONSIBLE FOR THE SELECTION. . PURCHASE AND INSTALLATION 07p.UDINDLIFE SAFETYOF THIS PRODUCT AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4,: 2• FOR ELCO PANEUATE AND BASED ON THIS FIX . PROVIDED HE/SHE DOES NOT W41AX FROM THE CONDITIONS OETACED ON THIS DOCUMENT, CONSTRUCTION SALTY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1. 3/4' FOR ZAMAC MILK ANCHORS. A c) CALK-N & SOUR -SET ANCHORS $HALL BE EMBEDDED 7/8' INTO THE POURED CONCRIM NO EMIEOAENT INTO (c) 14S PRODUCT EVAUXTION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. STUCCO , 1 4" 0-20 SCREWS S BE 1 t ' L MINIMUM SHOULD STUCCO EXISL SHALL BE PERMITTED, / tfSEtT FLALI. I2 LONG (0) SITE SNECRC PROAIEC'TS S14iCL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1' MINIMUM FOR WALES WITH NO STUCCO. AND MAY K NEARED SCREWS OR ALL Tk3EAVED SCREWS W/O HEAD. 1DNONEEER OF RECORD (E.oR} OR TTiE PRWEC#' Ak0 wHa WILL 9E R2SP0NSBLLEE FOR THE PROPER OF THE P.EQ. ENGINEER OF BUT WITH WING NUTS. USE RECORD, ACTING AS A DELEGATED EHOAIEE.'R TO THE P.E.D. ENGINEER, SHALL SUBMIT TO INS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOO BOARDS BE FOUND ON THE EXIS'DNO WALL 09 FLOOR. ANCHORS SHALL. 89 LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED' N AT) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT, (8) TO , NG CMNC RETf 17II,1„ 8.yiAL_C gD. 14. SIAMER MANUFACR1RER'S LABEL SHRL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM ,U - 1/4- • TAPCON ANCHORS AS MANUFACTURED BY L T. W. BUILDEX. NC. PANEL SHUTTER N. ACCORDANCE WITH SECTION 17011 OF FLORIDA BUWNG CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/4' A x 7/B' CALK-N ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CODE. - 1/410 X 3/4' SOLID -SET ANCHORS,. AS DISTRIBUTED BY ALL PONY SCREW. BOLT & SPECIALTY CO. - #14-10 PANNELMATE FEMALE O AND PANELVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 1111111, ZONAL ANCHORS. MANUFACTURED BY INC, - 1/4' . NALN AS OEYNALT, s SEA A:.TJtt/r 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ET_CO PVNELMATES AND ZAMAC NALN ANCHOR. INTO THE gE �CEMS'•.�(T`�� FLORIDAFBUILDING CODE - t%et High Velocity Hu Zone LOCK UNIT SHAD. BE 1 1/4-. cone $ _ 81 CALK-, & SDLO-SET ANCHORS SHALL BE EMBEDDED 71B• INTO THE CONCRETE BLOCK UNIT. NO 4644 7 ': - ° 0 ODD' aRe 24 GAGE GALVANIZED STEER. STORM PANEL Gpuw STUCCO SHALL BE PERMITTED. 1/r 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SNOULQ HOST, * m/a7� AND 1' MINIMUM FOR WALLS WISH NO STUCCO. =-Q STATE F tt CC GLOBAL PROTECTION PRODUCTS L.C. s9c 6.�.. GCOIMe. U 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU OZORi. •' as er,. a\, Vp:AM ne14aV. n 21334 20N-17S P11aNL• (9a1 -ra4a FAc (9a43O4-aTaT PnYMxo ANCHORAGE SHALL BE AS lR4PED IN. 8.1)AND IN B.2). EIUSTNO WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE. BEHIND SUCH s You +uUr + t , AN P eA-lmaru ,f•,a.. - /rlNll/tlR LA .E SFAtr6gIM1e>pErS+'M>: A iertY p". a AIL A1WCry a fami INSTALLATION DETAILS FOR REGULAR PANEL_in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE BLBLOCK CONCRETE BLOCCONCRETE POUM K REQUIRED. CONl ANCHORS CONCRETE ANCHORS (S sewaE>fATIHG PO FEfS 9MRtlUDWHON SCHEDULE 9 Tt :fco to) 2 OaNDRETE oURRED.. „„Y/;�.L{ ((kk lfr d 1f4" I/2'. 1/4" B r yv/ tW 41Hbt•F1GO bvLA. ,1{ ...�e...,.:.) CONCRETE ANCHORS y - i I R R { E SCHEDULE ON R SHl 9 7HRM 70 1 [ l.- I I/4Y-1At!• B I t/4W, III q-�2&�Irr� 1 SEPARATION 9, ® SEPARATION TO GLASS, l I P+RE Ra WNDB. TO LASS. EXIStIMG (SEE SCHEDULE 1 HOLM OCWe 7'f7 .L, tlwt. (SEE SCHEDULE 1 tl;RWt eklt Gil ! { ON SHEET 3) R . � PAr&l. HFkG7Tt ® ON 1 I j (ON SHEET l) R SCHED LEI I PANEL i£NORH 1IAfm. SEPARATION "i(SEE SCFEDULE I PA#L LENOFH (SEE SCHEOINLE ON --= � 8 -` ON SHEET 3) R ON 3) R ON SO 3).E SHEETS 9 ?"ROUGH 1 1 i IT 1 OF Y• pe5nxj-.-_ �.,,.•y.... ! 1 1 i G{ATRII- 11 1 I 1 MAX. I SdNA 1 ED. 1 4V_10 &v mLn I OF "vMr ( f E*Srm + '� It o 12 1 f2' =1 I r(A5 APWOABLE) 013002IRl UK 1FA SGLQW M CONCRETE. S.QCK R GQ"OQETE ANCAIOR{•••,-- -•fO-fi• €Q--- i t/4•-RbaP ss w R/ 1RR REQUIRED,Sol 9 THROUGH (SEE SOHFARLE. �1 ' I' L- i2 I/r mc. W (,fit ONLY WHEN SOLD I GLOCTE LEG LRIGLSON SET &.aALI-pl ANCHORS 1-0 R BLDK '-� NE USED & W/ WHET/ ' ALTERNATE CONCRETE PgIREO CONCRETE HATE ANCHORS �ra fEaUM. ANCHORS OR CONCRETE BLOCK REQUIRED, SCHEDULE ON STAG17NDtEp Xf 5(Dii {SEE S111E ON SHEETS 9 THROUGH 10) SHEEtS 9 THROUGH to) SOME 3f8:1 SCALE 3/8_1" SCALE 3/B_t` AaL"�41A..r%(�i FLORIDA BUILDING CODE Hoa Ht N Velocity HIM one Zane , .44167 ` $ Cam I1,wD% PLC. 24 GAGE GALVANIZED STiE(. STORM PANEL ' dDr FnM (oMBINAnQ QI� F Scr:nnN_s; ED.. EDGE DISTANCE 1 STATED I C 0 ewa GLOBAL PROTECTION PRODUCT$, LLC. CAM (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN DE - - 466a 1Lw. 51 STWEEr a O `•. F P SHEETS 9 & 10) COM(B1NED IN ANY WAY 10 SUIT ANY +#` (ORID Aw Ar. ,e,tA:IBA aVpMRa,r O-D'T14 20-175 INSTALLATION. F............ • • �� / err+, two m-tat.. lY, . C.Nan-,Mt PRINK: {te47aH6, TAR (nH)Ga-eTei 4jA+ip •• CA -am" wA. sewrse -Wx 4. OR,ARt6 tr; _ +tAuiH WIUMR ATLMT Nr. Pt � t1-tr WLai 4 tr 16 "UZ �jQ ;�j ff MOUNTING ALTERNA[jE3W SCALE 3/8_t• HM FOR COMBINATION OF SECTIONS 1, INSTALLATION ARE ONLY VALID FOR MAX. A,S.D, M MOUNTINGS CAN TOP & 601T0 DES" PRESSURE RATING (p.a.!) AMID PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55'OR EQUAL LTE M SEE SC BEET ' BUILD -OUT MOUNTING AL UBJ&tLIM 4W, SCALE 3/Il FLORIDA C%A C y- CIA V t• O W fl. - O c E- o C ED 11 N Cox = ll Q N cc o N 4V rn O tV CMt ?._ N N tat °'1 E 3 ,D i lD � M a3 CJ LI . cJ D7 � c o �• m •= T N Q "fl C NO O d tJ C3 SHEET NO. SH 13. C/) 0 > 0 0 CLOSURES 12EWLS EQR JtjSjALWJ0N IN POU L MAXIMUM-Als.a. DOWN eg URE RATIN eQWMQ MAXM C14 CL 0 %.-At In OW MAXIMUM ANQW-ZA= Co -0 2 m RE El E HFAULAR, JJEE EQR RMULM. STORM. PANrL In INSTALLUMNS IN WNCREN BLOCS STRU=RES RM PANEL INSTALLMNS 199 --A-ms ETE "CE ==us (D XL k. E—Z HAK-510014 (VAUD ONLY FOR PANEL (1) INSIALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) ACHUM-M RENUR 0 -4-0 U) -6--# (VAUD ONLY FOR PANM(j)[WALLATIONS AS PER SECTIONS I THRU 6, ON SHEEM 4 & 5) =3 m -co -- U) MO X. A.S.D. UWWM 99WM SPACING FOR MIN EM PER SCHEDULE WWW LIC"BLE MAMM WX MkVM ANCHURS SPOICING FOR JOIN LIL. PER SCHEDULE Sam APPLWA" MkWW OR OLSON AMU vew SOCTIONs "m MAX. &S4. 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I/p 1/1* 4 (BOTTOM) e W I or - 5 llr 7 Ijr 4 (90TVION) =,/r 2-17-F -Y- --C-2 I/r 2L11K 41 r 6 Ilr 2 I/X` 4 (TOPI 7-57 a. 7 it or 4 (BOTMM) - IT T '/' . 21-W. . �1/2 TCI r fianau !.1/4- 6 00TT,-) oil IT 'r IT IT 10, IT 14 1/2' (1019 7 J/r IT IT IT lIr IT r IT v I I SOAC-= OR CAK-m L 71 IT IT 7 i1r, IT tr 13, IT T lit 01/2111 t/r OR VILOO A"AINACE 00110m) =1F LYE ,,"" I m - GIO WZ(A T 1 7 Ile IT r to 1/21 IT If 13, r b -Tt/r IT 0 1/2'10 IR 7 I/rI 13 I.sx istrim or or"m s IN "a I I I1r 3-1-r T-W 5 i/rI IT 41/2 OR _2 C= VNINC9 .1_ Cm PANEL -- — I AS mqqxmu L--1 E - _ 30 x9f OR E5�=A : —W r5F to* 51 F-WK�P Wom rw WOOD & 0 OPDOW " cotmrm iwoum rke 1100 PRW 3/4- JOAO, A MAI" PANEL �(t CR4 SlIt OW It M MWM Tin & PAM FOR DAFTNUARINA Coo Won MW VADMM "D. DESIGIN LOW VARIM P—Aftm- To 144011110 NOW SPACOM AND OWAI I= WORM AN INICKAT40 ON Tile WJO= FOR ED. LENGTH i 91 MI WOU. 00m 00 m A0114) I= It" 61010m 014 emim" am= ANCHOR amn or M-10ft"a oxm SHOW ON SMME W11% rPMW" FAVMK MR " OPCOMION 10 K:= RVXM SPACOM 40 PSF OR LESS X ROi 06TANM OBvilso in" mm sou Nor W ImAK mopterm stmet, fall EACH ANWOR 7W1f, ON INS SICHIMIAL > 40 PSF TO 50 PSF III 1/*'* 1/4*0 Ix. IJW# AMICHN "K z CASE 9 (E lamm > So PSF TO 60 PSF W-15. MM" ANCHOR SOACING 00 3 A in A M PANEL LENGTHS T�10146 VAUD FOR INSTALLATIONS VALID, FOR DIRECT' WOUNT WALIATION ONLY & - I a VAX. PANET. LENGTHS ARE ON LATIOhI 3 1 3 W/ T 12 1/2- OZ. ill/ SOLID SEt ANCHORS & W/ ( Y VSMPACOERMART TI . O.0 CA SWO SET ANCHORS SPACER A tA-0e qsjljq� 9 CERTIFIED PANEL IWWAMON AT WALLS W/ 3112 A. Imms W 44167 SURFACE LM VAWTIM WITHIN 31,r FLORIDA BUILDING CODE LW4 Hiatt vilkiefty Hu cone zormt) FLORIDA BUILDINIG CODE (Ron Koh Velocity WN no Zen FLORIDA 8"NO CODE H an velocify 1"WWO Corte Zone) - A4.1 Ltft SE (ELAN) F (ELAW ewo 24 GAGE GALVANIZED SIM STORM PANEL 24 GAGE "ILVANIZED, SIM STORM PANEL o.44167 24 Q11Z GAILYANW STEEL STORM SCALE 1/4--l- SCALE 1/0-1. cum W. COO ft 'X 14 PRODUCTS, Uc. MTE GLOBAL PROTECTION PRODUCTS. UC --- '% \ GLOBAL PROTECTIO WE C —01'.. MOM PROTECTION PRODUCM LLC- IL EC 0 tom SPACINGIS ONLY VAUD =!=I$ USI SEE VIE TE /TIL S 4%r I'lar 20-175 DESIGN LCADS & MAX WHEN SPACER 2-0-175 AmOt. immiest-ma, to W-imoo-4m, 20-175 A%s. T"m -!u CA "ICT PIL ok4mole CA- PEI 4�� 4m;-! A%Mk&ff " g Omm am 0 or Is W (SM SECTIONS A, ALMONADIVES ON SHCETS 13,14,15 Stle)-- IN IALLA.TJQN QUAILS EQR LIEE SAEM PANELI r mmt. 116 R-103, R-�2A/13� R-3A(14, R-10/13, R-20/M *-30/14, r MAX IIIR -n� rPit-11AW/15, R-2AW/15. 4-3AW/16. R-191111111I R-20W/15. R-SSWI JKQ FOREQ Q00GRETE QR MMUE I=K MYOURES MAXIMUM Iisi QN ?J=UBE HaNrl''(p.s.f.) a RMORM-MAMUM-AKHOR SUCING D. M . (i-) —I M PANEL (?) INSIAUATIONS Iff Q J= SIRUMM Ileo Memo" I/ro TAPOON 010, 0 POURED "/00 W1:v �06. Poll= I/ (i) -4) ANCHO ANCHOR 0 9- OR (VALIDONLY FOR PANEL &INSTALLATIONS AS PER ALTERMATWES, IW IMRU 4% ON SHEETS 6 & 7) 0 0 0 0 CONCRETE BLOCK SIM CONCRETE BLOCK CONCRETE BLOCK RECLINED. REOUM. -71 F4) 7-4) 4) MAOMIM ANCHM SPACING FOR E.D. - AS SHOWN ON SHEETS 5 A 7 APPLICABLE WWM APPLICABLE MOMUM MAX X&O. Mo. XSZ. MWMUM ANC.HORS $MIND PON, ED. - AS SHO" GO SHEETS 6 7 1. PANEL C14 MICK PAM pm ALURNAMW VINGTH PRESSURE .2 :p. LA.1 13. IT 13" 13" IT MP) IT IT 13' IT IT (tlg FOR PANEL W40 PANEL LENGTH ,(=W BUSHING E CD RATING FEMALE ID TAPCON LAD Be" PANELMATE POW WOOD PANCIMATE PANVAIATE v TAPCON LAD SO" WOOD OUSHONG k. OF THEM tr 13, 13" Of 11400 IT ar Ttw- is, IT 13, 1* Om 71-61 T Of It 61/2 R STORM I REMM"I 51— 0 +40.0. -40ill 0AX I' ARM C 1 1 1 1 MAP MID PANEL UWH BII cc C-2 —1-7 --- k ------- EX 0= OR jr jA GLOSS /M LESS LIMB NMAP -64 -P -W * + W ST. 7 %1r r 61 0* On") MOMMAM WILD v NAL —IT IT Tr— IV IT (MP) IT IT 13' IV DO --7 t 1 11 A W 2--W MIN, PANEL 10" v 44M v 4W. V MAX :-+46,-44 IT IT 13, AT ALL NOUNTIN05 =4 I E- IT IY_ 1�' IT I To 4v PANEL LOWN NO" - 1, W--- PANEL LENPH LESS IV IT i; — 11 B.S. mius WAJ (SEE uWAYOGN I RON +m -75 Ek OVERLAF ON SHEET 12) ON 12) IT 13, 13' 1 1 ON SK 15T 32) 4 IT AT t 01/2- 4 ix 6 lIr a I/r 6 I/v If TO 6 1/2' $1/2- 6 —1— 61/2, PW (TOP) I Ilr 9 If 2, cc Cp .16- 4 Ilr A I L/2 7- 13W m-ml WA I CU i 1 _q) s- VIA 4n SEE TABLE #1 FOR MAX. &S�O, DMGN LOADS MAX PANEL trwrNs WHEN SPACER IS SEE TABLE #1 FOR MI X&M OEM LOADS MAX PANEL W40THS SPACER --- A -- USED, CORRESPONDING ONLY TO ALTERNATE ZV ON SHEET 8 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 0 0 3/4" NUr AT C2 or (�) ln�r Majos RIGHT JNNM t NSMLAY06 ONLY WIUO FOR WIND 1 4 4 �13, R-3A/14, R-10/13. R-20/14 R-M/K I' AIN SPM up TO 170 mph. MAX"m PANEL R-IAW/15. R-UW/iS, R- Ic R-IBI 9-29w/ls. R-39111I 1-1/4-10 A.U. DESIGN LOAD Aizw a IV 0.01 O.0 0 9"01r. ANCHOR 0 9" O.C1 SmIlons a Atumirives ON SHMM 13.14,15 CONCRETE OR CONCRETE CA OR 1/4* VAX, CAP L=m REQUIRED. L astra-l".10 RSOUTRI Luz= =z OR --Wd= 40 PSF OR LESS 5,-84 -IF FE SAFM UQRM EAMEL ELEYKION (t) * 40 PSF 'TO 50 P5F W-20 2.W1 SCALE 1/4�-I- RECULAX * 50 PSF ; ;0" PSI, 51-10* STORM PAMM (UK ovt��-1 tore low" STOW PAI WA4 ma=mas A MAX PANEL LENGTTIS ARE ONLY VAUD FOR INStALLAMONS SCALE 3/8-l' sp�u 3/&.1- W/ PANEL MATE MIALE ID OR PANEL MATE PLUS A T1, ANCKORS !277-JI, L W/ P-t olk I/r O-C' jF-7 z Tft Mji-WAOII�XFOR *CS� MO WOOD FNIC VJLOM& PAWL fat"Ity EN FLORIDA SUILDINO CODE jillon N!gh 0oloafty Hurricane Zma) LIFE ig� S.: FLORIDA BIJUING OOOE (Nom Nit ot"Ity, Hu cons Zone) kalm ommoma NO. 44167 FLORIDA BUILDING CODE, Q�" #j1h Velocity Hu one Zonsh am Wim W- vom am Wam Itc. OWN W. N 44167 24 GAGE GAWARTUD STEEL STORM PANEL 24 IMIGE GALVANIZED STEEL STORM PANEL I -'. - . - 24 QAK GAII SM SIM PANEL am* W, MOW ft Emma m9muz S, or "JLDK,=N=EN'' fWaft GLOBAL PROTECTION I OEM. GLOBAL PROTIECT1ON PRODUCTS, LLC. 109CO, GLOBAL PROTECTION PRODUCTS, om PRODUCTS, Ur. 4M &W. W WOUT UUMN A -A 4m tv. 11 NNW PONO, it- m3" p"W" mv-4-m- ikWKIEFUCY� 20-175 20-175 FACTOR SNALL "a BE Um YHW FAA -svmmm �A-mqow-m "Itallfrole. SCALE Ile-1, mommum SV400 20-175 --FQWF I ANCHOR TYPE ON Ratio ousso-mot. fm; w4ma-viv '07/-Y4-� I cowo ft ft MV"o ft fill& pm 1 3 IL4 w3ma.:204 04topl- ;m 1 -m's P59 UAU—fF09,RB-AUFE SA INAIALLAnW UMICS. EQR WEE MEM EA fflTAUAT1QN 12EWLS EQR UEE SMUYLEANELO) I STALLA110 0 FEU EAKEL INIQ MWQ smumffs IMM-MM C9KHEIE Q8 CWHEIE .51RUMBES INIQ NO MUCTURES 1/4-# T r-smilO110" 7 CONORM atom CONCRETE $I= NEAGER REQUIRED. % ==1 O.C� D.C. I/V (3) -4) U2 I V -es 1 �7 z WAYL A/A CU To ex Uri UU t -Xkil I I - V*** EX GLASS GLASS Lt. III` PANCL LENGTH FARM LEHI PA9EL LENGTH PANEL W41H CL (sm ELEVATION (SEL al"gion 'V W- ON &W 12) V UI I I (rZA1,10111 PAM LENGTH I* Wri. ON IDW 12) 4 PANE. LDWK PMEL LENGTH PANEL LENGTH 11-SEPAINtrok- It a 9 (SEE ELEM11001 I (SEE ELEVATION TO GLASS. IWXT) 0 12 riIW1vv In 4 00 SHEET M at— am —�T- If L/2 —S, in BUSS, It W2 G. L) POL Exs1Wm DON "Z CONCRETI RMOM, (&QUHIM I 2'WWOM, rw WW_ T�, rw "OR- �, +� k TAPCON 14.11 "A" -1/4-0 1*0014 VW *ago- PLATE ileo —4 1 Y I I CIO ANCHOR 0 2 04 ANCHOR 0 a, 010. ANCHOR 0 S* OX. PLATE &-Do" W/ STUD TAOMED W/ STUD REOUNED ---Y4-0 TAPOGN �O PANDIAOTE PUS PANELMAY9 PLUS ANCHOR 0 r D.C. N r 0& It 0 12 Ijr ox� ",Do k atom \ am gem 10 a tt me ANCKM T"r a WIMAD FOR GOALS 3/8-t* nawix4ow KM WOOD now axata& Z� -11A, ZZ AI* EC%V%lA4Q11*=Zr t UM ANCHOR SPACING BY jp-3AW JAI co ftUOM VACIVA, 11� Y fmeploom LIEK JAEM EANEI 1 WAD VAL, Act W Im 71" ON" Vm*a ONICOUD fat IACH RONK 2 1 IEE ZAMX ERW , Air . =. 180 RIZ10:10 SpAto4 OWANO usm PA" VIP" R I TYK as " WOVALL A It, WA41WOUNITIN 44d kj1I SCAE.I/S-I, -if-- h, Atom" "W E4--A kv I, � It LLI v- FLORIDA BUILDING CODE (Non High velocity I*Wj a" Zone) 4*VAAL Amms *AM 00 3 3 1 it-AAJILI FLORIDA BUILDING, CODE (Non Jogh Velocity one Zone) FLORIDA BUILDING CODE LOLon Woh Velocity Hu coo Zone) 44167 3 3 Gem umol autm m. 24 GAGE SALVANIZED SM SIM PANEL 24 CAGE GALVANIZED STEEL STORM PARM 14 GAGE MVWM STUL STORM PANEL < 1, INSTALLATION ARE ONLY VAUD FOR &&0. DESIGN .406 1. INST&I.ATION ARE ONLY VALID FOR MAX, A.S.C� 3 a 1/2 WJW On VAN ft own ft ACRK am Nomm qWW STA m M— PRESSURE RATINGS (psJ) AND PANM LENCM AS GLOBAL PROTECTION Pmm Lm, DESIGN PRESSURE RATINGS [P.IIJ) AND PANEL PER OLEVATION 0 SHEET It am M Oki GLOBAL PROTECrft PROOM % STATE fT1 LT, E C 0 1 D407THS AS PER MATION ON SKEET IZ ILIJECO BI 0XIVAL PROTECTION PRODUCM UC NA 2, FOR NC# WOOD FRANE CONSTRUCTION: WOOD No 400 SX 513W 2, FOR KID -no - MWET 20-175 A OUTHERN PINE No 2. W/ SPECIFIC P,7.e;t '41 4 �, Av A, k &4F-y =79-17"p; 20-175 MEMBERS TO HE 9 - � -.- I=. 20-175 1,1=2111101111.1-1 rW, 4 z r #40 tm V114 --, mama VWNW�O'z I^ CM)se*-M MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC P"O* to#)W-mt4 (03*)No-Ml DENSITY OF 045 OR EQUAL - �m . Wrl DENSITY Of, 0-115 OR EQUAIL. < *14111y- I . I - - P.L WA/momanowlatim B 3 I/V Pt. r:04 4 6 77- SHEET NO. SH 10 114 Is O,j 1 11 1 (ENDPANEL) E NOTES 2, 3, 4 (lllift6ft'PANEL) 4-1 I (INTERIOR PANEL) I EV I OF END PANE SEE NOTES 2, 1 4 1 L ..4 2�, W 0 4.51 $%IS IN EA (SEE SECT*NS AS, TYPICAL ELEVATION FOR SERIES 2900 E-Z HANG SMRM PAN L(j) USTEM M SCALE: 3/32'-l' 1/4, AIM GN, LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W I TO FACILITATE INSTALLATION IF INTENDED To BE JNSTA`LI.RCD=DVL4SUTE OF STRUCTURE. I NOTES � (1). fflffiGL I& UM 2097 E-Z HANG STORM PANEL SYSTEM N PAff L (2). &�= S ,&,Ai.Wr,8E CONNECTED TO BOTTOM TRACK AR INALL BE PROVIDED AT TOP OF SUCH PANELS, (S). IF END PANELS ARE CONNIECTEO TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'0-20x.3/4" M.S" W/ 7/8'0m3/32" WING NUT OR LOCATION Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES Or END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.. A STOP MR a ONLY USED AT TOP) AT LEAST TWO PANELS SHALL 13E CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID -.0 SPEW UP To 170 M.ph. :j ENGINEERING ENGINEERING EL 5 Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel StormPanels ENGINEERING EXPRE2380 PRODUCT EVALUATION REPORT No33% Increase in affmablestress has been used inthadesign ofilds product. Separation from glazing is not required for Installations outside of Wind zone 4 and essential facilities. September 16, 2020 impact Resistance: Application Number: IZM9.1 - R2 EX project Number 20-31543 Large Impact Resistance has been demonstrated as evidenced In previously listed fast report(s), and Is accounted for In the engineering deallin of this product. Product Manufacturer. AgAmerim Shutters and Gins Manufacturer Address: ISO Donne Road Wind Load Resistance Vied Palm Beach, FL 33409 This product has been designed to mist wind loads as indicated In the span schatlule(a) on the respective Product Evaluation Document 0.9. engineering drawing). Product Name & DescOption: 24gs Galvanized Steel Storm Panels LOW Missile Impact Resistant Installaffon This product shag be Installed In sUct compliance with its respective Product Evaluation Document #.a. engineering drawing), along with all components noted therein. Scope of Evaluaffon: Product Components shall be of the material specified In that product's respective Product Evaluation This Product Evaluation Report is being Issued In accordance with the requirements of the Florida Documerd (Le, engineering drawing). Departnienit of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6IG20-3,006 ' FAC., forstatewide acceptance per Method 1(d). The product noted above has bow Limitations & Conditions of Use: 'Is tested and/or evaluated ' summarized heroin to show compliance with the Florida Building Code Seventh Edition (2020) and Is. for the purpose Ifftrided, at least equivalent to that required by ft Coda, Use of this product shall be in strict accordance with the respective Product Evaluation Document (I.E. Ro-evalivallon of Oft product shall be required following pertinent Florida Sukling Code molfloations or Engineering drawing) as noted heroin. revisiom 141, supportlrg host UcWres shall be designed to resist all superimposed loads and shall be of a material 11.1 respective anchor schedule, Host Structure conditions which are not accounted for Substantiating Daft: In this producre, respective anchor schedule shall be designed for an a site -specific basis by a registered professional engineer. . PRODUCT F-VALUA11ON DOCUMENTS AN components which are permanently Iristalled shall be protected against corrosion, conternitnetion, and EX drawing #20-311543 #tied *24ga Galvanized Steel Storm Panels 04VHZ & Nort4iVHZ)', shoots I-S, other such damage at sit times. prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. Is an Integral pad of this This product has been designed for use within and outside the High Velocity Hurricane Zone (FMIZ). Evaluation Report- . TEST REPORTS Respectfully, Uniform static structural perbirmarros, has been tested! In accordance with TAS 202 tast standards per test report(s) #ST-ASG-1 7-001 by Breakwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAB scNp 201 and TAS 203 fast standards per last report(s) #BTASG-17-001 by BlackwaterTesting, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural Engineering calculations hoe been prepared which evaluate the product based an comparative and/or rational analysis to qua* the following design criteria: TJsr: - 1. Maximum Allowable Spans 2. Minimum Allowable Opens Frank Bermardo, PH 3. Minimum Glass Selpstallion ENGINEERNG EXPRESS* 4, Anatm Speft #PE0046549 I CeM Auth. 9885 160 SIN 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 (954) 354-0660 1 (866) 396-9999 TgANCENGINEERINGEXPRESS.Com TEAMICIENGINEERINGEXPRESs.com ENGI NEEftINGEXPRESS.COM ENGINEERINGEXPRESS.COM 14 0, g" 1-1 =t Iln E, N. r,4 1.I' ti -:0 r_1 III'- L(A 'zi UA u 4..J.9"T `ui�' A I F .0 9r -1 �,i42 LU it) 5 L kg _T 10 t &= mllinllfi A C[IL]NGMOOR RouN, .07nom LL, Co)YAUL IDUNT 51111M Jq IIU- !"gg. 7 7 I:) A t� a-t or" LAII If _IiRk 1?i T 20-31S4.21 PAGE! cascryr1H1L K 91W INUALLADON DETAILS FOR SERIES ZQOO E-Z HANG STORM PANEL IM EQUEED CONCRETE, CQNCRUE ILQCK AND W0.00-VIRIMIM I CONCRETE BLOCK zKEYiUAiED. 4{ D.C. We TAPCON 14111* HEX HEAD TEK HEX WAO TIEK . 1.1" SCREW 0 A/4" FROM 0 12* D.C. REW * AW-40R EDGE OF EI)GE OF 0 9 I 9 F ifid. IM 112 AN 93. emu Ax 06� vat 'ss nag: rat 11 WIN, PANEL MW. #I-SIPARATIOlf- PARATION-_ EXI 70 GLASS, L-11-=00M pop MUN pop TO MASS, RwEr RMT IN MAX IN PAN& LENGTH LENGTH I, Aer, 56X To GLASS,... OF�v -0 In OF F ju ig 7 j _V4,4 TMcoN ANCHOR 0 12, D.C. POURED 2".4' WOOD C. OR BLOCK RODLAUTE RED SCALE 3/8-1, SCALE 3/8-1' BUILDING CODE (Non Wah Veloolly IN1111U FLORI anE, Zone) MIN. PANS, LENGTHI z 0.441 a s TNTFso. VC 24 GAGE GALVANIZED STEEL STORM PANEL ONLY FOR A.SD. DESIGN SHALL BE X-5" z*1 1. tNSTAUAIM ARE VALID MAX. z IIIE PRESSURE RATING +/- 40.0 p.s.f. AND 6'-0' MAXX STATE 0 GLOBAL PROTEMN MDUCTS. U.C. sal PANEL LEMON, 4=0`: I WP! 3MI4 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Z,�_ latL 61 Sw MEMBERS TO BE SOUTHERN PINE No 2, W1 SPIECIFIC rA* "MisavaDol 20-175 DENSITY OF 0.55 OR EQUALL 40#44 Fmq am Is .0 is IALL AMERICAN SHUTTERS AND GLASS I 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) -(VERA TO PANEL SPAN) TOP MOUNT (COHN,TP TYPEAS REQD) STITCH"I'S'17WLIAN''ASHERED, = ,F1M1.10'ED 0- 10 (USE APPROPRIATE SPAN TABLE) �=-OBSTRUCTIDN ---I- I (LOCATION RAY VARY) TYPE AS REqIX) PANELS MAYsENOTCHED AS REQUIREOOpT'QNALY�".20 MITCH PROVIDED THAT CONNECTIONS AND H WASHEIIED ANCHdRGAEUSEb.WHIdHSATISFY Woi",T�`N`F; FATENED a SPANS AaOV�E,l BELD0,OBS TRkTi6N. OVERLAPS GCS RDBPAN (USE 4PPOFRIATE$PANTABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS) N.31s, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM MASS (HVHZ WIND ZONE 4 & ESSENTIAL FAOUTTESI mnXIMUM PRESSURE (ALLOWABLE `SPAN {ERPBNI INSTALLATIONS LESS IINSTALLADONSORFAM THAN MOVEGRAPEkTHANWASOVEORWE 1304 Cn 6.06 In _330.4 _rA $4610 21616 .1-0 13o.0 in 6.06 In 246hi 235 to 8 6A1 III Z72 In 6.121. 27AM 6.13 In TO GLASS SEPARATION NOTES: 0 * 1, ENITER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SWARATION FROM THE OPENING TO BE PROTMIED, z SCHEDULE isRwumeaFOR usEwrr"posmvr;LOADS ONLY. 90rom INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE M NEXT HIGHER MOM � AS LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. ID NAL INTERIOR F&'ITELUNG DETAIL MAXIMUM ALLOWABLE DESIGN PRESSURES: J, AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POOIR�TTIVEir IlMkTIlID15IW RrISUREgCAI0CILATED UsHTMISSl,TFM,L,DrTERMIND PER' F1�NIr9 AS �IIN ACCORDANCE .O,�g,R5EU002T1IDINA-COBNCEW;H�15I AND L2UR90FTHE FLOREA ECOEVALLSt1TN ODE OR I Al TIVE 0 EIATIVE DESIGN LU� �S LV ,REST TorA61TTSM T�O ER,91 URE CA M , N FOR ANY ASSEM812YA&SHOWN. ' GENERAL NOTES. N IN ,EV,NTN PDPU,%D""�OUTSIDE VgER TAS 0ZAWDD3JSTNQr'sGgt='gATIijY�CATE All Dep HEREINMAAelIqg MAY AND DON'01N To_� AL "' N DE A11L1. ADDITIONAL-51TE-SPM NO 33JL}3%INCREASE IN LE STRESS HAS BEEN USED IN THE 1 1 iro%alWHICH - I A, IALL BE UIRCO IN CON 4S CALCULATIONS AS MIJ fnVR 10. HSGRENT FROM LLI Eft ROGISTERED O OR USE IN gg MAXIMIMTE rED 1! 9 MUSS Ncl-ED �V' III H E S Fq C NUM AAW8 'ES, bm"LQUALITY CG IS.L MI, Mum ALLOY. .57 210" I&IN LI70IDRAIIENT111CT1 - VEER EnrToVALI STRUCTURAL ILY. USE OF THIS S?ECIRCA ONj1EC.ONTKAMR,.t..h, TID51 N EN GE. rL5AG"SAVREHARAMMEL&TE FEES RESULTINCON PROMACOST HATM ERECTION, 11,110 1 �ICTION PRACTICES. SET ND THAT ��UXZR RNAO 1,0119 1 , S A"!S P,SFROM 5117W TERN. 'TASL, , M . D HEREIN, NO AMMONAL 'I.N.OR.,TIARE TENDELI. - PAT"ADDITIONS.M.I=g�$ T&�15 ODCU "I, ,iMr4.,UQIN. IS LEI .HALL BE PERHAN ENTiY LABELED WITH A MINIMUMOF (1) LABEL N'W4'';!r"ZL,,,,NG,NJ,,,ON , LNECN$5A1ASS 210-315413 VISIT ECALCJ01-31�43 ral rol MINIMUM L2WABLE SPAN SCHEDULE RIPPER. ice, J�ii =19AWA . . . . REA . . . .. fib 1110121""llim . . . MR" ""Elm . . . . . . . . . . . . . . . . . . . am"" ®...no" ............ mom . . . . . . . . . . Ku"F.W915111 . . . Ku" 1"" -"am . . . IrDTNS 2� ACCR=TWA F40HOLASS 15 REQUIRED MEN PANK LENGTH FOR wHoestwicuaw"sAnuor USED WVW:= 1o=4G4C=0 K PER *"AIL' 4. TANA 4 EN SM WITH PANEL FAsTelm 0 mr on 5.zr c.'L 5. PANELS MY SPAN W MININUPI USING oftt (11 OF INE OPrI44AIL TOPOR Mrro. C-ORUNES PER OPENING (PER rlrf�'K-L USING ANY MUIMNG WNUMON SHORN IN THESE DWNINSS, M✓ 00AL EGRESS PANEL DETAIL N0-IFASTENING M, NX-M-5. bl IGS'. -Z250. 4, t'15- 2E -D.094] IE1C TYP. 4 L6 TYP 3A -T L6 1,930 LOU! 6 0.3 2.00Oj ,062"0 2., 6j� zoow .35 207A2501, -4 2.000- 1- 2,000.TYP SLUM -OUT 'U", HSAQER, C �LISURI N MAX... T 0 3.380' AX J1 1.510 M375" 0.376- RB I "S' 1 ;5, C"19 ? I a 1, 7 1 0.19P.- 14 575"PATIF1. LENGTW- T_ "S 12.500"PANEL COVERAGE 112- J=ff7 ro TTT So I 7 • 15, om so TYP. SOUL T't•1RAd4 -F' TRAM Ewa WHaNUT MIN. 01L /61�i QjI3. z LEG -TILK [EXTEN N`V ERSEA ANIME DID) .2$' MAX. MAX, 1.000, V, OVERLAP MAX. .25- MAX: V S 77-111 IMAX.F, 1, MIN. 0c)RNER CLOSURE MAIL D 'A I jLALAI%NTCL0SUftEDUAIL HT, S. ANCHOR SPACING SCHEDULE' 24 GAUGE PANELS; PANE-FASTIENEkS 0 12.5'04. EM• mml cffllm®rrml mmHg M1_t_1=Mt1WAMM ME MA MEN EIRM VIGM MEIER M Em MIN ME g El/ % _10 �Wmauz/ R10111113M r/920"M/1 ENUMMIU111111II-M MMEMMMMOMM� M EMENEREMEMN an ff�m KM M0 M we mm�lm M21 li 93913131's Hung 214" WGI! DISTANCE ',I lRE38URE e-w I W,ov-w. CO 114" 'rENSEIa 33 1. 2 12.5' ISO: Ir.0' 10�q 12.Y' 16.0" 16,0" 7.5- 12,Y' 16.0-160, &J 1 ' ." : 12 15.11' 14A IS.W 21' INV' 14. 6.0" 125* , 16.0114 L121511 ZS 160 16D. la014 6.51" OW.V 12.5" ISO 5wt14" 14.7" 6..' JZW� 121 iS.0- !77;; 5 0;: 1011+.7' SO'T QQ 114.1L2� DIrD WOOD SCREW 41 4B 1 ZS 16016 10 2.5 0 21- ?a 15 ME" 160 14.1' 8,1- Y2.5' 16.0" LZV i, , 1 8.4-Z. a's" 16,0 lst 9;61 IL 11 __ 5_5 A TAVOW rRw 41 5 16 0 9 I.: ISO, t;"' 12.11 1'2.� Ili !D TJIV. _fVS-- EMBED 33 yroor, RUSKIN. 48 S2 7a IZ511- . 91 la.9- 5.41- CS" 11,5' 4.5" 4.1' 6.25" 123- 4 _74,0" 6.25' 12.311 12,3- 4.71. Ca. - 5 to G� E ll'n.H1 s 1 ANCHOR NOTES: 9 lcA .g L. ANCHOR ACNE LE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES Us MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDVUE SHALL APPLY. 8 2. ENTER ANC21OR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL,&.ANCHDRTYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DE51GN LOAD ON SHUTTER AND SELECT SPAN GREAIER THAN OR EQUAL TO SH UTTER SPAN SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON it DNS, R,WALL VERIFYTF E AREINY�1'11FIDEQUATE WOOD FRAMING MEMBERS, F40T PLYWOOD, FA IN Aa't ON 'AT FAST= OR T.1YWO0O.SAC , SIDE CLOSU RE PIECES. III. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED CENTER OF NOMINAL 2* 14[N[�Il 0111,1'S.TUI.1,1��,".ME DISTANCE IS ACCEPTABLE FOR WOOD 'COOSi'D j�I&T E SS OR GREATER DENSITY, LAG SCREW FRATENLEV91-LIPS PAN HEAD OR HEX HEAM SHALL HA Lt. REMOVABLE AW3-iOR5 ARE: DEWAIJ PANELMATIE, ALL -POINTS SOLID -SET AL BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1/2'MINIMM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND 11AY=NH1UD1A PAIFI. HEAD, TRUSS HEAD, OR WAFERHEAD {SIDE;= BOLT) U.N MUM EDGE MINI z. _ DISTANCE EXCLUDES STUCCO a HERW FINISHES. 14. M DESIGNATES ANCHOR OONDITIONaWHICH ARE NOT ACCEPTABLE USES. IS. T IE LINEAR INTERPOLATION W, C%Aur C-0 C, Cz tj tj CD O �_aIli c- -0 Cn W z SHEET NO. SH 10 5 �..�. �: _; �;.�,. i V ':� r-r1T6� ,� �.