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Home My WebLink About38100-38121 Fall Stone WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FUR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFT 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 or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet 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 ILL 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 WOW 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 PIED 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 WOW 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 WC 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 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 06-27-17 2.01 12-19-20 3.0 02-16-21 4.0 06-15-21 4.1 2017 FBC CODE UPDATE UPDATED PER FDS REVIEW FBC 2020 CODE UPDATE ENG. REVISIONS PER TRUSS ENG. STAIR SECTION REVISED PER C.M ONE I LR OEM LIJ MEN 0 MEN n men lnl�� I ONE No ENO on 00 �o❑❑ EloDo 00 00 oEl❑a moo❑ o0 0� o000 0000 00 �� o�❑a o000 �0 �0 �000 oDo� 0� �� o000 ooao �0 UNIT —A 1532 UNIT—C 1624 UNIT—C 1624 4 - UNIT TOWNHOMES (AC CA) UNIT —A 1532 4-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) s 4 UNIT-B 1516 FLOOR PLAN (NOT USED)_Sp�}�\�\�] 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A 1532 ELECTRICAL PLAN 14 UNIT-B 1516 ELECTRICAL PLAN (NOT USED) 15 UNIT-C 1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M 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 NUMBERS PA 1.1 PRODUCT APPROVAL NUMBERS PA 1.2 PRODUCT APPROVAL NUMBERS PA 1.3 PRODUCT APPROVAL NUMBERS PA 1.4 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1 4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C •D EC 15 202Z, '. ♦.-.one* ? o o a> -o f0:'GY-.N m N O, incvs N O. y 6f U N d �® L c E CD a r, A �~ �•, J rl � Lp y 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 CM Q o8 O N Cn o V y7 80 a) N m Q co, (A CL W Z - O 0- L (0 C V) J� o a .� W W -�N m Z N M Z J J Z O U 0 Co W 0El o o z 10 z o � CD— r U) z 0 N 0_ 0 �N LL . , %^ �1�i�► 0 W o V) w N U L1 J ��,.. — E allL L N U o `� �0 4i Im o w M M h Z o S Z Q � J cd-0 Q E E ° z o o } N <� Za oa r— @ 0. <o x -< � ¢ wr '0 0 O o �� d0 Qo <= < aZ �w C� zY R0 m� o 0' Z 'Z U:)Z v Cn N oa zZ go CL a U< 0 _ o O a� � Z w� 1 0 �o 0 a V 0 03 o r rn E CN CD L co N CTN Nr 00 N r co LO ,1-J O NO C) Q O LO LO mot' t r E 00 T c o (0 :3 Q i» Z z E CU tl U 0 -a JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 1 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 (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLATE FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) } W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4' OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON d FOUNDATION PLAN o "- CV ——� Z w CONTROL JOINT DETAIL SCALE:1 112"=1'-0" • °� CONT REINF. SEE FND. FOR �'. QUANTITY #5X25"X25" CORNER BAR ONE 7.:. FOR EA. HORIZ. -�° REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 0 4" I 2'-0" 1 4" CMU BEARING WALL FOOTING f`! 1 1 Rd SECTION A -A SCALE: 3/4"=V-0" 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX 3" EMBEDMENT \_CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" 18'-4" J 18'-0" J 18'-0" 18'-4" op 1'4' 13'-4" op 3'-8" t 3'-8"0 13'4" '-0" '-0" 13'-4" 0 3'-8" 01 3'-8" 0. 13'4" 1'4' 00 VERIFY VERIFY 3'-0" x T-O" x V-0" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C T-O" x T-0" x V-0" PAD PAD L L PAD PAD 3'-0" x T-O" x 1'-0" wl (4) #5 E.W. L S3 S3 L wl (4) #5 E.W. S3 2'-O" x 2'-O" x V-0" HOSE HOSE 2'-O" x 2'-0" x V-0" 2'-O" x 2'-0" x 1'4' OSE 2'-0" x 2'-0" x II A" S3 HOSE wl (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. w/ (3) #5 E.W. � CONDENSATE F CONDENSATE CONDENSATE � CONDENSATE � 4' ELEV. FIN.LINE I I I LINE _4" ELEV. FIN. I 4' ELEV. FIN. LINE I LINE -4" ELEV. FIN. 29 rA to 3 o CONIC. SLAB 2 o CONIC. SLAB 2 CONIC. SLAB 2 o CONIC. SLAB CO I cn I I cn I I cn I I cn I S3 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" '-0" '- 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 1'4' -4" 4-4" -4" -4" ip q PROVIDE 11�RECESS FOR -- I I— I 1 y" RECESS FOR RECESS FOR I— 9 _ SLIDING GLASS DOOR. REFE TO — — — ——RROVIDE I _ I I LIMING GLASS DOOR. REFER TO r -1 FMASON'S _ _PROVIDE-' — — _I — — SLIDING GLASS DO R. REREFER TO 1 I -I —j _ _ _ t q SCOPE FOR WIDTH I I IL I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I ® I M PROVIDE LINE FOR .�5 D1 I I I I ROVIDE LINE FOR co I I D1 CE MAKER I I PROVIDE LINE FOR ICE MAKER D1 I 1 1 D1 PROVIDE LINE FOR I S3 I ICE MAKER I 3 S3 I ICE MAKER I S3 I 11I I I INDICATES FILLED CELL W13000 I IT PSI CONC. GROUT FROM FTR. �I Y I(I J / I' y Y J I I I( t ) (III cat T r Y Y I I M" MIN. 3000 PSI CONIC. SLAB FOR '� I I T I �� (I HERNANDO COUNTY ONLY. 3Y" MIN. I I TO BEAM WI 1#5 REBAR VERT. p ( ABOVE SLAB. TYPICAL @ ALL Y I l I I �� (I II r I I N LO \ JJ 1 L\_ L / 2500 PSI CONIC. SLAB OVER 6 MIL. I I VISQUEEN VAPOR BARRIER PLACES SHOWN HOOKED FTG. L\ LL t 11 DOWELS 17" EMBEDMENTWl25" I I BOVE SLAB. GRADE 40 ® I I STEEL I DBL. SINK C.J. _ - - �DISPOSA w/ I I I I I DBLSINK w/ I I DISPOSAL _ _ _ C.J. � DBL. SINK wl 1 I C.J.1- - - , DISPOSAL D L.SINK w/ DISPOSAL- _ _ _ , C.J. ,0 55 - - _�__ = -- - - - - -�= - - - - - - -I (- (� - ----- - F_ - �F---� 55 co �' D1 I (III �> I I III J J �� III JII III �� I I �� III I I I I I I III JL III I , , I I III �> II �� III I I I III J� -ill I I I III �� IL J I I �� illl I J Jlll I D1 TYP.@ L---JL-- I -J L====JL___J I I L___JL=---J I L= ==JL J I TYP.@ 2-STORY U.N.O. _ — _ I = — — = = -� — — —� -E — - —- 2-STORY U.N.O. 0 12'-5" 5'-11 " 5'-11 " 12'-1 " 12'-1 " 5'-11 " 5 11 " 12'-5" 01 o Of I ® I I I IEI I PWO I I PWO I ( PWO I I I U U - ih ca I I co I m I cp I Cl) I - Y Arm 14' 6' 3'-1 I - 13' 10" I- I 1 I 4' 2" I 14'- 1 1 I 3'-10' 13 -10" I I 4'-6" �� I I �� I �� MI O I I I I I I I o I I I O I I 19oll 0' 0" ELEV. r I I I I r I 0'-0" ELE I FIN CON .SLAB 0'-0" ELEV.T' FIN CONC.SLAB I 1 I T I I 0'-0" ELEV. M ® I FIN CONIC. SLAB I I I II I I FIN CONC. SLAB 1gg C.J. _ _ I I _ ;�, I I C.J. � C.J. 00 00 I I _ _ C.J. I I C 1 I GG I I GG I I I 1 GG I co I I I I S3 I D ® 1@ FOUNDATION I I I I I I @ FOU DATION I I I@ FOUNDATION DATION I I 1 @ FOUNDATION I ® o M 0 1 '-4" I I 2' 0" 2' 0" I I _ - 16'-0 6'-0" 2' 0" I I 16 " o I M I I—I�---1 I I 11 I I 1 I I I I I I I I I12 -- ,I I Ir-- I I 10 ® � JI I� L- iI IL I\ll I I I I ,1 I I I I I- I I I 1 �-' I- 10 N IELEV. APPROX. F- I I I I F- I I I T I I I I^ PROX. 10 1-112" BELOW F.F. IELEV. I I I 1 I I I I 1 I I I 1 1 1E2 BELOW F.F. CAN BE NO (MORE THAN 1 112" I I �4 �\ 1 I %� -Ni JI )I �1 I I / J \ �\ ELEV. CAN BE NO 1>I I I MORE THAN 1-1/2" ■ (BELOW TOP OF — — — L J I— — — — — I \=� J — — — BELOW TOP OF ■ EGRESS DOOR I - EGRESS DOOR I \I - \4 (THRESHOLD. FIELD I I \I I THRESHOLD. FIELD 1 ;n VERIFY K PROVIDE 112"RECESS FOR S3 N Ik L� HI / 1 I I /I N _`k1AAf� K I CO S3 PROVIDE 112"RECESS FOR I I K PROVIDE 112" RECESS F R S3 N I� W,HI / I 71 I_� �' �� N K VERIFY CO S3 PROVIDE 112" RECESS FdR �ONT DOOR. REFER TO v I MASON'S SCOPE FOR WIDTH 2'- 0J' 2'-104" I FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER T MASON'S SCOPE FOR WIDTH r I 2'-1 Oj" 2'-104" I v FRONT DOOR. REFER MASON'S SCOPE FOR WIDTH LO FM24 FM24 FM24 FM24 ■ ® ® ® I ® ® ® ® I ® IEI ® ■ V/ C/ 4" -4„ I I ,_01' I I I I I / I I I I 4'-0" -0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1I-8 1'-8" 4'_0" 0" 011,I 0'-6" 10'-6" 0" _O" 4'_0" 0 q °" 11 in -4" ELEV. FIN. o �0 I I -4" ELEV. FIN. I o I 60 I "' o 4' ELEV. FIN. o I I 4' ELEV. FIN 0 0 `o I CONIC. SLAB I I CONC. SLAB I CONC. SLAB CONC. SLAB ,00f, CO 1 PW01 ® I ELEV. APPROX. ® I PW01 I I - - - - - - D1 � ( 1 I 1-1/2" BELOW F.F. — — I � 2 ELEV. CAN BE NO — — ■ C.J. _ 1- - - - I = - - - ,- C.J. 1 - - o ELEV. ROX. I MORE THAN 1 112" o C.J. C.J. - I ■ - _ - r - ■ N w I I N W I ;n 1 112" BELOW F.F.II� I Ell BELOW TOP OF 10 I a N 1 1 ■ 1'-4" 5'-8" o I I o ELEV. CAN BE Nd t I EGRESS DOOR 5'-8" 1'-4" T-O" x 3A" x V-0" 1 I � I MORE THAN 1-1/21- 1 THRESHOLD. I I I T-0" x T-0" x V-0" w/ (4) #5 EW. N L o I o I 1 I F- BELOW TOP OF FIELD VERIFY 9 1 L N w/ (4) #5 E.W. S3 S3 I I ® T EGRESS DOOR I ® I I I I S3 S3 55 I I 55 I THRESHOLD. 1 1 1 55 I I 1 55 D1 I 1 D1 FIELD VERIFY D1 I I D1 ■ I , I 1 , I �. 1 I� � I I I � I I � I I' I I I I I = S3 J I I I S3 o I "SEE S3 - I I S3 ■ ■ S3 S3 I 1 Q S-3 FOR 'n I ■ L * "SEE S-3 FOR b 1 `n (0 RECESS OPT." L L — — — — — — _j 1 — — — — — RECESS OPT." N L L I iv + ® ■ T�,V�v S3 S3 HOSE ■HOSE (2) #5 VERTICALS (2) #5 VERTICALS HSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB WIIN FILLED CELL WIN FILLED CELL BIB BIB W/IN FILLED CELL W/IN FILLED CELL BIB 10 1'-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" 1 V-4" 11'4" 1 V-4" 1 V-4" 6-8" 6'-8" 01 7'-0" 22'-8" 13'-4" 22'-8" Ak7'-0" 72'-8" FOUNDATION PLAN SCALE: )/4"=V-0" C'V ca 0 =o C2 oo o � a v co"_ L— C= cc f-.) N _ -o an x _ C u'- d H f0 O a- N N O lO Q N � � 3 d W o c.j W _C�o � T y Q- c � m o a Ccp e z ter • \r` � ``r cli L d�ryi� s�, .ffldjj To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W a 0 E M ° O 0) O N CMO C c0 O H 5 X) N c; a LL •J W a �<Lt' a Y m c n W __. :a o o W C-, �_ O W T. U °' M ZLL Q ZN O U W 0p o N 80 N Q J 0- E3 M 0 S W cn LLJ O w g t,es Y V) �N Ri F- U CLi w � •. r — J E mI L U z :1: i11 C) o m N m �m rl— CDw co J ¢ Z CM M oO m � J U- Q E w� -0 w >N Zo 0 UU (D F <U oa j0 O E �� gr aZ CN t woo r U5 aQ oY mo o, CUOa� J 10g aw Z5 0 Cl) Q m oo� zz son N C 2i w aZ mw Mill v a0 �~ � o coMj w¢ >° a oQ °� o T— > d' _ C m NO � � Co T N L CN N r CAI LJ 00 _0 0 N r m LO O Lo N _ Ln O �r r T 1� � o E m O Z6 Z z E M a E U -i Q p C JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 2 fY�t OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 MIRROR l _ 1 1- l4 4-1 1 Li BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38J 18JX37J S.H. 14 20X50J 187X50 S.H. 15 20X63 184X62J S.H. 16 20X72 184X71� S.H. 1 H2 27 1/4 X 26 26 X 25 4 S. H. 1H3 271/4X38J 26x37T' S.H. 1 H4 27 a X 50 1 26 x 50 S. H. 1115 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37J•X26 36JX251/2 S.H. 23 37 J X 38 $ 36 J X 37 3/4 S. H. 24 37JX50$ 36J•X50 S.H. 25 37JX63 36�X621/2 S.H. 26 37JX72 3671X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 S. H. 33 54 X 38 $ 52 4 X 37 Jq S.H. 34 54 X 50 e 52 4 X 50 S.H. 35 54X63 5271X62 S.H. 36 54 X 72 52 J X 714 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT2nd DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER CO \� SLOPE CEILING TO MATCH STAIR RISE F. FL. ��\ --Ll F. FL. 18 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 17 16 15 14 �� 13 �� U 12 Z 11 CONT. 10 HAND RAIL w 9 U rn 8 Q rn �� 7 6 = 5 z g 2x STRINGERS 4 3 _00 2 F. FL. , F. L. HANDRAIL DETAIL 14 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"1 AND TYP. STAIR SECTION_ 3" FROM EA. END. SCALE: 1/4" = 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 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 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 'Y2 inch. A nosing projection not less than 3/4 inch and not more than 1114 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. 18'-4" VERIFY AC PAD I I I A/C LOCATION ROF A OUTDOOR LIVING S3 :04 9'-4" CLG. A.F.F. o CONCRETE 8" 6'-0" 10'-8" T-10" 3'-10" 2'-8" 6'-8" = o� 6068 SGD '® ® ■ ■ C - 080 5-SH 2468 REF 7'-11 " 3'-2" 6'-7' o NO0 c 3 o DINING N KITCHEN Q I'� 9'-4" FLAT CLG. 9'-4" FLAT CLG. TILE TILE 0o _ SINKw/ D/W DISPOSAL F----I 19 0 O - - - J r FLRG. LINE _ ;7:12x8 WALL 8'-0" 6'- 3'-8" 16" CNTR. AT 42" ;n o f A.F.F. 1/2 WALL in io O N CAPPED v 1 r II UP 2 3 rrni 60 4 o Fh GREAT ROOMAll 5 D1 TYP. U.N.O _ 9'-4" FLAT CLG. 6 - CARPET 7 13'-8" - 0 40 7 r; `O S3 10 I v o�LO v7 Ch N N 10 0 16" SQUARE- CMU COLUMN 6'-8" 2'-8" 4'-4" *NO UPLIFT* - ® Q - - - - S4 - - - FLRG. LINE H1 N-:IPVVp --------- ----- r V V 1� _ J TILE (V I (n N -J FOYER.,Ca 2868 9 -4 FLAT CLG. g TILE Cj OP oo EDGE OF SLAB 2" 00 F- TT.O.M, BEYOND WALL 9-4'0 7'-0" M © 3068 I 2'-0' 4' -0' I 2'- " 4'-8" EN Y 1 9'-4" PLG. A.F.F. COINCRETE C� 600 r� o_ 00 -10 00 ■ �O O o HB 5'-8" 1' BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAG E 9'-4" FLAT CLG. r--------- I I ------ I I I LINE OF 2nd STRY. I ABV. - - - -I- I **NOTE * I BLK. WALLS RE 8'-8" TALL FOR "A" NIT 5'-8" FROM FRONT OF GARAGE I K I TYP. @ I S4 GARAGE 8'x7' GARAGE OOR 8'-0" fill i i' A'- 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" D1 1 02 00 b I 0 in I v CV FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) F- ro-w 3 4' 12'-0" 3'-0" OF 30 1'-4" 1'-8" 3'-10" S-0" 3'-10" 2'-8" 1 O � MOD 25 H S MOD 25 SH ( 39" x 59") (39" x 59") EGRESS EGRESS I o - o0 F, I OWNER'S zo 55 BEDROOM D1 -- TYP. U.N.O. M�a 8'-0" FLAT CLG. I CARPET (V o _ - ib b N _ _ 17'-8" (D co 6'-4" - 4'-4" 7'-0" I M.C. R&S 0 0. B T H I 22"x36" 8'-1 FLA CARP CLG. ATTIC T ACCESS - WIC I N 00 CD FLAT CLG co CV `» 00 c00o 8'�O" ICARPET I PW01 IDJ rn -- __________ I TYP. OU) F0 R&S cv � �E ' 2868 _ I T- 5 6 7 TO 00 Fb - 7' A. (0 8 N 60"x AHU 9 r 00 _ -1 C° - OWER P 1= I 10 � C7 R/A I I 11 �n ( 5' 11a 4'-4" 3 4. 3 8., 19 f 13 LOFT r AllCO _ I � 00 8'-0" FLAT CLG. 14 CARPET 15 00 o ' - I 00 N 16 I c° 17 UP 18 T A.F.F. � - 0 1/2 WALL CAPPED - = 5'-4 40 O� 1'-10" N 9'-6" _ O � N - o BAT 2668 8'-1 FLAT CLG CARPET M.C. 0 WIC 8'-1 FLAT CLG. N CARPET 2668 _ a, ----- ---- M BEDROOM 2 R&S T F-0" FLAT CLG. * CARPET - T� G.T. - - - - G.T. 00 10 © o 10 MOD 25 SH ( 39" x 59" ) EGRESS 3'-8" 3'-10" 3'-10" 4'-0" 7'-4" 00 0 00 7'-0" 11'-4" LO 18'-4" 01 O _ O 2ND FLOOR PLAN - UNIT -A 1532 SCALE: 1'4'=V-0" OPENING PRESSURES ENCLOSED- EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 F +26.6 / -33.5 JGSEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 beequipped with solid wood doors 9 9 not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL W/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 RLL BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OA G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. s.J c tt� r Q CDcc C y ca o Cn u, y-co 4 C14 Y d E"J c 0 -ts V._ • cc -ie y W .cd c o � a E _ �o t1 U 0 �fr. p l�a�tf6 • ' i 'r • J�!•,C-4 e J r1 D :' vCg - (�A ��,FOSSIOt�� 4� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W C- E a C 8 o o 0 �W °' 7 p N 4 N S J Q = J 52 LL LLI a W =- a Y Z L D C? _ � O W O @ N � m w W rn m Z Z a J N o<LL U o Z W El El V M Q Nt+J o z o � Q J V) a U `o LL 1 T' Cn d11 R ° (J O V) y ws U � W t- L U Xl�..,• U ) y Q 0 ° �m CD o co J w z C.".)M 0 i -1 L L cu E z o - wz Z N ¢� Z© oa o - D Cro �< w� S� w= CVIt o w <o m� C/) C _ C y U 0, Z - >z Aor Cn 2 a� zz a 3 Q S< g° az �W o aQ 1.o O V �za as 0U� o r .L > rn CV Co � r N CrN N T N �/� V) L) 00 m N }, � 2 � Q N �Qo TLO 00 o m � C) iri Z `m Z E h E ai tl O a U � Q C) I J JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET N0. 3 OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR M \\ TOWEL BAR L' o i_ ao QO'Y--1- 0 0 0 In O . co 1 U BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3A" TOTAL RUN = 14'-2" \ \ 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ \ \ -----------------1�-- 18 \ 17 \\ 16 \ \ 15 \ 14 \\ 13 12 11 8 2x STRINGERS J •\O 14'-2" 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 20X26 18JX25 S.H. 13 20X38J 18'X37 S.H. 14 20 X 50 J 18 ;1 X 50 S.H. 15 20 X 63 1871 X 621 S.H. 16 20 X 72 1812 X 711 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 a 26 x 50 S. H. 1H5 27aX63 26X621/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J4 X 26 36 J X 25 112 S.H. 23 37 a X 38 $ 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 112 S. H. 26 37 J X 72 36 4 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 7'X 25 S. H. 33 54 X 38 J 52 J X 37 i S. H. 34 54 X 50 J 52 J X 50 S. H. 35 54 X 63 5271 X 62 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. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. M� CONT. HAND RAIL 0 TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 HS (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 U F. FL. I DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" 3"FROMEA..ENDc.AND HANDRAIL DETAIL SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/z 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 318 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 vertical) from the sloped lane adjoining the tread nosing, or finish surface of 9 Y P P J 9 9, 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. 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o co CONCRETE iD -0" 16'-8" ME 6'-8" 3'-10" 3'-10" 2'-8" - O 6068 SGID 6' ~ 802 C O °� 4 REF "2468 °° I o0 <D I CD 2" 6'-7" a I O O DINING N KITCHEN W I �� N 9'-4" FLAT CLG. 9'-4" FLAT CLG. 0 TILE TILE I iio I SINK w/ I ib Lc, D/W DISPOSAL I CO F - - -J I I I I � � r---J L___J FLRG. LINE -------- - 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42" ;n r 7 10 A.F.F. 1/2 WALL v CO CAPPED f 1 UP 2 >04 )04 = II 3 - C N I 4 chi GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET 00 14'-0" _ 7 eo co co _ 9 PW0- D1 10 _ GG 11 TYP. S3 12 �? 2x6 WALL 7'-0" 2'-8" 4'-4" o n _ _ _ *NO UPLIFT* z_ PW01 FLRG. LINE Q - - ---- - 00 0 �O I- V V R D1 S4 N-----' TYP. N I� H1 TILE FOYER N I o 9'-4" FLAT CLG. 2868 _ TILE 00 00 EDGE OF SLAB 2" 00 -1 co 9'-4" BEYOND WALL `~ T.O.M. `r o 7'-4" m 2'-6" 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION o WHEN d REQUIRED PER 2'-0" 4'-8" FBC in 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE o? 9'-4" CLG. A.F.F. o CONCRETE 16 N o 0 r- - - - - - - - - - - - - - - - 10 _ I � I V I I �b I I oo I I I I 10 I I O0 0 j TYP. @ O° j 0 ih � I GARAGE _ I I K I _ S4 j v �11 ® Of..�f !l A MA(l.0 12 R(1llr] V-8" 8'-0" L 1'-8" M3 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4'=1'-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: X"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET HO 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 +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. Bd. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" r■■■■■■■■■■■■■■■■■■■...■r tr.u■r.r•�r.r•■■■urrno■rrraMASONRY• • 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 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N c� C) 0 W ® a Z �� C co C-a N to s _ mom,=a a 3 L is a3, aU a y Q C- co C a v L Q "p0�iso€Y�t rilz.� syyw •" >. N •� ti . rpm 1 !�t lei 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. 0) W o E o m 8 V G N N o c o .2- N tI/ PPg =�� r r-J a � �ma 3 w IL Z b N O Z LLW C/) m w U) N Z Q J 0 N O U Cr O Z co W N M o g z N z o � ri N M z Cr3 `o �N w m C' V O, N f f o toss U w J = L U (� =O y U)Y M 0 _0 �m ti o w co cy7 i o Z U_ E o� _a o Q E OCU wz Z® oa H - o E o x0 &a ao �0 S= az L Q Cn C: Z Y m i o Z C Cn J W C) �: m zZ 30 N Q � oa wLL a Z �w U 3 <0 oLL _ r� w =� >O CD co V Z< a 0� o T > �' Z a� rn B r� N (D O Co I M T CN N N N ISM r Cr N U) U 00 }, m �N� H +r ON N � CD 1 f � T a) w T o E 'E o N Z Z E E m U 0 Q p JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 5 C c c 1ST FLOOR BUILDING PLAN SCALE: /4"=V-0" CD Q .ij W L O G r— O CO C- N '- cp to mt a-� C LL �- y 'ca O •tn-'t9 CV t O f0 fN Di d 'E c �a;c t •¢ � c o � T y G C, E Ccr-J d W i O Z'111v"1114111� '011,ry4,kott ••� v. •` G, i`) lry� ACV •i •' � 0 4' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 0 E M a o 0 O CD r- N 0 MM ) r, n 0 p J M JW a N LNL Wd Z= - CL 13 L0 o i0 -C O N W O W0nY m J Z IL LL LO M Z< Q N W O C-)U v Z W ❑E] z N 0 0 m N Q � Q J r v� 11 � M ! �O /� . l C W1lJ O W T' C 7 LLJ � V O W oJim N Ly N v ' ) < U !— =W r N U o Q m �m r— O co J w z co cozo w z Q J E O z z© ¢ 0 i_ � X J ¢ ¢ 00 O ¢ O E CD N (a i a z W a a Z w z rp V) a oY N m O °, Q W � ¢ Z Z O J was cl p4 wLL d nw O az �F =3 yo O V o� zI¢ a o� O 2 o T .N d' _ ai rn N � � G- L N� r— N C) Lnn N N v, 0 00 N m LO O (N C:) _ N O _- r ui E _T T 00 c o m Q Z Z E `m E U J Q 0 C J JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 6 Sl 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" > LU C:) C2 C= cc C-) C-W�I C14 cc 4= E 3: Cz kn -t3 CD O �rllll� WAY r rc 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 ofthe drawing pages bearing Engineers signature and seal, V) W 'IT 0 E gO m 8 IN 1� CD 0 co LL CN CD ;t co —j LL LU LL CL -a IL Z a - 2 9 — Ri CN 0 U) zO LMLLLI L0 CI) Z IL a 0<� 0 z L) C/) LLI El F-1 10 U) V) Q) 4—LL M LU 0- 0 L.0 V) �V) U) C) U=, J A l 1 0 g Ri U it C2, 0 U) 0 CY3 co 0 z < UL c6- E CL 0 E U M 00 C6 CL O E 20 O < 0 C:) CN Qo -.0,M fu C o r .0 0, z U) 0 -.00 z Cn Cn 2 ;� 00 <. z W > 0 SF oz CD CDaF WCIS 0 co 0§ai rn CU CIq CO C�j CN Lr) CN CT Y 00 0 LO O LO C:) CD C14 CD U-) U') 00 (D E 0 M 0 z E E ai ca FL 0 C13 U < a) JOB NO: 22-09475-09478 SCALE : AS NOTED_ SHEET NO. 7 -1 FIF - -7 A WATER TABLE DETAIL SCALE: 1/2"=1'-0" ""� KEYSTONE DETAIL SCALE: 1 /2"=1 '-0" 12 12 4.01 14.0 FIBERGLASS FIBERGLASS SHINGLES - SHINGLES 000 T.O.P. T.O.P. HDR. 00 CD F.FL. 16" BAND cv CLG. HGT. o CO 'v F.FL. _ 01 — — TIN -I VINY O ' �FOA GGG� SHU ERS (TYP. Z MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z —(V —CV TEXTURED FINISH TEXTURED FINISH ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑ UNIT -A 1532 FIBERGLASS SHINGLES ❑ ❑ ❑ ❑ ❑❑❑❑ ❑❑❑❑ UNIT-C 1624 HDR CD 01 ❑� co MOD 25 SH o Z — _ 16" BAND F.FL -- —------_--- CLG. HGT v ❑❑❑❑ ❑❑❑❑ ❑❑ CO o v ❑❑❑❑ ❑❑❑❑ ❑❑ LO T l ❑❑❑❑ ❑❑❑❑ 0� F.FL UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION SCALE: 3/16" = 1'-0" 1 �2 4.0 FIBERGLASS SHINGLES T.O.P. — — T.O.P. HDR. ----- HDR 80 o o 50 EO o Z_ MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH F.FL. N F.FL T n NA T r) NA - t F.FL. TEXTURED FINISH — — — — — — — — — — I TEXTURED FINISH 1 — I T — — F.FLS� o 00 — — — — — — o 00 *41 — — — — — — — — — — L1 L��:l I L L; L.L- J 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having 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" Q.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 0 o N ccO L N y C cc 3 ca L � o dcc " C � O - - o W w a P® �* U V � i 6ii P Q •P6Pa �.� d,,, icF t •ua a G;' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 E 3 !y y 0 0 0 m O r srn� N N "10a aiMv -J a w L Y W ul S � Q 0 7 M N rn�00 m Z IL LL L0 NZ ZN O U � 0. IN 0 El O � N Z o Q M ui v o a--J f>3 W O N N LU o w .o yes co w m j U 'o m o o C J w M M zZ oS z z q L- 0- E 0 z w� Zo za caca Zq C1 OE k O z q�% 0 ❑H ¢� L M C./) — z U w O Fo Z Z J q W i n cn T 0 O z o Q U a 0 _ Sj o az wF �3 z �o o CO pl 0= r d' ¢ U 3 o r > ui rn N co Co CID r CV N N Cr N T N 00 o � m LOr , O NO <o r �:— 00 O m j O N Z Z E rn c a U -1 Q p c JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 8 C _ 50 o i9 2n CLC 60 1. C C o0 Zo =L. IGT R. C o, e0 LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION 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 txterior 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 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. I 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 N c®�a >� L, C= cc m 1 If y, <C O a_ Co 4 r C'V � d >_ y CX U r M N Q. _E fC O d U L.. 0 IR0. WA, (V—)vc� ( L O Op £Yt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NN W g v E O 3 0 O N � o CC.: .5. co rn r U! w t1I � cnr� r--� N O W V 03IQ (h "T1 J C -J W a LL W d �°Dv o Z m a � W Y o p @ N � Y W L IL - ° Zo m w o LO co �p N O U ¢ o Z W ❑ ❑ z N o g z00 z o Q J N z U, Qi 0 a)) U 0 o ,,,Ln wrd U c UJ J ~ E i F� U o � rn _[ o C w m co h< off' z z < U- w E�o C ° z o of w Y N <� z© o� E — X OU &< w� � OU o< o E O ro 04 � � a z w o o Qo d z w z w� 0, �S m p z az iv o g° v ¢o s� I- � CZ) oZ Jw << �3 = 'o (O a V �la o r LL ci N0 cc Lo r � T N CT N N r N W U 60 m N r LO 0 N Q _ � � N CD T LO ' E= 00 o M�o� Z `m Z E a E U Q o JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 9 r0I ;;h: b r Y f NON -VENTING SOFFIT NON -VENTING SOFFIT AIr1Al \/CAITIAIIl% On= kinKI Cn=1 ZONE-2 ATTIC SPACE 110 SQ FT. ATTIC SPACE NON -VENTING SOFFIT PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. M SUB -FASCIA EXTEND THE (2) LAYERS OF I THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER aration Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. rk SEE PLAN 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 April 09, 2018 Bearing Wall Rating —. 2 HR. Nanbearing Wall Rating — 2 HR, This design wasevaluated using a load design mathad ether than. the. Limit state&Design Method (e8., warking stress DeMan Mat Nad). Far jurisdictions employing the Limit states Desgn Methad, such as Canada, aload restriction factor shall be used - sae Guide BXUYae BXUYI * indicates such products shall bear tha UL or CUL Certification Mark fine ju risd let inns amploying the UL or CUL Cartif caticn (such as Canada), respectively. 11 PO J c: 0I J a� '��f�I ,4 } i 1.. Concrete Blocks* —Various designs, Classification D-2 (2hr). See Concrete Blocks category for list of eligiaie manufacturers. ? Mortar — Blocks laid in full bed of mortar, nom. 318 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp and to L part Portland cement (proportioned by volume) and not more than ISO percent hydrated Ilme (by cement volume). Vertical joints staggered. 3: Portland Cement Stucco or Gypsum Plaster — Add 112 hr to classification If used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of I-1/2 hr. Attached to concrete blocks (Item 1), 4 Loose Masonry Fill — If all core spaces.. are filled with loose dry expanded slag, expanded clay or shale (Rotary. Kiln Process), }eater repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick. max, 4 ftwlde sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnergyShleld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF Pro and EnergyShleld Ply Pro CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "Eoverga" CI Foil Exterior Wall Insulation" and "Eoverge„ CI Glass Exterior Wall Insulation" HUNTER PANELS — Types Xcl-Class A; Xcl 286 RMAX OPERATING L L C — "TSX-8500", '•TSX-a510", "The rmas heath-XP", "ECOMAXai", "Thermasheath-3", "Durasheath-3" THE DOW CHEMICAL CO —Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulatlon, Thermax Metal Building Board. Thermax White Finish Insulation, Thermax,ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R' ci Insulation 5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom49 by 48 or 96 in. RMAR OPERATING L L C — "Tfiermasheath-SI", "ECoaASEd", "ThermaBase-CI" * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-04-09 GA FILE NO. ASW 0810 GYPSUM PANEL' PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and telling runners with steel H stud between adjacent pairs of gypsum panels. (Il I A 314 minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 112" regular gypsum waliboard each side of assembly and 3-1/2' glass fiber in stud space on both sides. Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC.......... ...... I ............. ......... 1" DenS%1a8S0 Shaftliner 11-314" (Sound) Approx. Weight: 9.5 psf Fxe Test: WH1495-1290, 11-15-94; ITS Design GPIWA 12w)4; WH1495.1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; ITS 3160814COQ-002, 8.30-08; UL R2717, 04NK03115, 1-18-04, UL Design U373 Sound Test. RAL TL10-291, 8-31-10 ROOF PLAN SCALE: Y4"=1'-0" o O W Cc, ci a eh eo cox v c Ls. a vs coo >,- CW L d � '� C ate—• Q �'3 CIZ cc d v Ct w�• 7 C t� l� V C gg g 55 p yg,aGp1 C ceti�`Lt�O^tCBfr 1 4 �`" •rev" O op To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 0 E � V o o �, 00aN�- u7�C N r N N Q O"1D ai C) itW J W W ca LL u- 55 , ELW -d z — d Y L 2 V W 'f6 O (O y 0 �O�o' or �O Z IL w co N 0 Z N O U U v IN z N M og N Q Q S Q r to m z a N0 v7 W Uto O V) �N W o L tlo6 U co Lu m i— — T 2 '� w d � V O N 0 o C::, C.0 m co z M M N o G _1 C6 C:)-O E ¢ O wz ¢n z© oa U Co w� 00 H O E x� a< z '0 o, wz CV w c ao o nt 7t— i (6 Cn ^ z oY � m0 o o z, —� m aw ZE Z (7 Q < ed ru oa z go a z Toc C) c, < o� N r� c� CD <r .o a OU � Ozl¢ o T' i V = N rn N Q� C r CV N C) Ln CT N N T `J /^ U 00 U/ N m a LO O LO N Q _ (N T _T E 00 m CD ri z z E d o U � a? Q pm c JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 10 I c c u LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-0" DING WHICH TYPE =S ARE ORDERED ZD BRG OR TRUSSES a INTO MASONRY) FOR IS TO FOLLOW EET REQUIRED DUE PE OF TRUSSES TO -ED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 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 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 1165/1060 ** 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 MT312 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V I (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (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) 16E 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 1 112" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **` DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (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 I 11 O INTERSECTIONS. SPLICING M TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSHCLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. ISO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA R OOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 11 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 1V32" EXP. 1 ('3/16) TILE: 1Y32' EXP. 1 (3�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 1532', 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] ps COCD as -o 7 W u: o p, N e coo rn. N s Ln y o J a� c, E s c 3 cc io y m s u as � c a G� N c E c 0. t . 0 INN •. �,Z V.�" dU0r o '• <t` LU L 0 ,g � ••••...,••°° `vim ,� � qti 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 a vE 0 CD co o 0 0 W W CO:N 5N Cn N r�i N 5 J co co J SZ W 0 IQ v Z J W —a a Y W L:°o Y 7 (0 CV � o W Z N L LLZ ��oo of w Cl) Z a jJ- I `n N r U U UO W 00 U m O z O Q —o Q ? U)L/) cNi Z v CD 0 w 'N rn w U 0 � LU o � w a Ln v7 (ti3 r— U � gigW s Ira - N o co J w z co M ° p Z 4 J L.L Q E O E zo oo >N za ¢N z© U Fm x0 �a 0o o� O M Qa Wz N L o ¢Z �w m0 . rp p Cn W 3 w 0 m ZO zz a �o CD CD V 5 a o r E2 > �r = N � L r coCN N O L NCr N r N U 00 m N^ r }, L , � O 04 Q N CD LO r LO ai E w T 00 o � O ii Z Z C E E `m c IL U _j Q p J JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. 11 1UNIT-A 1532 ILINIT-C 1624 1UNIT-C 1624 ROOF FRAMING PLAN SCALE: Y4"=1'-0" IUNIT-A 1532 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 (2) SIMPSON HTSM16 STRAPS W/ (4) 1/" x 2 1/4" TITENS AND (8) 10d x 1 'Y2" NAILS ONE TO EACH SIDE OF GIRDER. INSTALL GIRDER CONNECTIONS PRIOR TO TRUSS TO TRUSS BUCKETS. 9 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. 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 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 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" 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/ (3 ) 1 0 SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (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 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ,ARRIER R 2 PLY CARRIER - (A)� xCONTLEDGER 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:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 T045 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:121 a=4ft AREA ROOF 1 2e 2n 2r I3I 3e I 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -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: 7/s' EXP. 1 (2V16) or 1V32" EXP. 1 (33/ls) TILE: t%32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", 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. [4:121-[12:12] N 0 N c 0 C3 CS CS vN c_LA- a. N to l0 O L O sa Q � N 'Y 3 m CD Q m co., 3 co � d .c . _ aj CU � T N !- c � o d U 0 d •� S �v•• • ._ . v �V N U 0�'t' . _ FL S S 101,� /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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a �E 0 0 co 8 V C 0 C,° m ti ai ��00 (n r rn n .! �6 CLLH N O M V G LL L-,w co JELL d uj -6c ; a Z m r D 0 W w o 7 (6 N ( D ��°'�' m w _ ILLL U) Cl)N Z N < = OU < U W E10 Las z N o o � QQN z O Q Q � — rNi Z a +0M w c U _ 0 N w o C ups w � j..., I_ J E ci o N V U) ®� N O o to - w z Ch M J p z Q Q E ti oo 'i'z zo aw z© oa O �< wx D OO o� O E N r0 d p <z a Z ww L rp c c O X y O C,Cn 0, z Q W N (n N Q Z Z 5� Von o a ,o S wa >° co R W o r .L > �t = N0 C0 co N O L N Nr 00 T }, m �N/� L / }� O -� NN O O T L^ � r E E 1T c oo a m � Q Z z E @ 0 E U J Q p c c JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 12 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 FqT 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 K* 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH jR 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 ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER NMI PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN GID (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I — I I HAN I BOX I I LAV 1\ _I I 3 L TUB/ W/C SHOWER ELECTRICAL SPECIFICATION NOTES: 3 JVTR IL ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE I OF FIXTURE TO BE USED. LIGHT FIXTURES I SHOWN ARE FOR LOCATION PURPOSES. I I OPT. LAV I L� � I II II ti W/C SHOWER STUDOR F� R VENT DBL SINK W/ DISP. LAV W/C 3" 2" —3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 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 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed ---, I -I I _ fr #4 Solid COPPER Ground 3" C.O. II 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 COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 SCALE: Ya"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS L 2ND ELECTRICAL — UNIT —A 1532 SCALE: Y4'=1'-0" cr UM o O ate-+ O C 14 U N -.omx _o j E C ee m w i 4) G CU f4 7`i 4n i1 C E M ra � C-9 p tV CV 0 00 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a vE 0 C') o i _ ® o o c 0 o :5 L0 N 0 i N Q rNi oV 2S C: J B 2 C1313 LL55 _ — d � W W d. W a Y Z m =�o y o m W W L LL Z 2 N NZ m Q J Z N 00 < C) W E10 04 Q N (7 O z z fn__� to M z 0) (D 0 a- J C-/ ® U M OW NLn c y U W J U o N c U) Y ¢ ®0 .4 o � w Z CJ J � _j of E Q owz o oLL a � Z© oa XOU 0 O U CQ O C d p U a z CV w o 0 C ¢ L rp C Z zY m 0 O oCn f Z- Q J yo < aw Z z N p < d O Z U a o oW = �3 w` x �0 �° o O V z¢ aF 003 o T .N >� L_ 1 N of Co N c . Co L r CID T— N N r C N �./ i� W 0 CEO N O Np +—+ N 0) OLO L0 T- T E r W 0 co :3 C) N z z E a U _j Q p CD JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 13 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 WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G. F.I. HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) (-� USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER I ELECTRIC PANEL J DISCONNECT SWITCH Q, 19 ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR JIL JIB I I I I I I I I I I OPT. i LAV LAV I HANSON I BOX 1 I I 3., I LAV �\ W/C 1 3" SHOWER TUB/ W/C SHOWER STUDOR F� VENT DBL SINK W/ DISP. LAV I WIC 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 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 Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS Q 800 AMP O TERMINAL BOX O TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN O O 150 AMP 150 AMP O O 150 AMP 150 AMP GROUND 1/0 CU. TO BUILDING STEEL C.O. 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17 LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT j WP GFI iM KITCHEN 1 JFI O -ttr----------- - ------ --- - - - G F I - - - - SWITCH FOR DISPOSAL IN CAB UNDER SINK - � I I - GREAT ROOM �N,� /�>ROUGH-IN\ ❑ FOR OPT. CH _ FAN/LIGHT 1 - I I I 1 / I I I DB ENtRY I WPo- LIGHT AS U GFI PEAS1, PELCS DB & GFI TO ----------- BE ALIGNED VERTICALLY i O C.M 1■[�Z►7�14� 1 GFI @ 44" ' \ W.H. A.F.F. 1 \ O t I I GARAGE I I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r- — — I — — — — — — — — — — — — — — I I _ bz I a I a I � � I I W >W I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: Ya"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. � — —I OWNER'S BEDROOM <�\ /_'>ROUGH -IN FOR OPT. FAN/LIGHT J V MMMMM FI 0. BATH a BATH 2 '_';�_17 -----------I I � I L JWIC — — — — — — — — — — J STAI ULJ' ` LOFT C.M \ S.D. � I 1 // TROUGH -IN FOR OPT. FAN/LIGHT \BEDROOM 2 NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 2ND ELECTRICA SCALE: Y4'=V-0" O L -UNIT-A 1532 cc3 �• c .Q O a w 'C CC Lt N -o x N 61 C J 3 a!` m d E� w CJ 3 CU d U U CU N O- C E � O Q U 42 N N 0 00 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a E O CD M V_ cc"U N N CA 0 N W G 73 C9 7 LL7 V) (O N N w�tia 04 v a C103�e q C J J LL _ LL Lu d w o Z warn U) rroo� 73 M � a 0 W I_ �26_jO� w Z L u'4 N Cl) Z m N O Z U < � W El El Z N M o o Z � N a a - r` N M z 0 0 4 (U w U w o {11t6 v C W J U V Ca o N c U) 00 0 ®0 em o � w M M yr ¢ o � z 2 J m E E o w f^ X o - OU CD ao o< aZ o IT ao L � Y mi o 0, N ym aw z= son Q NMEN wLL dz �w o o co w �O a= o T rn �' ro C'V Cfl L co CN N � �- N N T N v, r A Y 00 0 N L 0 I=- �' C) LO N LO r T ai w T 00 o E M = � O N z z E a c cc d U _j Q p JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 13 III Illii �iid�l� III' �! I �� F-- T--, r-T— i ELECTRICAL SPECIFICATION 3" VTR NOTES: 3" VTR JIB JII- ELECTRICAL CONTRACTOR I I MUST VERIFY WITH THE I I I SPECIFICATIONS FOR THE TYPE j I OF FIXTURE TO BE USED. LIGHT 'I - j I 0 FIXTURES SHOWN ARE FOR LAV V I LOCATION PURPOSES. j ILNSON I X I I I 3 I I W/C LAV SHOWER 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 PEFG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 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 EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL j DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ti TUB/ W/C SHOWER AATA STUDOR VENTQ DBL SINK L W1 DISP. W/C q'. 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 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP N 11� -200 A P Serial Cable NEMA r 3R I Power Co. Feed � _ _ir #4 Solid COPPER Ground II 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. DISCONNECT — — — — — — — — — — — — — — — — — — — — — — — — — OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI .All \Q GFI I jGpFI IC7 DINING I KITCHEN 1 I / GI rC'aF1—� -------- ..—. -------._. - - - GFI � - - - SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M II \ I GREAT ROOM /,'>ROUGH -IN\ f FOR OPT. CH FAN/LIGHT y� � r I I UPSTAIRS 1 / 17 -- -- ----- ------ ki V V 1 \ . I FOYER G GFI \ @ 44" W.H. / A.F.F. 1 ` O I 1 DB / I NTRY WP / I GARAG E IGHT AS b GFI I ER SPECS ` DB & GFI TO I 1 BE ALIGNED I GARAGE VERTICALLY LIGHT AS PER SPECS I GARAGE / \_8 DOOR / GFI --------------- / I I IZ LU I Ip Z I I�z Q I a = I0 Q I 1 Uj !Z Hz ICU I� W U_ < i> LU \�0 COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: V4"=1'-0" ey -a a� -c cm CD w Z r ram+ O CL a C lS V N co L N d O 14 Q w+ N Y 3 a'• W = c d +_= as C, Q R ! c cm � T, c E cs c% L� 0 CV fV 0 CV co 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a v E 0 M 8 C? G (000 o N N2 co N n N v)�� Q ,^ V C J LL W a LL 0- Lu — o a :e Z m c =@o y o W(�O_jO� m w IL Z N NCl) Z Q J Z O U U O cc W El❑ z � o o � N z � � M N z fa W m `r 0 Ln W o Ln c J •". �! agoW _ E ai U o m of:Y _® 3 �m o� co w m M J � � Li Q E � O zo oLL wz >n z0 oa ♦� � — �o SOU O E a p < a z N N <o, �w i C/j ��z O Y p Z' Zfn - N J w ¢ iz Cn 2 3 op Z go Q �w T wLL F - CO a t- V oz¢ 003 0 1— > L=L ui CN G0 CID r GV N O L N NT \ / U) Y v, 2 00 0 N O CVo Q _ oO Q r r d- E c 00.. o co y Z Z E Ecc c a U _j Q p JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 15 VI llilHIA_� r ELECTRICAL SPECIFICATION 3" VTR NOTES: 3" VTR JIL JIL I ELECTRICAL CONTRACTOR I I I MUST VERIFY WITH THE I I SPECIFICATIONS FOR THE TYPE j I OF FIXTURE TO BE USED. LIGHT OPT. j FIXTURES SHOWN ARE FOR —��, I L LOCATION PURPOSES. r I I LAV I I HANSON I BOX I 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 PEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET 1771 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ❑TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER �In ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT � ;\ I W/C LAV 'i I 3" SHOWER ti TUB/ W/C SHOWER 3" "Q=F,,LR OUTDOOR LIVING STUDOR �' C.O. DBL VENT W/ DBLDISPSINK INSTALL LIGHT �� ROUGH -IN 2., FOR OPT. LAV W/C 3" 3 FAN/LIGHT WP Z, GFI 3 \ 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 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP O TERMINAL BOX O TENANT PANEL w! 150 150 AMP 150 AMP AMP INSIDE MAIN O O 150 AMP 150 AMP 0O 1P 150 AMP GROUND 1/0 CU. TO BUILDING STEEL N 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING 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 0 /----- U --- I 1 DINING KITCHEN lk i J GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK NN GREAT ROOM /,>ROUGH -IN\ FOR OPT. �FAN/LIGHT � I r I I� I l / 1 / VTRY I, GHT AS b ER SPECS I I FI I I I I I I GEL C.M 1 UPSTAIRS r GFI @ 44" ` \ W.H. A.F.F. ' ` O I \ GARAGE I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I Ip Z I I� a I I0 Q I I� w I Ij I j I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: y4'=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 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: Y4"=V-0" e% cv CP t� o C3 Z N cd p i n a d � a, ;E__ m � 3 a N =• E C a a: v CV CV 0 CV LCO 00 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 E M o 0 oo m N 0 N O ��o � tii Q M V C J � LL L LL U LLLu uJ d I^ Z f 66 -C LL (Y W D CD m N o Y o w W U)�Qj Z m � 0 N O U Z W 00 o g z N Q Q J Ln M z Q) C D a +-, V O V1 u, g c uss �NU) 0 J ••`� allLLi — _ E L Q U O y 0 Q o w co co Z z a J LL c E Q O zo �o U, <Z Qo z © o� E: U CU CL o M CV O a< Wz O OU O4 ww o Q L SEENWOY L (� Z U m 0 1 O O, Z _ C � v �o aw Zz 50 son OEM N oW U ao zG — az 3 xF o w o 0 �o az v °3 0 1— >� a; m N coC � V (y O N `0 Cr N U U 00 N r m Ln � 0 LO H N Q 04 C Lo Lam -' T E r 00 .. o E m C) z `m z ECU a E U 0 Q J JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 15 ICI r. Ii�I - OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING I I I I I I DINING KITCHEN 7(D O O O KITCHEN DINING 10 OI I KITCHEN DINING DINING KITCHEN 110 01b, I I I I I I I I r - - -� I I r 1 7---1 r -- - 1 1: L ---J I I L --- II L---J I I L ---J ir r f 1 II II II II �- I I I I - - I I I I - GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM METER BANK (SEE ELEC. RISER - DIAGRAM SHOWN ON UNIT ELECT. PLAN) - - - ----� - - - - j I - - - - - --' - - - - - - - - - I I I F I ® I I Fa Q IIIII O O O O \ \ ` ENTRY \ 1-CAR"GyARAG E 1 CAR GARAGE _ � — _ 1-CAR GARAGE 1-CAR GARAGE I I ■ ® UNIT -A UNIT-C ENTRY ENTFF _ UNIT -A ®■I \ = 1532 1624 1532 ` - �r----------------7 r--------- -----� r---------------� r---=--c--------- -- PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL I I I I I I f UNDERGROUND UTILITIES I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: X"=V-0" N O c 0 v W i Q m X yr G Li.. �. cc O a.. N b N t � Q N � °' a� E � co m c a C� w C E; d U CV N O CV 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. UN W E 0 Qq 8. V o o2).- o 0 :C N H U) Q C LL J LL � w a w __ O o y Ca N W0 pj m w 0 Z � mZ un Q J aN Z OU U O W El El Z N M O O O � N z iz — E3 M z �_) a U OW � w F— Cn U � S r N N 0 1� ti o C � w M M Z o 5 Z Q � CO Q E z� �o oLL z'o ¢N z© oa — O ON XO &¢ �o OO °o� a az It wo Q �w (Tj 3a1, U m O 01 Z _ C J Nm < �m QCn W o� oa go Q a U 0 o = F r- oz 3 O I w zl¢ 0 o T .N ai rn co N 0 N c r N CD ,M 0 N N T 60 U) U 0 N LO H OLO O o Q O j r E _ 00 T 'E o m O Z z E U) E @ a U Q p� JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 16 V=a(�U�A TYPE DESIGNATION #5REBAR ATTOP GENERAL INSTALLATION NOTES F = FILLED WITH MIN. (1) REQ'D 1. Provide full mortar head and bed joints. GROUT / U = UNFILLED -1/2" 2. Shore filled lintels as required. a ° R = RECESSED CLEAR 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 QTY. OF #5 vertical cell reinforcing and grouting. REBAR @ BOTTOM O ° 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and OF LINTEL CAVITY i a M. U. longer with a nominal height of 8" meet or exceed L/180. w . 6. Bottom field added rebar to be located at the bottom of the lintel cavity. a x 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8 F 16- B/ 1 T ¢ z ° 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. ° ° ° La p 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 z ° ° GROUT 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. tNOMINAL.QUANTITY ° 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have OF 5 REBAR AT a coating of stucco applied in accordance with ASTM C-926 or other approved WIDTH #5 REBAR AT TOP ° C BOTTOM OF LINTEL CAVITY coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) NOMINAL ° BOTTOM REINFORCING loads shoud be checked for combine loading with the following equation: HEIGHT PROVIDED IN LINTEL Applied vertical load Applied horizontal load -4Safe O 7-5/8"ACTUAL (VARIES) Safe vertical load horizontal load - . 8" NOMINAL WIDTH MATERIALS 1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. 2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade 3. grouted per ASTM C476 fg = 3000 psi w/ 7. 270 low relaxation. 4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. 5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. minimum net area compressive strength = 1900 psi. 0 o O 0 8F8-1 B/1 T O d� e O 0 8F8-0B/1 T ae 00 a. O- . O, 0 0 O o 0 0 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © © O d'Po O 0 8F16-0B/1T O- O0 O O O 81=20-113/1T 81`20-013/1T ---------------------------------------- I I � FDJ FD nD (D) FDJ FDJ nD nD I 1 Cl 2ND FLOOR LINTEL PLAN SCALE: 3/16"=V-0" vv o -vUP; ' O 0 - 8RF6-0B/1T dv :0-o O O 0. 8F20-1 B-2T 0 0 0 0 8F24-113/1T 8F24-OB/1T OOO LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION (U-)" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR -= w uJ Ii- C.M.U. co U U) <y x U)P U)W 2 W W � ^ a0)3F w0)Oz o�aCo � U.1 a¢ (1) �a �� #5 REBAR AT BOTTOM Q - _ - MIN. (1) REQ'D V1LLOX J 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OMIN. OMIN. O M I N. MIN.O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" cN�r G� � P �► > =a ® > w 0 cc V N 'aoox y cLl-a ac o W -p N t W o x `r N Y Ze °' W E c ac 3 co N d � c E ro o G U i o / aMr,�,� D,��n6tA��i�aCr�Mft 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 An 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 O co 4 O O N m o U a) N r o W a) N Cl) r- -° Q N M V L� C J L� w JLLLL 55 , d (' w Z - a �[ cC v n w @1 O :3 m n cp O W U5 Cj m LL Z N co Z Q Z00 cam )) W 1:11:1 z o o Z � N z o � Q - Wr M I ^ v0 M � D w� C:) U O Wo f- J E oilw� � � L I ZI✓+... U p Y Op N m .40 O Mw M w o z � U- c6 E O w zp oa f - O U U a 0 0 O C14o� aQ i wo�J O Q az Q=mo U Nm z _lu Q% < W F zz S0 d oa a oz Y s 3 0 O ¢ a 0 00 �7 zl< .oN r T + ui N Cfl r � T N N N Nr 00 m N r 4-1 IUD +J O NO O 7- 0 04 T- � T iU 00 w T o E m Z O N Z Z E M c d Ec U � Q p J JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3 ITEM 2-EXCEPTIONS WHEN A PROTECTIVE BA I INSTALLED ON THESE ACCES SIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2,1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: ' CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 1) 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4,4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" 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'T 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 - C ncrete overpogr and mortar along the foundation perimeter must be removed beoreexterior 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 soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CV 0 N Ci® 0 os, a Q n C Ci_ Cn CN _amx N 4 N •d v c s a _3 3 0. CS C7 A ar I�u c o c � 2 o 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MN W cE 0 M g 000 ° � 0 Co Co �� H IN J _j I 13 a ac;C�� Z LI L d a 4 �� y-ooZ :D W 0 `YS o2mrn W 05m 2 N Z L L J a �n N O U U O Z Elm W 17711771 V M � z N M 0 0 z N Q o Q � C)- N U) N z o j O w o N N C) W J ' E J o c `n Op 0 Q O N> 0 ® 0 ti o J w C M J a Z � Q E o 20 sF w z <� z© oa E (U ' �. dz UO 0 �z o E N woo a �w 6 Q Y o Zm0 Z �Z Cn a '0ao z 0w T w� � _ o w� �o O to _1< a = o t .L ai rn N0 CO N C r N N � �- N r N vJ i ) Y 00 N ,� m O LO N Q _ N -� Q LO O r iti a T 00 o E c6 c O ri Z z E In a E -o' c @ a 0 _j ¢ o JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) WALL SHEATHING rlAc.'. C: I I I 16GAx1-1/2" LONG 3/4" 1r, STAPLES @ 6" O.C. VERT BETWEEN CROWN) STAPLES / 6" STUDS (NOTED THUS:—) - OFFSET I I I I I I O.C. VERT INTO STUDS STAPLES BETWEEN STUDS AS SHOWN (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0° TANK -LESS W/H CORNER OF L� HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR r 1'-0" 0 0 0 GAS METER O o _ U O � 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-Y (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. T-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. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 p nel wood panels wood Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELLS ,—STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d w � NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 CAR T. HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 Solid block all posts from # FLOOR above to bearing below. STUU 2ndDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" X. Clinch nails when �J possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking I lsa 3" /1Od1 nails at 6" n c ja �'/ Provide adequate bearing j for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist BearingLocation Series th End Intermediate �De 1/2" 2-8d 2-8dBC15000s®7/8" 2-8d 3-8d 14" 2-8d 5-8d �BC16000s® IBC16500s® I 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16 2-8d 6-8d FBCI60s® 11-7/8" 1 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 111-7/8" 1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer � Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over t7_12_1 1 blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — WA t W J �1� 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 8 T-a' 1 _1"• 2. 1! 2' 14 -3" 1`-3 1 -Z'° 1 -l1 2-4' 2-9' S' 22' 3 7" 16. jolstYv�--- 12 T-0'° (-1" 1 2 1'--2' 1'-3° T-9 12-4'° 2-11" 37 4, 2, 4- 51-41 (l" 1 _1,. 1 1' 2' 1 7 2- 3'- 3-1t1" 1' 6 Z 7-2' 20 1,4 1'-1- 1,_2° 1 24' 3-0"4'-a'4'-10" 9-11"' 6-11" 7'-11,. 0-1111 _,. -- 24 E'-0 R 11_1,. 1,.2 1.-3,. 2-T 3, 4,-, 'R 5'-16" 7" 2'® 8,-4' 9'-G' 18,-'" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2, TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc 5/81 THRU BOLT I.0 SIMPSC w/ (22) NAILS 1 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL e° a - .—X 00 FINI$H GRADE Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU�=iSTEM J ° ° . SEE PLAN FOR °. a � FOUNDATION INFO d' I .I STEM FOUNDATION GRADE REINF SEE PLAN Filler block. \ Nail with 10-10d nails. Backer block required where top „ n� mount hanger load exceeds 250 lbs. Install tight to top flange. ° MITI I=„ I i I, 1/4"-2" gap 1 ! _ it 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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height II - requirements 0.6 X Joist o T`depth I -JOISTS BUCKETS N.T.S. rvu unmor_ ,+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A ° w/ (18) 10d x 1 1/2" ° NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x 4' 0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION ° d d ° ° 1=I 11=1 11=1 I d. 4, ' ° P 1=1 11=1 I fI I ICI I I d 1—I 1,, ; I 1- li i— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE 1r__ MBIN LIN U G E—PLUMBING Z • ° • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 _ ° 'C . .d d d as c d . a d 111111111I �Illllllil ° SEE F0. ND. PLN. SIZE &REINF. N C® CU -o > Lu o,L % ,N.cao d O zz N Y Q 3 m Q v � 3 cc m W d = = •— u ao > c o N 6 = E o � v 4 •®�yM1v. ..,. `. 0; .... ........ �%Rr0��SS,O°� ,11611Qt�r t ,Ctj 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 a �E oS V 0 o n0) 00 ( N r o? N N 10 IN 8� LL 4 M cr N J C —J LL LLI J� LL LL _ w — o a Y Z E0 :E 'Co N O co o W 0 2O6jO' m III ZLL ;n Ua < otJr Z ❑❑ Z N M z o � J V) z C4 0 LL 4-1 f'Q Cn w U O L'�y S(0 w o U w J L 8 U o ° ¢ 8 m O cco J w z co g o i Q E oo ZE aM z® Icu 6 g� g� _° 0 0 O O H w Q z a J L ¢ z U m O I co J � 0— zo �z a o� a �w UJ �j 3:ao oW w� >° CD O a v za °3 ,o r In ui rn C'V U C0 L co N CD N N TCr N U V_ in LN +-+� M O LO -0 N Q _ 0 N O T r E r C 00 o :3 O N z `m z E En a E U � Q p _J 30B NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. SN 1 T� lii I 1 F 7 f -F I -I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & l HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `r' MOISTURE BARRIER ° SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM =1 I I=1 1= (=1 m /Ni�i_ -=D7158-CLASS G or H, or ASTM 1 �=-1' D3161-CLASS F, IN ' 1=1 I I T III —I ° — - - ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =1 I I I I —I I I —I 11=T I I 1=1 I ET, I � CODE 7TH EDITION (2020) 81, -1 I -I +I II 11 �T I I I I IITII i 11 I 1- RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 HIGH r___EDGE ALUMINUM DRIP STRENGTH STRENEN GTHTH CEILING BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB (0AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE d cV u — ° - _z M 6 MIL VAPOR III BARRIER 1 I a IIIIII � COMP. SOIL. T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--\ LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I 1 " x P.T. STUD #5 VERT. IN FILLED CELL v N 5/8"x6" "J" BOLTS BOLT I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED I GRADE FOOTING MONO SHOWN �JJ - FOR CLARITY \ - _ _ 00 - 1!I Z NOTE: o �- _ �I;' N FOR BEARING WALLr- lu W/ UPLIFT ONLY =' i I I i—,il FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 'l S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° a GRADE ° 7 =1 =1 _ _ • —I 1—I I— —I I —I -- ° =(1) #5 REBAR w/ OPT. ' 11 I l i lI 11=1 I I I I I I 1 I I III 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT r — 14 O.H.D. RECESS z 13 O.H.D. RECESS _ d TM T ' C'M _ a 11=1 11= �' � —' � I �I_-� I I; "III —I ', •�. '� � — I I 1=1 I � � I-- ,. ♦.� 4" 11. 00 00 -III=III '4„ II I- �.a '< ' • � ICI —I 1�1—III �♦ �, .• � —I �. 1=1I1= e ♦ ,I I II, I'1 I-1I II I I a'• w .. I) I II I I'I SEE A/S3 0R J/S6 �-'L111 I I II i P , I I„ R111= FOR REINF. INFO. L 3" MIN. CLEARANCE 1',4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -' I!I 1 1111„lil„ 111 I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD V f _70— V r V r I I I I I I I I I I I I I I I I I I I I I I I I 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 %$' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /$ GYP. TYPE X EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOMM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR WWF OR FIBERMESH x x INCLUDE THE WALL x @ 24" O.C.) 2" WWF W1.4 W1.4 ATTACHMENTS i2�� 6 6 W1.4 x W1.4 r z 31/2" MIN. 31/2" MIN. � \\ WWF OR FIBERMESH ELEV. -0 -3 1 /2" ,gr, l A.F.F. U_ o u ° , . 31/2"(min.)- 4" p \ D ° �q = 11=T T= 1/2"(min.)- 4rr •. —I T—III-00'ii 31/2"(min.) - 4" III-1I I I 1l1 T-III- 31/2") - 4" ''- (2) #5 CONT.1— =11 ,,I I II I II I II i ll 1LEI I I , IT 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL n@ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ens SHEAR WALL REQUIRES 2x BLOCKING@ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER �M s \ �M \,/ �'0 �oU / \ 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE u u u. FINISH GRADE °O � [GRADE 60 MIN. l60ksi] 25" MIN. LAP [30" MIN. LAP] —III=1 —III 6MIL VAPOR BARRIER -1 I I III o ° =1 I I - =111= I r-11 =_ O° T T--T=T=T—. III P: I=T=T=T=1 11- T Z I I I —I 11=11=�=i #5 REINFORCING BAR #5 I AP sPl Ic F COMP. SOIL. (COMPACTED TO 1111 I ° ° . — .� I I=T=1 11- IT- 95% MODIFIED PROCTOR ASTM TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0 CONT. BEAD SEALANT < e . ..♦ e . Q INTERIOR ♦ d G b ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB oo �— M 6 MIL VAPOR BARRIER ' 1I1 I I- I I I' I� I �1111 I IIIII u1111 I IIII� r� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE Zz:�1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT �6x6WlAxW1.4 J T WWF OR FIBERMESH C,, ° K S3 #6 LAP SPLICE �T-1 '' =1 111 � r (2) #5 CONT. 14,1 I„III„iTl� 11 l l„I 81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP ('CC SCALE:3/4"=1'-0" ll S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W p v J pLIU. g 1=1 1=1 1=1 I I LLI 'I ;1111111=III IIIIII I D • ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO aw 2x4 P.T. PLATE 7116' O.S.B. COLUMN LOCATION SEC RE 2 4 P T BT PL TE 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w l SCHEDULE CC j a J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LIJ w CONNECTION INFO. SEE DETAIL 16/D1 FOR U x M. A wTAPCONS COLUMN TO PORCH SILL � n AT 8" O.C. . 8" OC. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS Z SQUARE CMU BLOCK BASE, w l SIZE VARIES PER PLAN 51Cj w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o w BRICK PAVERS or SLAB PER Y-0" FIN. FLR. _ _ _ COMMUNITY SPECS _ s TAPERED•A INGKG12 (2) #5 CONT. =1 I I I I I ON 3" CHAIRS 8" 1'4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH 11 —11 IV_ I I=ll= III III —II —III—' :- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 r S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 8" l FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD 9 d CONT. FOOTING STEEL j j MAT REINFORCING. Q ' M 00 GRADE_ —_ - w i �• > �aZD w0 U)� �I-��i z 2 —� • • � -I _ Z Q ILL Q —t _ -1 FOOTING I BEYOND PAD R INFORCEMENT-- - E ' 3 MIN. CLEARANCE SEES SCHE DULE) ULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ca to 0 0 c ar ~. CC C-,r -CI x C -LL C as a� a w `> o s 3 ra 3 CL) s E M a C) •f££ r}}, Nm"A r ' ate'; 0! e(a LEA 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W �E 0 a s o 0 W (1) N o� °° r ,� rn V) rn�r° N co -,t Q J t W J LL a w Z — o o_ �e m C °' S ��o W o� rrn 0 W CN m J Z NZ a 'CN 0 .. a^ OU < o Z W ❑0 o g z z o Q a N 0 lrwmql o LLL �J ,,, c — � O o 3 LiJ � t= L = L N U o 0 C:) C.0 J w Z M 0 J m E 0 Iva o Z z© E: UCU O E Q0z U0 0 wz CV ao L ro U)C z 0r m0 r O o� Z N2 �w N N F o¢ Z Z ao Lj o CD a< >o 0. a o T� > d' _ a� rn CU N 0 Cfl T � T N N T N 0 U 60 N T }, 0 IUD }J O LO N Q o �y ,L'O O T T= E 00 ICU z z Ec 0- U _j Q p JOB NO : 22-09475-09478 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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" I SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR -� 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)1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1 Od (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + + POINT EVERY OTHER + + l STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _= SIMPSON SP1 w/ (10) 1Od NAILS AT EACH STUD • BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF ;TENSION FROM EXTERIOR WALL ❑ ❑ ❑ ,CE OF BLOCK WALL IS 2 1/4" TO DRAIN CL DOOR OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ F11 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. SA� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 a a 4 n a a as 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, IQ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T,S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J `X LU , // % 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a 8 e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 3 1/2"- sr��N N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" -- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a 3ARAG E IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. 00 ` SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K�Q SCALE: N.T.S. SA� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 1 /8"x10" "J" BOLT @ LM24" O.C. MAX. IN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \(� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRENAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD / 2x TOP PLATE T U) 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • LMAIN O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. FP 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 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Zw/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF AB., SPLICE STAGGERED • MAN G' 1 Od @ 8" O/C 7 ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO' 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 J SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING ( P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON j' SP4 SP4 / LLI TELS 7. SIMPSON SP4 � SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING �-1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. 2&NUT ROOF TRUSS ABOVE F 2X BLOCKING I 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 NAILS 4" 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" Q.C. MASONRY WALL d @ 10d NAILS @ 6" O.C. STAGGERED A ST GG A ERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 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 REV. 06.24.22 SCALE: N.T.S. cue 0 N c� ® L t o c� = C c Z 00e= socsN m o ,< d >.� I a) e a _ 3 co - � 3 d � C CJ a -Q _ E � Cl a v 0 � e � � N`• �r J' �p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W E O U chN a �) 0 0 v N rn 0 CO N cn ti 0 N C)W ° j •k C" Ca W W 'n J LL. �=' p- V W co a Y CLLEEM c � <n Z coo r-o 0 N(V O W 02Z J co',N CLO ZQ OU UZ W pp Z N M 0 0 N o Q J � a M � z �-1 o 4-1LL (Uw � U O w o N N �N LI..I J wigU z� 8 U 'o N U) s `L ® • Q N m m � o � J w Z co M � J Q E O =o wz � >� Z© oa F— � XO w� o E &a S< a aZ �r o w C%) <o iz m� o O, CIO PoY m >Z �z <� MEN Q 3 012 w z 5O ° �w <E ICE _ CDw� C.0 5 >° a 'I a � r .yo >� a� CU N N co r N C) L N Nr 00 r LO O F— NO �. N Q LS/�) O T �= E 00 t 0 � E 3 0 y z z `m m d 0 U Q p J JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( 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 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL W/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. ' LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4)ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" 3" 0/C @ CORD ATTACHED W/ (2) 16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD7 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d 2x4 CROSS BRACE APPROX. 8" & (2) 1Old TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN *x TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� 2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNA �ILS \ AND 12" O.C. FIELD END TYP. TOP & � � BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I I BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 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 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 55 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP N 2' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION co SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `° (2) 16d NAILS 80 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF t1v 1 12" EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS Ict NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. 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) TOENAILS @ EA. END NOTES: w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION ( ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L-2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=r-o° S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 SCALE: N.T.S. SrJ SCALE: N.T.S. "5") 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ,,.. --- -- , 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT L-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) C) z a. w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMF'SUN SF 1 W/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN L d w Q w 0 o ;t O W CD m - 0 "v a , � O w o o X ¢� Q O >� ----w _ O o >G Q � ----� d — NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C, MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N c®�e c.® _ Z LU � W Q� o R v N -o m x H <4 O i N a N t N C Q N ;e >E_ x 3 as != Co=® E, o - L' C3 y �3t't q U Vi C amt� .,• L. f`ap�S�iUo-'. �FFlddil'�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w a vE O 0 U N 0.(D 0 O o � O co N �� r- 8 N QL Z aj M 7 � Lu LL LLI coJ — a a- Y m c _ '-:2 O o W ] (0 N d W -2o °' m EL w LO MZ a J 0 aZ N OU 0 Z W El 171 V M � z N M o z o — N Nn M 1 W f�f^^ V O n .� C.) U 0 V) 0 � N U LU J ,— — � z I r U ) s 0 m i m r_ o Mw ¢ w z M o � J E �o QS g of zp o" { u C6 CL xO 00U 0 O E �o °z a N � woo <om� ¢w L rB _y O o� �� aw zz co N Zz gao 2< 3 <0 I� o p O w >° a x o r N > d' E m C•V (D C.0 L co r CV N M N LO r N 00 o N m U') CN N Q _ N � r T E r' c 00 o cV =3 O ii Z Z E Cn m a E U -1 M ¢ c c JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. S5 Y] III ii T T 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN \ = O I l 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"PL. 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 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 - [RSH1- 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 FOR MORE INFO w LLJ 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 J w LAYER 1/8" THICK. U_—INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETALSEAT OR FELT �7 PAPER FOR - V MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M vILL 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE ' A'. N_ �'' a .. a d FINISH GRADE00 II 7TI—III—III 6x6 w1.4xw1.4 11—III--III— I -I' I —III —III —III III I.',. III a _ _ _ I I=1 I —I 11=T- _ 1 11C) zWWF OR FIBERMEjj- I I I—� ;MMT �— I ' IIII I I—jTi \—STD. 90°HOOK (3) # 5 REBAR ON Y CHAIR "' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST__,_.. 2nd FL00 BEAM/GIR 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 BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED __7 L FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. y 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@1"""" 2"x BOT. PLATE (2) 1 Od @ 6" O.0 PRE-ENGINEE FLOOR TRUSIr FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS LU WEEP SCREEDLu INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)1Odx1 1/2"Cn 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. TRU RIBBONS DETAIL FLOOR TRUSS) 0 SCALE: 1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH __--_----_o: _ Aj -I1I .` . III- ° Q. .e e� I ,. ' 1=_I I -III III - III,, T l�lll llllilllll�lllillfl I-- -CHAIR /3"MN. F8' 1'-8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" Sl ADDITIONAL SLAB INFORMATION. 15/32"OSB �I EXPOSURE 1 x II SHEATHING _ x PROVIDE BLOCKING AS I II REQUIRED PER II D II SECTION X-X IF j NOT FULL C HEIGHT SHEET I C II II I II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I � T _T 11 15/32" OSB EXPOSUREI F � SHE II I II I 2 U, SOLID 2x III C III II II II I BLOCKING @ALL C SHEATHING 00 EDGES (SEE III OPENING SECTION X-X Lu III C III x II II Ew II III x E F- 2x STUDS w III III II II II BEYOND. SEE PLAN o III I I I II I II I II II I I O co II I — IU (L _1L. ____� _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2„ 7,��,� 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 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 VFRTIr'AI RI (x'KINr; SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu J PENETRATE SURFACE MORE THANYs". u) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z lL 2 © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. to O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ,,J o w/ 8d COMMON NAIL o w — PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F r Q P O co w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q xF OOvn Z FO w LL F OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL c" w O o MEMBER IF GABLE END c u NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" 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 STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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) 1 Od x 1 1/2" EACH SIDE Op N0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d, a . w A a —III -II 'd. a4 A . 6. e -I(II11 IIIII I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN, CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. N NI q� c o =o W ® cy a ►� o Z C c6 C- N -a 3 M x = W-a cc o a Cn H o E c a� V +'c--• a 3: ra d Q 'n C so ,� �i ,!", •,j't''y'�' ®� vx . Cox 1 �-1e°6y°YY.°es O�CSS(oft5 °eb 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. a o 8 co 0 0 M a CLLLL M V 2 LL N 5 J C J 5Z LL w J � LL. , LL -2-6- w a Y Z m c Leo w o _ � r- W 05 Cp OR m 00 N Z Q NZo3w ❑0 z N m o o � N Q Q � Q J - W 4 M a - (L) �N 0 4--Jf�L LLl = o O� ul w o c y � d — — E ma v o m �m r- o w cM'7 zo 3 z < g U_ :6 E E o oo w <� za W g � -0 I — ro `X U '0 0 o 04 0< wo g< �< ww < �� 00 in , ,0 c LLzo� o �<m z Cn aa� a Sc3: gz0 U 3: ao r� C) =r O CO 0IQ F 0 0 1� N T 1 rn T �-� C11- CV � L r � r c1q N C) N T N 3� VJ 0 0 N 00 r m L0 4-1LO -0 CV Q _ � � N O 4 r t Er E c 00 o Z z E N w a E 0 _j ¢ o c JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. S6 (MONO) 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. 2x4 SPF NOSING GLU NAILED MATCH NOS OTHER l \ ', T--ALIGN THIS STUD WITH 3YP CUT TO FIT 1 ' %RS IN WALL I ---2x12 SYP BEARS IN WALL I I -2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / NAILS) fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 61, \ —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO J 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ;7\ FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER -2x4 DRAFT RISER AND TREAD STOP / -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I 1 l BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4' TAPCONS @ MAX. 32" O.C. I C 1 t VIDE MOISTURE ' \ TECTION L:ATTACH ENTS / STAIR/a' XTAPC32" O.C.1x4 G NAILED TO STRINGER G.1 — — SECTION VIEW "C" � SCALE: 1" = 1'-0" TOP OF / \ STRINGER ' I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP ITN [ 2x8 SYP DRYWALL STOP I MUST NOT TOUCH G I I STRINGERS I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAI MALL SECTION VIEW "D" SCALE: 1" = T-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING BULLNOS 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL E DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D SCALE: 1" = 1'4" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPS0 AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 2x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILED NAILED ' 2x� I DRAFTS P I 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ INTO FLOOR WITH GLU / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE — AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT POINTS / \ E/ 1x4 GLUED AND NAILED TO STRINGER POINTS B FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2" = 1'-0" SECTION VIEW "E" SCALE: 1" = 1'-0" IZ I 3/4 PLYWOO1 ON DECK H 2X4 SYP FOR STRAP 2x4 SYP CKING BLO\ 11 x8 SYP GL (SIMPSON MTS12 w/ AND NAIL[ FRAMING (14) 10d x 1 1/2" \ / NAILS) 2x4 DRAFT STOP DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER XOR DRYWALL SPACING —H SE CTION VIEW SCALE: 2" = 1'-0" 2x4 BLOCKING C NOTE: 2x8 ' \ DRYWALL STOP / NOT SHOWN STRINGER Ix OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SE FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ PER CONT V (2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST CTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" \ F SECTION VIEW SCALE: 2" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO BRING WALL BELOW :L POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 'WALL JOINT YWALL TO /ER JOISTS) H 2X STRING�R 2X BI/ OCKING SIMPSON MTS12 w/ I (14) 10d x S \2D OR 3FtD / 2X BLOCk�ING RIStkR / VARIE SECTION VIEW "H" SCALE: 1" = 1'-0" � d CD a o c+ C R V N •_ ,A- as co o ._ in m d� N Y CD >> m 3: L � d .a CU c a y � E ♦ e1 co C; s �r�F �op� 4�S 10 w To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NN W �Fz 0 a s _.� 0 N U) Q N M Ov LL C u J w J�� i , a C13 �i w Z -� a 4 m Cr v �n ��°0 5 w o ; O W o dn-a og^ W r4 CN T. N �Z J J Z OU 0 0 W ❑0 o� O Q J cl- n M N z Cz 0 4-+ C10 f6 a„ O w o V) N U) U & - M 8 Big,- J E mI U o N 0 N o co w z M ¢ o z¢ g J LL Q E OU w o ova (O qz UO — 0 E N g� X U 0< z U U o� az i ¢ o g m0 n3 Y U O O Z Y Z CL oa w go mw > ?) U W < ¢ = O J z wa h �o co v zla aF 3 o r ui C %4 CU C� L N C r N N `M N T N U) v O0 a N Lid O Lo 0 _ 0 O T- i Ew E r o (l5 � O to z z E E N N 'O m a o U Q p C JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. S T 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN. �'� t APPROVAL FOR CONN. APPROVAL FOR CONN. ;' �/1 X 4 1x4 P.T. 1x4 3/16 0 X 3' LONG FURRING 2 ; ,'; /.,.. FURRING 3-1/4" LONG X 3/16" 0 ,�, , FURRING TAPCONS O ROWS 3/16 x 3-1/2 TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT E DIST. APPROVAL FOR CONN. %l 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CO)(2'P'EDG 'ii. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/2x8 P.T. ATTACH SECOND PLY w/.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 gx nFTAII 9 1/4,, nFTAII STAGGERED@12"O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB 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) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL �J_ SCALE: N.T.S. SS 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 SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B -1/4" MAX EMBEDMENT INTO K.) Z-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI 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 EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAx.B #5 RER (TYP) STD. 90' FILL SOLID HOOK (1 BOTH CELLS 7 77 .11 z NOTCH WEB AT +5A FIRST 2 COURSI " ' '^T ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS --Ni JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH-j NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'Y2"WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" ��s S GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER • OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v ° ; ° REINFORCING AS FOLLOWS: * SEALANT ---r j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g I=1T_I=III-`III- - * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL II I III SMOOTH. DO NO FURROW. I IIT_II F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V REMAIN FREE OF MORTAR. NOTE: " z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. (1 STORY (3) #5 REBAR. (2-STORY) ) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. `— FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S BRG WALL TYPE —T--y PER PLAN 1 1 F CHANNEL, —4--- UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW FASTENED PER NOTE 2 BELOW--L—Y—J— CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) / #5 REBAR (TYP) �.• 1® 1� 4STD. 90° HOOK (TYP.) 1® SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX, O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2XO�F Ryq + G �FNOTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR — SEE LINTEL--/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" 0. H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT J ENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF RHFFT fly Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3- - z 0 U_ 0 LU U a U_ H- M U Q U) 2"x BOT. PLATE W/ (2) 1 Od @ 6' O.0 3/4" PLYWOOD DECKING GLUED 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. ILWEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL B @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS 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 1st4 COURSES SOLID W/GROUT a a: FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •' a« d' OVERHAN •I L a' a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-011 5'-0" INISH FLOQR • _ .° .. . ° P r0 #5 BAR D CENTERED W/ g ° ° s H IN TOP - KNOCKOUT/ N ° ° CHAIR BLOCK MONO FOOTING D 7 ° SIZE AND REINF. PER PLAN r ° AND SECTION DETAILS CLEAN FILL .° °. DIRT z °.• ° STANDARD o e 90e HOOK N #5 BAR IN FILLED CELL, STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL PI% AC. rl rKr nnuir+ SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. CV a- -a > W 2 =, O r- Ei d N O (p •d o�d s � •3 m 3 rc � d (v = o _E • a• N ` °. _ L0 %S S 1 d P��6llPdlEEte! �1� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE o 8 V N r 0 ��co� H ��t�-_ N M CD V 2525z LL Q C J 5 LL w � u 5 55 u a 0 _ o- — a a Y C103 Z m °' 3:L f6 � D Zp N C)W �2pjO' LU m Z � N Z a J ,L IL Z N OU < 0 W V M � Z N M o g Z N Q � Q J V m Ca w 0 o V) c N .u) U 6 F_ J 99 1- = 8 _ d U o °N o 43-1 r_ c coJ w M -0M oo z J QE o E v zo 4z >q z© a� C6 uo- F o E O �u X V, ao u o &z a a) wo az J i �v cn oa mo °Cf)o - 56 3 iz. Q 0 Zz 3° son a o o O a O ¢ I a r b o T� >� c m N � co T � r N CD CN CV r07 CN U U 0 00 }, m L0 O LO H q4 C) _ CV r00 T E T 0 m 7 C-)6 Z z E u) `m IL E 'a12 0 U J Q C) c -� JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. SS T TT T: 'I it ii i T I - I *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING --BLOCKING J 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES --HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @EACH OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ 3 12d NAILS WHEN ( ) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TR SS BLOCK NG T I STANDARD HEEL HEIGHT U I DE A L 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 @ PROVIDE 25" LAP SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 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 HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O O O O O N SPLICE O O O O O O 2'-0 SPLICE BEYOND Z-O" PART. ELEV. VIEW 1All nr L DBL. KO. BLOCK MIN. MIN. TYP. (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. 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 50 SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnTrri c+-rnrnc WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" MASO SEE P PM\ 10.4-rnCAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL 1 SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" FOR INSTALLATION. 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX RUNNER TO SHEATHING OVER PARTY WALL ABOVE AT EACH SIDE (2) LAYERS 1 "x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 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 [ FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S STEP 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 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) • S MASONRY WALL SEE FLOOR E PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) �"'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 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 SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) o o EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING o R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3"TITEN2 o o 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB *vl FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO v 1x P.T. BASE NAILER ONE SIDE OF THE a cn STD. 909 HOOK FLOOR TRUSS FOR AN n (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T ORD BRG. FLOG ST VI t —DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. GYP. WB. 7,,,--TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) PER UL905 z �U) 1x P.T. BASE NAILER N 6x6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) O T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-O" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION JPWO SCALE: 3/4" =1'-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. ^ NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED: 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 DP OF SLAB 0'-0" F.F. 00 VARIES WITH o SITE GRADES `14 SEE PLAN fV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 P o O ® lJJ cc V CV m n x 0- t d �o�>" � 3 � CU =o CD 0 N§ lay!, o L O 4�. 11/ F6SS10N f �°/t!/!tltPllitg►E�tEt j To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Ill-',4 E 4 U CS CM o ® sue° 0 N j M o 3 LL 4 333 =J-LLLL 0 W a 13 Z�C: aZmQ i r90 O N Y W=CU W W co Z -ZN 0ZU LL UY�HWa co O Z co El El Z N M o g Z N Q Q � Q � r` N N z o (1) 1 ' o LL T fn LU 0w '^ o v I Ly N v I U W J — M I 8 V p N Of d ti o w co M z o Z co E m. o� ZN Q ;_� zo oa F— @ CL x6 8= SOU o� o E N ra ao wo Q dz rz L n7 -a O zO 0 Y U m O z � —1 .9'<w lom 2 . m o< zZ g0 CL wLL a N W o .o CDv w¢ a= oQ °3 T".No > d' rn N� � T CV CV O CV iLO r N 60 mCV� T }, LJ F=— N Q Q j Lf) T 00 o E E E O z z N E m f6 a U Q p C C JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 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 T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ "" WEATHER ✓E BARRIER & tARILY SECURE WEATHER y RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDOW) WEATHER z = RESISITIVE \�1 BARRIER SEAL TOPS OF JOISTS - UNDER DECKING _ SELF -ADHERED FLASHING (SEE DETAIL WP07) / HEAD FLASHING TIE-IN INSTRUXTIC 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 S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as( in each detail that corresponds to the numbered items in the list 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 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 WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- V-4" PER PLAN 1'-0" PER PLAN SLOPE 8" CMU 4"OR8"CMU (PER SEAT DEPTH) H ° 4 ° d FILL WITH GROUT SLOPED MUD BED f ° as ° 11 ° VINYL SHOWER PAN 11 ° H a as SLOPE Q a ° a 1 a SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER WINDOWUNIT � DOOR ROUGH OPENING 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. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied . -- _. horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - - - _ inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood based sheathing, shall include a water resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �`a (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 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 1 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING - 1.3 1.3. In accordance with other approved methods. 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. 1 6.6.At wall and roof intersections. w a R t t B 7.7.At built-in autters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 I W W > m Q Z � I I � I --- I I II I ;I I F--------------====-J g Q J o_ 0- IX W� d PLASTER STOP = W CONTINUOUS BACKER U ROD & SEALANT w w W 2 � Q LU �0 A U) a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS S� AL FRAMING tAL SHEATHING 'AF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 NN O N r Q _ 0 > W z ¢� cm -C. M V; N Q 2 N Y >=�� d�ea a 3 � L r, mCD c o s, CV CV O N 00 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. U) W , EE N _Q C, 0 N _ a0 N _� C9 (N (0 0 (V_ N :n r I— _ (D 2 N ro J i° rNi N S C J 52 J J LLU O- Z -o- is c L 2 OC w aY �n 5 0 WIN a' 5 m w Z co0 ILo J J 0 N o� Z U o W pp Z N M o g Z < Q � a J u 1 !1 M z V (D o � -1 LL T �cn LL U OL.CD N c �ru _ U a LLr U o y 0 e o c w Z M c0 E Q o E 46 o -z ¢ . za UCU H- 0.0 o E N � < x0 to W� �� &z a i wo �nr - a <o �o m0 o of co J Z�, �� <w 2m N a z Z Q �: _ oa do ,w ImU <o 3: w s� mi 4 H CO d z < �U 0 1-- > I- N m N I r N O N N L r N U) U 00 o N a _J 00 Ln �I--a O N Q LO �t a; E w 00 E ° m =3 C) iri z z E E m` a U � Q p a) JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. W P J.. ��CMMJV�� Mounting Brackets (10 Gauq,@� +V2'x 4-1 ?2'x2-1 2' TT_ back Cross Support SeIie Anchor Schedule (May be cut to III Rig ht Bradcet (16 Gauge) Bolts 1 �2" Dia� A325 Ga IV. ��' JJ A/C Uil Bottortin Edge Hurricane Strap Washer-. (Typicak3linfront) Front Cross Support Self-tDcking, Nuts (May be cut to W) Left Bracket (16Gauge) 14 Self-Dirling Scri�ft Thru Brackets & Back Cross Support into AK LJ nit Bottom Side (Typical 3 each side for hurricane use) Sral m�tArur Imetai amp prervieW -thadch Suddromene.Aur 3m- =F*htdr fi* WA avar". upon "test Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 .1`1 1 il 012021 code Entil I a i; Date Dole Me Pali Data 7VD. Vari Manufacturer contact Emri License Vall 13Y valli 3uletitted FilatApproval Approve ate. Affirmidl., 2020 Smart Vent Products. Inc, Michael Grath- H arm. a IF IN o-an. P. E Looke B-dan PE. 12/1131�620 12/1612020 12t28/2020 Approved Category: Snot. -I Components (877) 441-0368 PE-73776 (334)300-1800 Subcategory-. Products Introduced as a Reault of infidearmattv"itcorn N- Tach-li compliance Method: E,al.otion Report �dm a Rodde Registered Architect .,a Lloana.d Florida Profemilonal Engineer Quality Assured" Appriwadfor Use Approved for Vi Impact Dealer Sao # I llut�_Nlmaoor - Name IaAd,ct D .. rui Contract E.."Ortion Date 1. HVHZ Outside HVHZ R.mistai 1 �=m I # 540-510 V Duall'uncton Read and Vortilaton Vent 12i3lr2023 yes Yes NIA 2 5ma r[Vd� Marta #154" 11 Duall'unctlon Flood and VenflationVent 121WM25 Yes yes NIA W 00 3 Sir dVen Modol#154C,52 in aul Vent 1201 12 23 Yes Y NIA � 4 S river M.de141 45521 �edl`lo naul: ad 9=6 Vent z.1,C1023 Y yl� NIA 20"p, ODA 0 5 S ftVn1MadJ#15i 16" Gang, Door Flow Vent 12i3li2023 yes yes NIA R/A 8 Smi Model #1544),570 Wood Wait In Whited Flood Vent 2riV20023 Yes yes NIA .100�1 DO 7 8-ftV.nt Modal #1540-57 14.5li,ill Giinege Door Flood Vent 20112 23 Y. yes NIA N 1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pagi I at 1 M412021 code Eality or Data Data Date Petholdo Data Find. Version Manufacturer Contact Ennimser & Lexens, Validated By VIid,t,d submitted Fec Apponrat Amorm, Statute Rem,w 2020 Dri-I Metals. Irc. Jason ShUrnaus Zachary R. Pilest L.pKa Boi P.E. 08110/2023 OaMV2020 O8120f202G 1 V1 312020 Approved Category; Roofing 15021303-1511 PE-74021 (3341300-1800 $UbCarr.gi Metal Floating jdbumetapd-me tto"Itance Method: Evaluation Report from a Florida Registered Architect are Licensed Florida Professional Engineer Approved for use Approvaii -I Impact Design Sea `dg 'Sey"!' Ali Pr.d,,t D-10oft C.I.Lag, ate in li outside HVHZ Resistant Pressure .'fi DMG 100 N 5, D MQ 150SE r 13M C 175S, 0 MC 2ags, 12Q1�025 Yes No NIA 1OA18G DIA, i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 4 112,5r2022 Code Entityer Date Elate Data Feenclima Data Type Version Manufacturer Contact Engineer & Liceral Validated By Validated Sularn ifted FEC Approval Approved status Revi.W 2020 Thermi Corporation Steve Asp..., Lyndon F. Schmidt RE Ryan J. King, P. E 04115=1 12rW2020 0412212321 Ca/0512021 Approved Category: Exterior Doom (800) W,7528 '1 (615) 767-6555 subCategory: 6varging Exterior DocarAimenriblies jesp,re-glihermartru- C." plinumne"thod! E-lui Rap.rtft.. . m Florida Registered! Architect Ora Licensed Florida Professional Engineer FLO2046MS products Quality Assurance ApproYedforluse ApprovedforUs Impact Deti sea 0 !�d or Main ProductUeseriptitan Come"IL SID Date I- HV"Z Cutsild, HVHZ Resistant Pressure I 'ru ber-Classi and Smooth -Star Nominal 5&#3gr,8 &quGtlmpact" Opaque 112��L2 140 Yes Yes N/A C.mpoaii. Edge 'cartgass; Stingle Do., (in.whg/Ourtim,ving, X confIghmated) 2 b. Thermi Filber-Classic and Smooth -Star Nominal 8'8 Lquot;Impact9cluct; Opaque 12131M22 No yes Yes NIA Composite Edge Fiberglass Single Doorwith adislca(5) (ImsAndilOultering; XG, QXor QXO corfigurat-) 3 d. Therni Fiber-Classio and Smooth -Star Nominal S&1398 &quot.lorpactit,lai Opaque 12/31f2022 No Yes Va. WA Composite Edge Fibi Double Door wth or vathout Sil (InewingfOurtswing; )CC or 0XX0 configuradicirs) 4 d. Th.mri Fib-Clasaic and Smapth-Ster N thrinal 1380" &quotImpact&quoi Opaque 12i3lf2022 No Yes Yea NIA Composite Edge Fiberg;lass Single Door (InavAngi/Cutswing; X configuration) 5 a Thismini Fuer-CAl and Smooth-Ster Nominal 88#39,0 &quotImpact&qwt, Opaque l2f31=22 No Yes Yes NIA Composite Edga R berglass Single Door with Sider bei (I nei nt;uOutei ng. XO, OX or OXG corfigi.dallonisi, 6 f. Thermi Flider-Clai and Smooth -Star Nominal S&II &qoctlmpact&q-t; Opaq us IMIt2022 No Yes yes NIA C.nnipcii Edge Fiberglass Double Doorwth or Without Sidel i (InswinglOurtswing: XX or OXXO c.nfg.,a"n-) 7 g Thamni Filder-Cismso and Smooth -Star Nominal '&439;8 &quet;lmpaGt" Gued 121512022 No Yes Yes NIA Composite Edg. Fibeinglarse Single Door (In-voidg/O.tswing X-rifiguredon) 8 d Theirm. Tru Friti-Ciriseld and Smocith-Stir N.minal G&N39S iqc.t:l mpatittil Glazed 12131r2022 No Yes Yes NIA Com posibe Edge Fiberglass Single Door with Sidel "' (Ii) lJhsw,a/OutewnQ; XG, OXo, CX0 configulationt) 9 1 Thefini Fiber-ClasSid and Smootd-Star Nominal 6&ffa!):6 &quotImpact8,quOt; Glazed 12WI21322 No Yes Yes NIA Composite Edge Filbergares Double Door win or wthoutSidelites �IdawringiCutawing: )C(or CXX0 ochfiguraflons) to J. Theirmi Plbn�Glassnc and Smooi Nominal 884139;0 &quct;Imract&qUi Glazed 12131f2022 No yes Yes NIA Conn po"It. Edge Fiberglass Single Door ingwrigicutswil ll� X configuration) 1 J k. Thermi Fiber-Classicand Smooth -Star Nominal '&#'eG&quOt'mp.0t'quO', Glued 12f3lM22 No Yes yes. NA Composite Edge Fiberglass Single Door with acei �InieangJOurtpwni XO, OXor OXG -Figuration.) 12 1 Thalmi FIber-Claula,10 and Smtvnth�Stg r Nominal &&#W�O "ImpaCt&qUi Glazed 12r3112022 No Yes Yes NfA Composite Edge FlIberglimos Doubte Doonaith or vvithout Sil (InswingfOutievving: )0' or OXXO o-figiumai 1� m Th.rmi FIber-Classidd, and Shra,oth-Sta, Nominal Wi &q;uat;Impagt&qui Glazed Molded 12131M22 No Yes Yes Nl Open Composite Edge Fibergleasi Door 9 nswingi;Cutswing; X configuration) 14 n. Thermi Fber,Classp and Smooth -star Nomingl5lit,1139.8 &qUortimpacti Glazed Molded ID31f=2 N. Ysm Yes NIA Open C.mpsata Edge Fibeglaues Single Door with Glazed Ml Open Sidelli (InsiOng/Outswing X04 Ox a' QXO ... figunei 15 Th.1mi I'llb-Cli and Smvdth-St�r Nomine 1 5"U"S8 &quatimpacti Glued voided 1213V2022 No Yes Yes Ni Open GO mocatte Edge Fiberglass DoubieGoor %,Ath or wlh.ut G lazed Molded Open Sil (InsyimiglOut-ing: McxOXXO conliguratipars) 16 p. Themini Fiver.Cl-ic and 8-th-Sbar Nominal B&AG918 &quodjImpaF%qOi Opaque 12)3112022 [A. Yea ya. NIA Compoci =digira Fi agatil.. Single Door th Molded t' r Cipen'9defil �mewnqlOutswrg: XO: OX or OXO configurations) 17 gi Thermai Inber-Classic and Smooth -Star Nominal 503� 8 &qcct;Impadt&qUct: Opaque 1213112022 No yes Yes NIA Composite Edge Fiberglass Double Door v�ith or Without Glued Molded Open Sidelites (InswnjiOutswing; XX or OXX0 configurations) Florida Department of Business & Professional Regu ation Building Codes and Standards Product Approval Application Detail Page I f i l(W2Q21 Code Ji 01- 2d-- 21111. Data Fungi aid. 7VPa Vanilla., Manufacturer contact Enall & License Validated ft Validated Submitted FBC Apy.yql Approved star.. Revision 2020 PG70dl Jarua R--lil Miamil SICO - CER Mil BCCO - VAL 11J11312020 10/2612020 11124t2Q2Q -pp,-d Calegory; Exterior Doors l,441) 486-0100 �788� 315-2590 SAC.t.g.iry; Sliding Exterior Door Assemblies C,mielience Ithefli Cedill-ti- Madi x LuAng p F -R33 Fired" Quality Asaurance Approved for III Approved for Use larli Deegan see a 2��Itid or Name P,,d,d Daia,rition 'entrol.GLEieuirmlon Let, In HVHZ D,iiiad, HVHZ R.Ament P . ..... L:11-i 9 Mleals impact) Vinyl Sliding Grew Door M4=1 yas (as Y. MIA August 10, 2022 PROU'DUCT APPF'NL %f )VAL SPECIFICATION SHEET(2022) As required by Florida Statute 553,842 and Florida Administrative Code 913-72, please provide the infbrmation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) F1 20461.1 +67.01-67-0 psf I 2/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/3112022 B. SLIDING MI Windows and Doors Sedes 420 FL1 5332.1 - FL1 5332.5 +40,.01-40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205�03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537A N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7130/2025 Pella Corporation Series 10/20 FL11206 +35..0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL166033 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 Pella Corporation Sedes. 10120 FL1 1161 +30.0/30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25(2031 C. FIXED Ml Windows and Doors, Series 185 FL15349.1 +60� 01-60.0 psf 41312023 P G T Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL1 62880 NIA 5/25(2031 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 N/A 12131/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod'r Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 NIA 12/31/2023 B� SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2, psif 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 B� UNDERLAYMENTS Tamko (ibr Shingle Roof) 151b Felt Underlayment FL12328 N(A 6/29/2023 Plvalass USA, Inc. (fbr Tile Roof) POLYSTICK TU MAX FL5,259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 -ROOF Flodda Metal Products, Inc Vent RV10 FI 21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 + 97.5/-97.5 psf 12110/2025 E� ROOFINGTILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679A +0/_180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B., TRUSS PLATES ITW Building Components Alpine Truss Plates F Ll 999.1 - FL1 999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/1112023 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/2512024 The products listed below did not dem onstrate product approval at plan review. I understand that at the time of ins pection of these products, the fol loxMng inform ati on must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DA TE F lord a Depa rtment of 8 usiness & Pro fessio na I R eg ulation Building Codes and Standards Product Approval Application Detail one 1 of 3 1)25M22 Code Entity Date Date Date, Perdido Duft T-e version Manufacture Contac Enclager & Literals Validated Bv Validated Submitted FBC Awroval Approved statu Revision 2020 Thermai Corporabon Steve Jasperson Lyndon F. Schmidt. P E Ryan J. King! RE 07123=20 07YIV202C, CT2W2020 I Off 3�2020 App-d Category: Exterhor Doors �800) 843-7628 PE-43409 (813) 767-8555 SubCatogi Sweri Exterior Door Assemblies slasperson@thermsi Compliance Method: Evaluation Report from a m Florida R.gste"clArchitect Ora Licensed Florida Professional Eng rear FMOA70-R3 Prody Quality Assu raince Approved for Use ApproVed for Use impact Dai Sao 9 ��71 I.M'1111,14"11,11-Nall FrachuCtDesenittion CgentractE.pirattan D. in Hi Outside HVHZ Resistant on ... ure 1 a ': n� benC[asalc and Smooth -Star Nominal ft#39;8 &quot:Impeot&quO1L Opai 1MI12022 yes yaE yes N(A Composite Edge Fibaglass Singlie Do., (I nswinglOol.-ingi; X -figureii-) 2 b. Thermi Fiber -Classic and Smooth -Star Nominal 6&939:8 &qu-t;Im;mct&qu-t.. Opaque 12r3W2022 Yes Yes Yes NfA Composite Edge Fibeigave Sing]. Do-th Eidelitei (IrmovinglCutswing; XO, OX or C)(0 configurations) 3 c. Theirmi Fiber-Claced and Smooth -Star Nominal 6&#3Q..6&quot:Imcact&quo1 Opaque 1 n1 t2022 Yes Yes yes N/A Composite Edge Fibergisse Double boor Wth or without Sidislit. (lin-nVO.i XX or OXXO configurations) 4 d. Thermi Fiber-Classlo and Snnooth-3tar Nominal 8&#3gJJ&quctrImpact&qumt Opaque I MI f2022 Yes yes Yes NIA Composite Edge Fiberglass Single Door tl ri-Aing00-fin"; X iconfigurallcurn) 5 d. Thesnni Finar-Cleask, and S.-th-Sti., N.mih.1 8&939,D &quFcdIrdp..t&q.Ft Opaque 17J31)2022 yes Ya. yes NIA Composite Edge FiberSlass, Single Door with Sidelit"(s) (Inswing/Ourtsvving; XC, OX or OXO corfig "i 6 f. Thermi Flic-Clasak and Sancroth-Star Nominal 8&#39,0 tor"[2pact2un" 1 0 Paque I Ml 12022 Yes Yes Y.a NIA c.i.poerts Edge Fiberglass Double Door with or without Sidelites (InswidWOutsving, XX or O)C?(0 configuration.) T ig Thadmit-Tru Flbi and Efrooth-Stor rucurrunal 6&93P,8 &quctmip.dt&quc1. Glazed 1 MlM22 yes Y.. Yes Ni Composts Edge Fiberglass Single Door (Insvong(Out"Ing; Xconfiguration) a h. Thermi Fiber-rieussio and Smooth -Star Nominal 0&939;8 AquotImpactlliquot, Glued 1213112022 Yes Yes yos' NfA C.mf,Qmry Edge Fiberglass Sinol.D.onsith Sideilit.f.) XO, OX a, OXO config crations) 9 i, Thermi Fibor-Classio and Smooth -Star Nominal 6&#$1 &qupx.Impact&quFL Glazed 1 WI 12022 Yes Yes Yes NfA Composite Edge Fiberglass Doubts Door wit or vilthoui res (Inswing/OutsaMing. XX or OXXO -unfillproftne.) 10 J. Th.mi Fibi ... to and S.-th-Star Nominal 8&#$9:0"Impact&qupd Glazed 12J3ti'2022 Yes Yes Yes NfA Composite Edge Fibergress Single Door (I drawinglJO.tswini X ...figuradic,n) 11 k. Thermi I'lliter-Classic and Smooth -Star Nominal 8391 Fquxdt;Imp2ct&quoI; Glazed 12J31CO22 Yes Yes yes NIA C.mpOmhe Edge Fiberglass Single D.orvAth adi (I "`_gi0utsW'g: XC' OX or OXO c.nfl '5) 12 1, Thermi Fib-Clessio and Smooth-Stsir Nominal 8&1039,1) aq-timpact&quin; Glazed 1213112022 yes yes Y.a NIA Composite Edge Fiberglass Double DoorwTh or wthoutSideliam (Insvving/Outswing: XX or 0)01,0 oxmifigu'aticns' 13 m, Thermi Fiber -Classic and Smoothi Nominal 6&#SR.8 &quot,1mpact&qupi Opaque 1 M1 r2O22 Yes Yes Yes NIA Composite Edge Fiberglass Singe Door with &quct;Non-Impaot8puot; Sidelli (I newing/Outai XQ, OX or OX0 configurations) 14 r. Thandi Riber-Cinsaic and Smoth-Star lrnhnin216&*39�5 &quv,,mmbact&quct, Opaque 12)31f2022 yes Yes ysua Ni Composite Edge Fiberglass Double Door with &quod;rJon-Imimcd&quot, Sil (InewingifOutsw ni OXX configuinetit,n) 9, 15 o. Therm.-T. Fiber-Gleessic and SmpotnSts� Nom in 6&#39,Q&quot.Impact&quot, Opaque 1213V2022 Y_ Yes Yes Nl Composite Edge Fiberglass Single Ooorvdth &quot"Non-lmpactltquod� Sidelitei Onsvving/Outswing; XO, OX or 0XO configurations) 15 p Thermi Fiber-Clossid and Smoothi Nominal 8&#39 0 &quadtimpectli4qual; Opaque 17J310022 Yes Yes Yes NfA Composite Edge Fiberglass Double Do., An &q epd:Nor� Indi u ot � Sid elites (I neivid ng/Outswi ag; OXXO caffigun'tun) 17 q. Thami Fib-Cli and Sno-th-Stiar N.minal 68939,,g &quxaLNInpe=t&q.o, Opaque 12J3112022 Yes Yeis No NIA ComposIlo Edge Fiberglass Single Door (InewngfOurtswing; X configurallon) 18 r. Thermai Fiber -Classic and Smocith-Ster Nominal f%#$9i 8quotMon-Irromai Opaque 12)3V2022 Yes yeas NO NIA Composite Edge Fiberglass Single Door with Sidelit"(s) (InsvAngiOutimi AD, OX or OXO config ur-ti.de) 19 s, Thernri Fbar-Classno and Smooth -Star Nominal 6'8 &quot�Nod-Imoact&quol Opaque 12)�112022 Yes yes No N/A .chnienshe Edge Fiberglass Double Door with or i,ifthout Sidelites (IrswIigJOutsiimi XX or OXXO configureticirs) 2D t Therma-T. Flibeir-Classic and Sirinoth-Star IN 0 mided 84&#39.0 &qcoCNon-Jmp@ct&qui Opaque 1213112G22 yes Y,`5 No NIA composite Edge Fiberglass Single Door (1- , inglOntevvini X ... figuration) 21 u, Therma-Tnu Fiber -Classic and Smooth -Star Nominal 8&#39:0 aquotNon-Impai Opaque 12)3112M Yes Yes No N[A Corroded- Edge Fiberglass Single DOOFwth Sid.ltd(a� lIra.,vnoiO.tmMng: XO, OX or OXO diffituratIonsli 22 Y. Thermi Fiber-Cl-icand Smodif-Star Nominal 8&ff3@;D&qucd;Ncx11mp,dd&q,,t; Opai It 2131/2022 Yo. Y No NIA Composite Edge FIberiltass Double Door vAth Or vathmut$id elites inswinglOotiew,g: )V, or 0i cdnfiguraficmm� 23 w Thermai Fiber-Cadi and Smooth -Star Nominal 3'8 &,qwotNQn-ImPaQt8l Qtai 121?lf2Q22 Y.. Yes No N/A r --poeit. Edg.Pb.rgI.ss Single Door (I rawngliOutsdvii X configuration) 24 x, Therrine-Tru Fibrim,Claesic and Snnodth-Star Nominal 6&#39,.8 &quotNon�Impact&quci Glazed 121&1f2022 yes yes No WA Composite Edge Fiberglass Single Door with Sidelbace) (I neWng)OUri XO: OX or OXC coldfigu'alions) 25 y- Therme-Tru Fber-Classcand Smooth -Star Nominal S&Af3g;&&quotNon-Impact&quoJ; Glazed l2f3lr2022 Yes Yes No WA Composite Edge Fiberglass Double DoorvAth or without Slidel ties (InewinglOutswing; XX or GXXO I I configwaticir.) 26 z- Thermal -Tru Fhhe�Classi and Shrooth-Stair Nominal 8&93910 &quotN6n-Ipact&q.6t; Glazed 12131M22 Yea Y68 No NfA Composite Edge Fiberglass Single Door (I newrigiloutswing; X configuration) 27 Thamni Filb-Cle-ro and S-i Nominal 8&939:0 &nuothlon,impauct8quot Glazed 1213112022 Y- Yes No NIA C.mp..ita Edge Filborgi- Single Do., fith Shiall itte(s) linpAng�OutaWng; XO: OX or CXO configu"'j" 5) 28 zb. Thermi Fither-Chassic and Smooth-Slar Nominal 88#39;0 &quot:Non-Jmpac1&quoL Glazed 12131f2022 yes Yes NO NfA Composite Edge Fiberglass Double Do., Wth or without Sidelibi (IrevvinglOutewing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ga I of 2 13121:21 Code finally or Cale Dals Das Perdido Me T"'. Vmpaitm Maradaclum, Contact kromi Licuman. Validated R, v0dratinj Submitted FaC Approval A-r-ad Status R..ei.n 2020 TAI Wqdovs ad Doom Bren Sitinger Leis Robed Lomas Steven M. UI FE 10/06/2020 101061 10,19/2na 12MW2020 Apprccad Category: Exterior Doccs IT17�365-3300 PE-82514 i7W)317�8454 Subcategory,. Sliding Exterior Door Assemblies datil,ger@mhud-com C.mpl lance Mettroct Evaluation Report Ill a Poncla Registered Architect ore Licensed Florida Professional Engineer I'Lliotlt.-As Plocutis QuWrry Assuranp. Appi for Lao Approved for Use Impact Cti$ku) red ft =11�"7101 gir Name Product Nsorli In HVHZ Outside FIVHZ R.91"i Pressure 1 S= N"U"M SGD SERIES 420 ALUMINUM SGD OXO 120W2024 No Yes No NIA l45-`v4&qaot:x8O" NONl CED 2 SERIES 420 ALUMINUM SOL) SERIES 420 ALUMINUM SGD OX, XO, XK 121311t=4 Yes No N/A 966ou"t ;X8O&qUt NO ]-REINFORCED 3 SE HES420ALUMINUMSGIDREINFORCED SERIES 42 a ALUMINUM EGO REINFORCED OXO 1M1/2024 N. Yes No MIA 14�'149,quot:xa5furuot: 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM Z313D REINFORCED OY, 12J31b`2024 No Yes No N/A )(0. XX 96&q�o[:.9`l 5 SERIES 42GAILUMINUM SW REINFORCED SERIES 42CALUM 'NUM 313D REINFORCED XXX 1Mlt2G24 No Yes No INIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail I". I f2 1102021 cod" EIltY or Did Dat Data Pernell, P10 "Voli Version Manufacturer contact Erialmed & Lio.ni Validated 3V Validated submitted FDOApproval Arox.ved Revision 2D20 "re-Dintm, a civusion of Overhead Do,, Eli Kamilh Jchn E. S..tei Joli P. A a as_ P.E I Oil 212D20 D9121IJ2920 10i2�i2l)20 12(1612020 Apor-d C.Irponaticun (33D)763-6121 PE-51737 (K 4) 8 21 -6 ZO CahaoGry'. EXmrI0r Doors ractrishoway-il'Itch C SubColegan, Sacbernal Exterior D-Aseardi Ore C-pilead.. Method: E,.W.Hon Report trend a Fiords Registered Arohifterot or a Licsirsed Florida professional Engineer !"'8248111121) "MoActs Queue, Assurance Approviall for Il Ad-ved for Us, Ini design Sea k FiLoducl=.l.hImber- or Name Product Description cordra0EXPIrat On Date L In HVHZ Outside HVH Resistant Pressure 3 '05 S&#3s: M.� idth. 148atla; M. height. 0�zlrg 12i3M2023 No Yes Yt, 431.00[-35,00 available In top or ten.diati, sodro . 10 60091al 0018200 a, 1684,9; Max wilml, 14645$, MU height, Glazing 12f3l=23 Y. Yes '30,01-33.50 evellatnti In top or intermediate section. 11 80001810OWDD #1124 168#3S: Max "idth. 149#59: Ms. height. Glurg 1213lQD23 No Y. Y" �34.4008.30 everilluble Intep Florida Department of Business & Professional Regulation P.g. 1 of! Building Codes and Standards 1151202 Product Approval Application Detail Code Inilty or Data Data Det. P�andlna we mm Version olienrunnatumir contact Eirmi ... r & IA .. st Validated Ely Validated Submilbod FBC Arri fterevoid &,to, Revialbin 2020 Curries U,lviar of AADG. di Tom Rattey ILL LLC 71 Bishop, P.E. 12MO42020 12JOV2020 12t2li2aZO Approved category: Eftror Doom; (S41) 494-2813 1954) 94T_0880 isubCaleglary: ExtenorDoorComponents Compliance fillethock Certification Mark or Listing m FL#1 F11,i Quality Assurance Atilaroyediroir Us. flucar-Ind for U. Impact DealilL S." Product Jvc "Illon contract Extrinitican Date 1, HVHZ Outside HVHZ Resistant Pressure 1 Ep" 847 Single and Pairs of Flu sh, Glued . and Louvered single and pairs or 12J31/2026 Yes yes Yes INIA Doors hallow moral doons. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 15=21 Cod. Fault, oi nad Data Panting ad. WNS, M122 Version N14durectuder ccrxct =en Ulcerasir Validated Sv Validated .9oldinitted FOG Ammansil A-r-d States Revision 2020 MI Window. and Doors Bront Siffinger Architectural Steven M. Urich. PE I 1,1112D20 11117M20 1112712020 Approved Category. Wnd.Wa t7i ?) 3eff-3300 M"uractwe" Association (T17) 317-8454 Subcategory: Single Hung mutlinger0puntwul com Compliance Method: C.niford., Madr a Liming Queen, Animilia-e.c. A,,v,d for Use Aogmi frar U. I-ect Deal Sea A Pit! Model. Number or Name Product Description contraot Fxcirzglpn Date In HVII Outside Hl Itestatant Pressure ?. 2 s H 52x72 Fin/Fliii Frame IG/SG Single Hung I W98Q023 No Yes No '60�LR Laminated Glass C_ (n -0 CV -M > 0 (D (L) CL 0 CY) -4- (J) 0- Cn CD -0 Co 0-0-0 -cu (n 0 2 21 CU = 0 .2 Al CU LL %+..- 0 CU > (n ._-0 (n CD cn E w CU "0 Al C/) Z Z W =I C%J =21 Cl- C-4 C= CC C-4 -at ou C_ cn > 0 > L_ CD- 0 CL < L. _111i 0 0 L) M -0 0 W Z _J SHEET NO. PA 1.0_ Ufi� IR I P I h' s I I . I I ; ', � . . ' , ', � " " - e'� � I . � I � �' �"' , � I I � �. - -1 , 'X','� " .y . . , - I . . I I ; �Fi. it .�_ _� 'i"W21,111 �_ " " A_ � " �' — � , � , _ .. . � — , a- �r 11--l' " . . . � 11 - A.-O (1) 41) li I FF�w — U) M (3) -l"-d Florida Department of Business & Professional Regulation pages big Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Page 1 of 1 Honda Department of Business & Professional Regulation page I eF2 0 -0 > C- Building Codes and Standards 105,202 Building Codes and Standards lw=i Builcling Codes and Standards I W'm Building Codes and Standards J&2021 0 -4.- =3 (1) _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ L- (__ ___ (1) CL 0 a) Q_ 0 L_ a. " Rim - � 11, I . l code Eni = Date D4W Fending Date � . - I - Ca"ll Entity Data Date Date Pending I � Date = CU -0 Dee. . Tvis. Version Manufacture, C.nt.gl Eyl ... &I-loems. Vallchated B Validated Submitted FBO Approval Approved Statu Cod. 'nie, Venslon Manufacturer all u contact Engineer 8 Uporissi Validated av Day. Data Validated Submittal Date Pending "SCApproval 2& ealtrineWd status code Iv.. Veratert Manufacturer Contact Ertoineiii Li ... a, Validated 8, Date Date Vilifichaold submitted Data Poludifia FaCAuguarelval Data Approved Status 7".. Vsmadart fil-fact.rair Contact EnQih,,& Upfifinal Validated 0, turtir,daunal submitted FifiCAn-ad Approved status . - * (D a) 0) Revision 2020 Tlharnru.-Tru C-pid.H., Category� Exitedor D.- Steve J-par- Lyndon F. Schmidt P E Ryan J. King: RE (800) �43�7628 PF-43409 767-6555 I W07f2i]21 0911EV2021 1011S2021 1M5�2021 Approved Affifinnation 2tD20 PG71ri Jim, Rei Winnii OCCO - CER Mi.,-D.de BC(o � VAL 1 V05121)2Q 11u)5r20N 11(1112020 Appr�d R.0- 2020 MI Windoes and Doors BrantShRiger American Archiesture] Steven M. Ui HE 1MU2020 lofo&2020 1 Olt 9/2020 Apprpoehd R..sl.n 2020 PAI Wholows and Door, Bre,it Siting.r Armiliesm A,ohlisal.ral Slavan M. Until, RE lla212020 llf2212020 11,2an2020 Approved 0 -4.- U) -t- Suldoategiary: Syvinging aterior Door Asecernblies (813) sjaspersondthermai Category: Wndha,va (941)488-010D (786) 315�2590 Category Windows (T17) 365-2300 Mimulacturers Association JIT) 31T-8454 Category: Winds- (717t 395-3300 M-faclu-i-eirs Association C717) 317-8454 I CCm pl(ance f0ethod: Evaluation Reportfrom a m Subcategory, Single Hung 1-yerefid@p9thidustri SubCategonn Horizontal Silber bstIIrgarQrrIwd.c,. "Category: Fixed C-plialince Method; Certification Mark or Listing b,ItIhgbr6_rni-vd.p.. a) -0 0 -0 F ,ends Registered Archlect or a Leensed Florda carnpiflancia Method: Certflibst1w Mail, x Listing on, Compliance Method: Certification Mark or Lating I -0 0 0 '= Professional Engineer FLOZXA28Produ I ptqiieltiui�ell Products I � I 11 I � " '' I ''I ' 1, 1 1 I I " - I , " � I I � I 11 , I I ,fL*1:W-R1A - Moduiduck I � I I � �' " _1 � I I � I I = L-(3) FL92046i-ftl Products , I I I I I . � Ampraved Impact I Qrshilltyr Assurance Acheroyediforthin, Audi I fell Use Impost Dealer, 0 EL = 3: - Qu,litn As,,,,,, A,,-e,d ficur Us, Atunrovedfortram ],,,at 0-,I,n # Quality Assuraficul Approved far Use for U. 4V4Z Design ran # Product Model. Number or Nam- Product Description contract Eyarilratell Due In HVI1Z Outside KVHZ ithislatent Pirthisme -2 = UnalityAssurefice ApprOVielforUse ApproverlifichiLlse Impact Design SMA Product Modet, Number or Name Product Description Contract EltrilstImi Clate In HVHZ Outside HVHZ Resistant pressure a.- P-doortfifiliadurl liftembiarm-11- porshent D-nift Contract E.Mrsdicurn call In HVHZ outside Riisihitarfit Pressure 0 LL_ — Sent X Product Model, Nam bar or Nam Prod uct Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure 2 SH5500 fL.rg. Lasalle Ir,p.ct) Vinyl Blrgl� Hung Wind- 0713012025 Yes yes yes NIA 1 HS 10 Fin and I'l-g. Frem. 7�42 fibulided 111a. 02118/2024 No yes No -55/-55 1 iss PW 7S . 72 I-Ititad Glinas 04/0SZ20" No Yes No .60/-60 = M := co 1 a, Thermia-Thu Filber-Classic and Smooth -Star Nominal 3&9�08 i3quotNon-mridept&quot Opaque 1213112M No Yes No NIA '+_ Composite Edge Filmrglatear Siugle Door D -0 imewing/Outivying: Xconfiguration) . E (2) 2 b, Thernmi-Tru Riber-Classic and Smooth -Star Nominal 68 8quotNort-Impact8cluci Opaque 1 Mi/2022 Composite Edge Fiberglass Single Dwr No Yes No NIA (3) L_ (3) with Sidi (InsWrigiOutereargr XO, OX or 0X0 C/) -1-0 C_ confie umfi.na) . - W CU 3 Therme-Tru Frear-Chisalcand Smonth-Stv &quciItNon�Lmpcipt&quot: -1 c- C- M _#P c Nominal 5&939;8 Opaque 12131/2022 Fiberglass Composite Edge Double Door with or No Yes. No NIA le - = U) < without Sideliles (Ins,uinglOutsvvipi@� XXor C.XXC -0 . - I configuratons) 4 d, Therma-Tru Fiber -Classic and 3mouth-Star Nominal 7&03g,0 &quot,Non-ImrpadSquot, Opaque 12131;2022 No Y_ No NIA - Composite Edge Fiberglass Single Door (InswinglOutw.ving; Xconfigurai 5 , Thenma-Tru Rtier-Clahszi� and Smocum-St., Nominal 78#3ViO &q..t:N.n-Impac1&q..t; Opaque 12131b'2022 No Yes No NIA Composite Edgi, Filbargiliassi Single Door with sdolite(e) (InewrigiOutevving: XO, OX or OXO a f TheIrmai-Tru Riter-Classlo and Smooth -Star confeurationr) Nominal 6&#3�;O &cIuctNon-Impadh&qui Opaque 12I3112022 No Yes No NtA Florida Department Of B,Ul & Professional Regulation Pea. I &I Florida Department of Business & Professional Regulation page I d I Florida Department of Business & Professional Regulation Page I d'i t Composite Edge PbergaesSingle Door Building Codes and Standards lavZ21 Building Codes and Standards 1612021 Building Codes and Standards IMJ2021 (tinsvAngfoutswingh X configuration) 7 g. Tharina-Tird Filboh-Clifie.id and Smooth-Stea, Nominal 8&939;0 &quct;Non-Impadt3�qUQt; Opaque 1213112022 Composite Edge File"Ififiell D-vith No yes No NIA Product Approval Application Detail ProductApproval Application Detail Pro -duct Approval Application Detail Sslialitd(�) (IrawhinglOutevrny: XO, Oi OXO 11 . I . I - wnfig�radidra) 8 h, Thermal Tru Filber-Classit, and Strooth-Stair Nominal S'0 &quothen-impacAquot; Opaque 12JS1 12022 No yes No NIA � - - - Comeasite Edge Fiberglass Doubts, Door Wth or Cod. ain't, or 0-fie [We Ust, Reason, 999 �� Cod- Bright or Data [bit- Data peedine Date � Calls Entity on Data Data Data Panel- I name 4 Without Scalil (InswinglOutswing; XX or OXXO TVPa Version fillanulaucturair Contact �riciio & Us- Validated By Validated Submitted FSC Approval Approved adlqk 7v.e Version Manufacturer Contact Enrin,ar 4 License Validated By Validated Saari FBC Amaro-I Appre- shat.. TV- version Manufficlurer Contact Engineer 9 Upens. Validated 5V Validated Submitted FDC Approval AD oreved status configurations) ... I 9 i- Therma-Tru Rlber-(�Ibiasic and Smooth -Star Nominal S&#39:8&qvot:NDn-[mpacrn&qdoi Glazed 12131 Q022 No Yes No N/A Affirmation 2020 PGT ,busti-es Jon. R.a.-In M-li BCCD- CER Mkimi-1),de RCCO - VAL IIMM20 IliO'12020 1111112020 Approved R4ai.n 2D20 MI Wind-, a no Doors grant Stiling., Lot. R Lcrree� RE Stsych M. Urich. RE 101OW2020 1010&202D 10A 9f2020 12115M20 Approved Animation 2D20 PrTindustries J.., R-cleveld Mi.mil ECCO - CER Mharril-Dadis BCC0 - VAL 11)051202C 11105J2020 11111/2020 Apip-ed Comp-ite Edge Fiberglass Sing I. Door Category: Wind.,- (941) 486-0100 (786) 315-2590 Category: Winehows (717) 365-3300 PE-6251 4 �717)317-8454 Category-. Mrichows (941)486-0,101) (7815) 315-2590 (InevvingfOuteoving; Xcionfiguration) S.Isc.tag.ry! R-0 hovoyslacglaolindushriese subcategory! M.1111che partlingarafirtwd.com S.bC,t.gcryr: Mi Jrosootki@pg([nsd�amaab 10 j- Therme-Thn Fliber-Classicand Smooth -Star Nominal 5&.#39;8 "Non-lmpchct&quck Glazed 12131/2022 No Yes No NfA C-phs-Metheclo C�,tii Man, dr, Libling bra Compliance Method: rvattititien Report kQm s Ctimpilharturifildil Carilication Mark or Listing cm Composite Edge Fiberglass Single Door With - Florlde Registered Architect ,ra Licensed Florida Sidelfte(s) (InswifiglCurt-Ang; XO, OX or OXO - F L*24�2A Product ' 1� I 11, I I I I I � " . 11 I I I I I , " 1;� , _ , I I I I I 11.1 �11 _"' , "I I I � I P,.N,ai.,,l Engineer FLAW1.030ii I I I I 11 k Therma-7ru Fiber-Classio and Smoo-th-Statir configurations) Nominal 3&#39:8 i1quaLlilon-impect&qUot Glazed 12131�2022 No yes No NIA I Cuisine Asemsence - -1 Acturevad tor Use I A,,,v,d far Use Ifireact Vast- , PU4035&fis Products I I I I "I I I Quieft ka,marida Approved far Us, Aegribysedfartfs, emnagit Disidurt Z C'mi Edge Fiberglass Double Door with or Seek P,oi Media. Number or Me- Product lhnicret�cm Cantriest 5.0insi Data in HVIl dulled, HVH Resistant Presumna Sea 9 Product Model. Number ., Name Product Description Conarsol Expiration Date It, KvhZ Outside HVAZ Resistant Pressure without SIdelithas (InswingfOutswing. XX or OXXO 5 PW-5520 rL.rg. Missile 1hinp-1 Vinyl Fl,ad Window 1413N7025 Yes Yes yes MIA Qualldir Assurance Afifirinfivortforthh, A-,,v,d far U. Impact Deal I Mullions for Al Doors an d Wlidoe,a Aurrin.. Mullions D5126,2026 Yes yes Yes MIA comfigumi Sea A, Product Model. Number ., Nam. product Neculuctia Contrast F-flati- Data in HVHZ Outside HV14Z Resistant P.-re 12 L Therma-Tru 'iber-Classid and Smooth -Star Nominal 7'0 &quat,Non-lmpaat&qUct; Glazed 12131 Q022 N. Yes No NA 2 r '784 vadidal Ad -in- Mullis. 12i3inO24 N. yes Yes N/A Composite Edge FiWgilass5inglie Dwr �Ins,,mgi utirwhi Kdonfigurti 1� m, Theurni Fibc,-Clas.i. .no Sm.oth-al., Ncimin.1 7&03go &q..t;N.h_I.phadb8q..ti Glazed 12131Y'2022 No Yes, No NiA Compesit. Edge F:ib.rgl.w Single Doeor with Sibelites) OnstoinglOurawing; XO, OX or QXO cordigusuctions) 14 r. Themn.-Tru Fibea-Classi,c and S.-th-St., Nominal 8&*3g;O&qudtNon_Imip;u,MqUot Glazed 12/31=22 No Yes No NIA Z Cournpidefifie Edge FlIduarglia- Sri Door (In8*Ang1Outsw1ni X configuration) 15 o. Thermo Tinu Filder-Classio and Smooth -Star Nominal 8039:0 3qiuot-.NonImpabt&qUdrt: Glazed 1213V2022 No Yes No NA Composite Edge Fiberglass3ing is Doorwith SihdailWs) (InewrolOutevving: XC, CX or QXO Florida Department of Business & Professional Regulation Page I or I Florida Department of Business & Professional Regulation Riiiii Florida Department of Business & Professional Regulation Pete 1 �f 2 16 p. Therrin.-T. 'Iti-Cas.1i, and S.-th-Sts, otonfigunitims) Nominal 3&#39:0&quodhmn.Impact&quot: Glazed 12V3112022 No Yes No NYA Builcling Codes and standards 1 fia'2021 Building Codes and Standards 10R�2021 Building Codes and Standards 102021 Composite Edge Fiberglass Double Dcor With or without Sidelifies (Inwing/Ouusvving� XX or O)O(O Product Approval AppliC Detail Product Approval Application Detail Product Approval Application Detail LU configiurtati.irl ation 17 q Thermal Fiber -Classic and Smooth -Star Nominal 3&ii &qu.t:Non-Impadt8q.dk, Opaque 12131/2022 No Yes No \UA - N I 11 I - Composite Edge Fiberglass Single Door with Transom (Ins,ing/Ourrawyng; OfX configuration) I . - 10 - Therma-Tru Fiber -Classic, and Smoori Nominal 39#39;8"Non-Imp@c1&i Opaque 1213112022 No Yes No NiA code Entity o Dal. Data Chi Pending Data Cod. SMA, ber gains pill Data Pending 090 Cod. sell, or Data Date Date Pairdiumb Date Ccurmp..ib. Edge Fiberglass. Single Doeb-Aff, Type voram, Manufacturer Contact f"greal 211 Ludififires Validated fly Validated Submitted FBG Ateri-al Armarrya status Type Version fifilemstictu'a, Contact Bush- fil License Validated By Validated Submitted FBC Ativircryal A,R,.v.d Status Type Version fifilentifectursar Contact Engineer S License Validated By — Validated Submitted 1`15C Approetil Approved Status Sidelile(s) and Transom (In-AnSIOdfieviing CJXO, 01OX or 01OX0 configuration.) . R.'i.i.in wo Jamo Herdic guiding Proctuat., Inc, Chad Diaroce V Andrew ran John Southard. P.E. 01,10512021 12/10020 01mb2021 ding FBC Apph Revemi n 2020 Aisle. Nick Thorrips., Ll,d.n P. Sum-ri P.E. Ryan J. King, RUE. DV15�021 p7nbinZ021 CZaZ2021 W1212021 Apipmyed Revision 2020 GAR Ml.h..l Start Robert U-1- John W: Knezavii,h. RE 09,20GDN D@2b2020 10i'02292,0 1211r12020 App-ed 19 a, Therma-Tru Fiber-Caseic and Smooth -Star Nominal 6&039; 8 giquot�Non-lifiripactiRcluct; Opaque 1213IJ2022 No Y.. NO NJA Careippiry; Panel Wells (900� 545-835a PF-81s32 (352) 367-2520 Category: Rare Wall, t=� 922-2389 PE-43409 013) 76'r-6555 category; Rotting (61)0) 766-3411 PE-69166 (954) 772-5224 Composite Ec& Fiberglass Single Door with Subcategory: ading ,h.d.dIprbk.@Jam.aha,di S.1poltileacry;'9offits nthomps-&I,ida.b.irt S.ItCabagsl A,phbIt,9hIrgJa, nfisli.h@g.f.com mi Sidelibe(e) (lns,,in91OutsWni XO, OX or OXO Compliance Method: Evaluation Report from a a.-m Compliance Method: Evaluation Rapeat fr.. . Corral .... Method: �,.Iubdlcyh Report from . Continuous Head and Sill configurations) Florida RWistanad eirchitent or. Licensed Florida Florida Registered Architild- Licensed Fitride Flands RegiateradAreirlintict or a Licensed Poride 20 t Thairm.-Tru Fibe,C11 and Smd.th-Spi, Nominal 88*39:0 i1quodNeminfiliciet&quot Opaque 1 V31,F2022 No Ye's No NJA Professional Engineer Fin.f.c.loull Eng-ar Profe-rifil Engineer I Composite Edge Fiberglass Single Dporwith I I I 11 I I I � , � , I - I I I � I Sidelilte(s) �lnswing/Ourtavfimi XO, OX or OXO F1.413492-RilArodyglis I I I � I Fluirightti-mis Product, I I I - � I FUNIMIM-fil2tPreducts - - I I I I Continuous Head and Sill configurations) QualityAssurandis Approved for Use Approved for UN Impact Design I I I I Quailly A.-ans. I Appora.d for thei Agicanci far Us. thread Deals. Quality Assurance Approyodforthay Approved far Us. ImpMh1 ci -�- 21 u. Thiserma-Tru Fibler-Classic and Shryocith�Star Nominal 6&939;8 &quot Non-Impao3quot; Glazed 12/3112022 No Yes No NJA Sao A Product Model, Number or Name Product Description, Contract EXplofificip Due in HVHZ Outi FIVHZ Resistant Pressure sail 0 Pr,duet Media, Number or Nam, Product C.-ripi Contract EIV11.41- chat. I., HVHZ Outside HVHZ linse.lislaint Pressure S-9 Product Model, Number or Name Product Disedphan Contract Eiiplratl2a Data In HVHZ Outside HVHI Reselatent presacna Composite Edge Ribeg asus single Door with Side]Ws) (InsWingfOutsiving XO, OX or CXC 1 Camplark Lap Sitting tiber-cement lap aiding 12*II2112� yes Yes NiA MIA I .. &qUo1-,27&qu.t! Soffit ViInt or SNid VinylsafT 12/31RO23 No Yes No N7A I GAF Aspheit Roof Stoglas Fiberglass reinforced! ts�tab, laminated, 5-teld and 12fISJ2022 No Yes NfA INJA � Continuous Head and Sill idonfig-tchns) 2 HeAi,PIenk Lei ilb-cement lapsiefing 12131[1202S Yes yes MM, WA 2 b &qupt:Ansuhe T4&qud; .5ofrt Vent or Said Vinyl Si I2131t2023 Me yes No MIA hip/ridg, asphalt shinglas \� 22 v. Therme-Tru Fiber-Cliessip and Smooth -Star Nominal 8&039:0 &quo,t;NomImdmi Glazed 1213112G22 No yes No NJA 3 c. &,duct;Greenlarlar Vintage Beaded M,9: Soffit Vent or Wild Vinyl 8offit 1 V31 M23 No Yes No MIA IN ComposibeEdge FibeglassSingle Doorwith 4 d a,Wa:C5&oudt: Spann Vent., solid Vinyl Soft 12�31,2 23 No yes No MfA C= 1-ea I Sidefibi (I havAngtOutevving XO, OX or Oi 5 o &qud:Chartar 02kLquol; Soffit Vent or Scild Vinyl S.flit I 2i3 )2023 No Y's No N)A I " 'g 23 w. 7herma-7ro Fiber -Classic and Smooth -Star Continuous Head and Sill opnfigirations) Nominal 58al &quot:NomImpsc1&quot Opaque 121,1112M No Yes No NJA I 6 f. &qt;SuperSp8,q.ck. Soffit Vent ., Solid Vinyl Soffit 1 �f3l/2023 No yes No NIA LO = Composite Edge Fiberg law Door Panels winh Vented '�o X3 := , Sidsli*.) �Insvvinq�Cnutswirg: M XXX or XXIQ� a- a) -= configurations) ;M' LAJ 24 x. Thermai-Tru Filder-Classic and Smooth -Star Nominal 8'0 &quot.,Nsm-Impah,t&quot Opaque 12/3112G22 No Yes No NA Cg Composite Edge Piberglasia Door Panels with Vented �:_ a- -.E-: C..-.3 =- Sid.lia(s) Onavving�Curtsvvihi XK XXX.)O= C3 (.; = Ill (= scurfig-ti.n.) ;= = cc c-, k 1'2 C�4 25 y. Tharma-7ru r lber-Clossit and Smooth-Sts r N..In. 1 6&939: 8 " Npn�[ mpsidt&q.cit: Glazed ID3112022 No yee No NIA - = cX3 >< CompeArthe Edge I'llbstrig IA. Ocber Re nalawfth Vented ....; 1� = Ct- S�delit.(S� 0maw,glout-ing; XX XXX Or X)V,X Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Page I art Florida Depe rtment of Business & Professional Regulation Page 1 of I . V) Cc cm - 26 z, Therma-Tru Fider-Classic and Smooth -Star configurations) Nominal 8&039:0 &quct:Non-lmoapt" Glazed 12(3112(122 No yes No NIA Building Codes and Standards 1002021 Building Codes and Standards 1 =21 Building Codes and Standards 102021 CA (n = CIJ _gg; CompositeEdIge Fiberglass Door ParialswithVented �X (= (V !! cli - Sidette(s) (ihsWng1Outsv,rIrg: XX, XXXorXXXX latodUctApprovall Application Detail ProductApproval Application Detail Product Appilroval Application Detail :t 3 W :'� 'i corifil uhavars) - CL -= 1W - 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &q..0con-Implactaquot; Glazed I V3112022 No yes No NA . !2 I=- = CompositeEdge FibegleasSingle Doorwith 38#39:0 Mm EME :2. CL) 0 Igo ;=- -'C Sidelite(s) (nsvvng1Outsvv%L XO. OX or OXO Entity Data Date Date Pending me Cod. Entity Data Cars Date Pending = U = obinfig-Vors) Code Eni or 2d-- 21t-. Data Pontine ,Date Cod. or 'rip. 222 3. M 28 zb, Therma-Tru Fib -Classic and Smooth -Star Nominal 6'3&quda;Non-Lmpact&quct; Glazed IV31= N. Yes No NIA T_. Version Manufacturer Contact EndinegirililJoilea. Validated ths Valid" submitted FBCA,,,-1 Amor.- altue. Type Version rearraufa,tudir Eriiji & ucan, Validated B� Validated Submitted FRO Atrabrovel Arprow Stan, version niftneftead.inir Contact Entil- Al License Validated Sy Validated Submitted FBC Appop-I Approved Status - Cc 3: - Composite Edge Fiberglass D.tilel. Do., With R.,As.n 20I20 TAMKO Building Products LLC Kern Eden Robert Nionninfin John W, Kneti RE 1010412020 GEV2912020 10AM020 12t15/2020 Approved Rieb,ocin 2020 LN Thompeon. Inc. doe 7hornippon Architectural Tory Christman Zee" R. Priest Steven M. Unit. RE 091171202G OW1612020 09J2212020 17J15/2020 App-al Rcyidain 2020 Honda Metal Products Inc. Clark Jon., James L. Budicer. P.E_6 St-n M. UMph. RE 09�7!2020 0gr2SrA20 10,04/2020 1211&2020 App-d = W Cut _= L.) co 3&#3g;0 Sidelfitche (I fievAnglOutiewri 0)0' ,O category: Fooling (4171 624-SE44 PE-t%156 s64� 772-6224 Metal, Company tTANCO, � �813) 248-3456 RE-74021 �717) 317-8454 category: Feeling (904) 782-&400 C BUCK Engineering �71�) 317-8454 *= . 7 = C= oonfigiuralic') SubCategow. Underleyments ki,m_:adar(@dsrX.p.m - Canegoni: Reding tony5_grounfictudnibeffling-rin 3.bC.Ihg.ri Radinig Accessories that are an iturn@flemsocom PE-31242 i;. " = ze, 29 zc. Thermi Fildev-CbuseQ and Struboth-Star Nominal n#WIQ &duQt.NQh-Impa't8iquVt. Glazed 1213112022 No yee No MIA Compliance Method: Evalustfori Report from a 3ubCat09ory:,RcpdngACcessorIea that are an lintaign.1 Pan .Lhe R..1ingaystern .!! -a .= Composite Edge Fildergl- Single Dwrwl integral Part , the Rwffng System Compliance Method: E,plustion Report from v " Sidl �Insvvirgloubawmg XO, OX or OX0 . Florida Piagletei-ed Archlbobt or , Licensed Hords Compfilartas Method: Svelit.flon Report from � Florida Registered Architect on a Lleweed Florde = E 30 zd. Thermo Tru Filam-Classin and Smooth -Star configurations) Nominal 88#39:0 &qucLNon-Impact&quct. Glazed 12tS112022 No yes NQ NIA I Pi-cfe,ei.n.] Engineer I 11 � I I � ��' � -, � FdAde Rlegish,radArchiftect- Licensed Florida Prolusalonel Engineer C5 U Compost te Edge Fiberglass Double Doorwith I P LOIZ20-R9 Products - I I I I � I I I I � I ," I" I '_' I I I I , '� 11" I I , ..", , ; '� 11 I � �' � I 11, I "I . I I I 11 I .� -1 I �� Profs chat Engli as! � � - I I FILeantitlit -Iiiiiarudi " 1, I e I - I - I I I , " I M - - 3&*39 C Sid.lit.. (InaWingfOW-Ing; OXX0 Queli.Assurearl AnorovedforUsi, Approved for Us* three 11-hat - I I 1:14115918-gaic'schnite I I I I I I � I I I I .2 31 ze. TIner-Tru Fiber-Cladist, and Smooth -Star berifigurartlon) Nominal 7'0 &quctNoft-lmpaot&qu01tShhpe 12131/2022 No Yes No NJA siolk Product Model, Niumbgr or Nam. Product Description iconfiracit Excilnuticin De". in HVHZ Out'l HVHZ assistant Fares- Quality Assurance Apprihicelfarlute Approyed for Use Impact Dat"lan Saba Product Model. Number or N ... C-fity Aamrance Product 0 ... notion ci.h.gLE,piallise Data Approved for Use Approved I,, li for Use outside HVHZ Impact D�51an Ruishm,et Pressure Series Composite EdigaGhazed Fiberglass Single I TAMKO Roof Undarlaynnerni Reatunded.yinenle fi-y- F2C VHZ 05GW2023 Yes No MIA N/A S she # Product Model. Number or N. Product Description Contract Exonration Date in HVHZ Outside hill Resistant Piani... 3 3- FLAMCO S�qud!RV 10 Ridge Veni Aluminum Ridge Vents for pitched roels fabricated � 2131 r2O24 No yes No NA Door ,Ath or without 18039 2 Sidelle(s) jurisdictions, I TAMCO Flat Top 011�Ridgo t with gale I., The 26 ge. static rodi'vefiffli wth Icifflo 09/0912026 yes Yes N A NiA from 0.025' Nurri-fin (Inevving(Outewhig; X. OX XO or Oi configurations) 2 TAMIKO Roof Unde,hyments iNON-HVHZ) pool urided.ye-ts for use 1, F BC r--HVHZ CW2912023 No ybe NA M)A 2 TAMCO i3c.a0fieclIVent 20 ge. 09/0012026 No Yes NiA ,O�52.5 judedoi 3 TAMCO Off-Ridg.RoxyVeri Baltic 26gy- etatlarobf,eatilist-ith irtagnatedbeffl. 09109/2026 Yes Yes WA N/A 4 TAIMCO Round Top Off -Ridge Vont,vith Batiffe, for Tilo 26 ga. sterna ro.f-Ill.t.firivith battle OW912025 yes yes N,A Ni Florida Department of Business & Professional Regulation Pagel a I Florida Departmerd of BiAsinesis & Professional Regulation page I d3 Florida Department of Business& Professional Regulation page I of I Florida Department of Business and Professional Regulation Building Codes and Standards 117,12021 Building Codes and Standards 1,7)2021 Building Codes and Standa rds 1125rn22 Building Codes and Standards Product Approval Application Detail 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) 01M vim gol = L. Cod. Type ves"' fidanufactijig Entilly o Contact Engineer A I-Ififirea, Validated 0, Dal. bad. Vififightfibei suingthad Data P.ndfir; FBc A,b,,.l 0%. Above, status Cod. Type Version M,n&,ct,,,, Entrit, . Contact Ernifinner 9 up -se Validated Sy Data Ims. Validated submitted Date Penal- POO Apubmal Date Avamyad at-b". Code 7-a Version Marnsif-buria Entity 0 Contact Engineer %Licanall valiplated 8 Date Data Validated SwinnitifieJ DaL- Pending Far Approval Date Approved Stally FLA259-1131 Revainn 2020 Lement. Ketrine uclicy James L ellckran P.E. Sleven M. U,Ich, RE 11MI2020 11123n(320 11�29)2020 ding FBC Appn R.viudn 2020 Spiral Rodfing Anderson Rabin APUO Uniform Evaluation Gary W. W.fk.r 1 qi(i3r2020 IV)n(320 11ID512020 Appro,ed RevlaloiI 2020 Global Pr6tiectl0h Prbdhuotfia� LILC. Tim Robinson Walter A. 7lit Jr., RE John W, Kneravich, RE OPID812020 09J0&r2020 1 0101i 1211512020 Appre,ed (D Cod e Lamuqf Date Date Date Date Status Craigerr caching (50i) i`43_6193 PE-al242 (717) 317-8454 Catagnny: Rooting (60 I � 380-609 I SeNlibee LIC (205) 354-011M Category Shuttiore (954) 689-7545 PE-44187 (954) 772-6224 Vers! lyversion Marnifiacturer Contact gag In aer & Validated Submitted Pendin Ap-roved Approved Validated By SuhCanagary. Rd.firgArrabscre,tti.t- an itle.yelo-mcom Subcategory: Robtrig"Rea RobInArdersonglocral.co . SubCatiligory: Storm P ... 1. Compliance from tirterobinconQgpitientoom .pe . _p Revision 202C �OLYGLASS USA MahuryAlpert, License John W 1101213f2020 10122;2020 FBC 12/15/2020 Integral Part grins Rooffing System Compliance phirtmid: Evaluation Report Loan . C.iniall.r. Method: Evaluation R.p.ftfirom a pmchi r.li,isin, Entity Method: Evaluation Report a Florida Registered Architect ora Licensed Florida Category: Roofing S9542331 33OSmal perh@ polyg lass-com Robert Niamirien Knezenyioh, RE &112131yk Florid.RegiatchadArchlbacteraLlso ... d Florida I - 1, I I 11 I 1, I I I I . - I - -, Professional Engineer Su bCategory: PE-591 68 (954) 772-6224 11/0112020 11 Professional Engineer I I I FLgqsAm2 Pricti I FL0507gAs Products I Under-Jayments I I Products I ! I I I I I I I I I I . I �' I I � I I I I I I I _1 - I I � I I � , , � I � � I � I I " "I Quality Athisurince Approved for Use Approylictfor Us, Ismaell Design I I I I so-0 P,.d,,t Modal. Number or Nam, Product E-Hutlon contract Jiryielsilion PgA in lil Outside HVH Resistant P,,,- Qualitv Assurance Appell for Use Apondved lot Qhhe Impact resign E Compliance Method: Qui Assurance AVorpeedikir-Uso Aop.va(J far Use Inimbact ofififilair 16 S-ty � Shake. SWe. Country Slate. son Old English Rat Profile - Denver, CO 12131C2020 No yes MIA NfA Sao 11 Product Model, NumberorName ProdUct Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressium Evaluation Report from Sea# Product Model. Number lu Name Product Description contract Expiration Data In HVHZ Outside HVH Riesuall,mi F-sure Thatch &2firi impact 1 20 Gage Galvanized Steel Storm P.-Ie/HVHZ Corrugated Galvanized Steel Storm Panels retained 12i3112022 yes Yes Yes WA a Florida Registered I Ji,ck-Ahrl Di o,TRI-Built D,,k-Air DA-4 L- Phone, P.1yipropylar, Plastic. Roof Vert 1211MO25 No Yes No ,97.5i-0_5 17 Saxery 600 - Slate.Shake &.afirp� Split Stake Flat Prefile - Stockton CA 1213IM20 No Yes MA MA or not byliacks to provide hurricane protection. 'elle-0 Architect or a LicenBed M,shorucallyAthichisi Plisi-vood De�k. i: Sy800 -$[at.. Slh.k:&,hrnp� Split Sh.lo, S-bry 710 6h:k 9:�.Aamp Stu" Snake Flat ProF,I,- Mail., CA i 2131 �2020 Fiat Pneil. -Sh,eki.tj CA IVSV2020 No No yes Yes MIA MIA NYA M)A 2 24 Gauge Galvanized Steal .Storm F>.hele/NHVHZ Corrugated Galvanized Steel Storm Panels retained 121,'3112022 No yes Yes NA (D Florida Professional Engineer 20 2T - - : S.� y 00-Sh 51 & p:5pi,tShaka on , �:� 7.1tes Espen. I Barcelona F1.tProI1I.-RIMI.,CA 12(31Q 0 fgh Profile - Katy� TX 2F3 ,2020 No N. yes yes N(A MIA NIA NJA or not by tracks to provide hurricane protection. = a) 28 Wile Lost Pr.ffle - Katy. rX 12I31�020 No yes MIA NIA FL#6259-R31 Products = ClusIV,Astaturififific Approved for uses Ap&Loya�U Lmigillet oaftin 2.7 U) 20-CL-ft Product Model, N-lbeir cur Nia. Product: Descrielien Contract r2Wjration !it HVHZ outside HVH prosistaunit Pressure Date I Polyglass Roof Undedayinnerits Roofing underlaymerfits 10121=22 No Yes NIA -1111AI-622Z IM I Polyglass Roof Underhymerits tHVHZ) Poll roof underlayments for use in 1`13C12ii2312023 Yes No N/A N/A I HVHZI.n.dii ... � > 2 Polyglass Rooft-rderlayments (nw-FiVHZ) Poll roof underlayments, for use in lW2312023 No F8C non-HVHZ jurisdictions Yes NIA -WAI-622 5 M 0 1 Picyglasis Roof Underialyments Poll for In FBClW2312023 Yes No NIA NA Florida Department of Business& Professional Regulation Foe I of I Florida Department of Business & Professional Regulation page I 01 Florida Depa firrent of Business & Professional Regulation page 1 of 1 " (HVHZ) roof underlayments use HVHZjUm�dIdb ... Building Codes and Standards V25,2022 Building Codes and Standards 10i2o2i Building Codes and Standards lr,12D21 � > 0- 2 Polyglass Roof Undedayments Chon-FiVI-1Z) Polyglifist roof underlayments, for use In I Z2312023 No PRO n.n-HVHZ jurisdiction.. yes NIA -Ni 5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail OL I Polyglais Roof Underlayments �HVHZ) Polyglas5 roof underlayments for use in FBC1212312023 Yes HVHZ jurisdictions. NO NIA N/A 0 < aim RM as 2 Polyglass Roof Underlayments (non-HVHZ) Poll roof underlaym ents, for use in 12J2M023 No Yes NIA -N/Al-622.5 Code Entity . Date Data Date Pending Data Cod- Entity or Date DM* DrosPendifial Date 1.4. Entity . Deme .M-- Olt. Panchen "a FBC non-HVHZ jurisdictions. __ T-e 7ersion Manufacturer Celli Engineer & 1-hoempas Validated Validated Submitted FEC Approval Approved status Ty-aa Marraittri fifiltrufactuinfir Cameos Enahmear & Userre, vithidated By Validated Submitted Palo Apeopyid Amai Status Type Vienuouri K,,,r,,t,,r Contact. Engineer & Lidame. Valmetiad By Validated atuthinfifited FBC Approval Approved status L. -4-0 I Polyglass Roof Underlayments (HVHZ) Poll roof underlaymentsfor use In FDOIX2312023 Yes No NA NIA Rd�ision 2020 All Am.neen Shutters and! Glass Mike Barbieri Frank L Sain neurd., RE Troy Bishop, RE. 1012812020 10J1512020 ViO520210 12115i202C Approved Re,iaib, 2D20 Alpine Stuart LaOs ICC 6,nill.stid-&-o., LLC William M. R.Meri, RE WnV2020 i 012=020 11A 5,FZ020 11MV202D Approved Review 2020 Commi Concrete Produce,linc. Robe 131111, 0arranal A, Oro.n1dorg John Hay 1 ZII 6/2020 1 Pil 6/2020 12(29f2O2O ding F50 Appn 0 2 Polyglass Roof Underlayments (non-HVHZ) HVHZ jurisdictions Polyglass rodunderlayments, for use In IX2312023 No Yes NA -141AI-622.5 category: Shutters SubCatifighary: Storm Panels (561) 712.9882 FE-00461549 (954) 947-0550 mikeb@allarrieuricanshutte Cadual Sh.litural Components 4ilubCategai-y; 7ru.b Pieties (321) 710-3377 (407) 681-1917 Ma.,j.@.Ipneft..c.rn Category: structural Connpicrinint. subcategory: Products fintodi as a Result of (61 a�[0159-:�707 PE-34243 05Z SM-5311 precasgistoretraheoccum =3 FBC h.e-HVHZ jurisdictions. Complancue Method: Evaluation Report from a rs.com Compliance Math.ok Evaluation Report from . Proccurt Evaluation Entry M Technology Compliance Method: Evaluation Report from a _0 Florida Registered Architect or a Licensed Florida Professional Engineer - I I I I 11 I �, e "I -1 I I FIL#I989-R?r&L,9ub*s �, � - I I I I � " 1, I I � I '' I 11 � I 11 11 11 �� " � - I I I - I - I I I 11 1, I Honda R.glatumadArchliect or. Licensed Florida Prof ... i-I Engine., 0 rLX1700-lba, Products 1 . I - Quality A,-,,, Approved tar the Approved fair Us, Impact Design I'larI714416firrod I " S-0 Product Made], Number orName Chiallfilay Asinunfin Approvedfirr-Use Approvedfall-1,14 Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Design Preastj sea 9 1 Pritell Model, inuft,or or Nare ITW SrGhsJi Higher Strength ill 5,amp: 3) Product beebrityllon Contract Expiration Date Metal Cohrecteir Plat. 12ZI/2024 In HVIHZ yes Outi HMM yes Riellartnust N/A Pressure NtA I Quality A,e,,a.m Approved for Us. Approved for Use retract Cespen 0- 1 24ga Galvanized ,Steel Storm Panels 24g. G.I,.hlz.d Steel Storm Panels ISSV2022 Yes vs. Y.. NiA 2 ITWBCGIAlpine Hinge Plate Metei Connector Plate 12JI112024 Yes Yes NA NIA $-A Product Model. Number or Name Product Description Contract noinaltion Do- In JVHZ Outside HVH Resistant Pressure < 11 ITW BiDGIALpirue Trulok ITW BCG/Alplae Wave Metal Cannestor Plate i WV2024 metal Con -tor Plat, i 2f3l/2024 Yes Yes Yes yes N/A WA MA WA I Quality Propost or Commercial Concrete Poci P,o,ta,t and F-Irs-fil Comte. Urtale 05125r2O24 No yes MIA MIA a) U) -+--i'll M 0 M = < 0- . Florida Department of Business & Professional Regulation Page I of 2 Florda Department of Business & Professional Regulation Pa'.1 � I Florida Department of Business & Professional Regulation Page I aF2 """'10 . , Building Codes and Standards 1002D21 I Building Codes and Standards 0vl,u2u;1 Building Codes and Standards 9PU12021 iiiii-e- Product APPmVaI Application Detail Product Approval Application Detail Product Approval Application Detail 0 " M mmm aim LU C Cod- �nlltv 9 pass Cast " pace Pendinsi 2d! code Eolit, De"a Date cars Pending osti, Code Entity . Date Date gain, Plandfig Cial " 'n"'a version Manufacturer Contact E-i,,, & Upine, Validated Ely V.11d.104 Sigbriall Flao Apainhary.1 Aab-.d sletc. 7VP� Version Manufacturer Contact Encidneer S License Validated EW Validated submitted 15C Ammval Approved slow 1122. Vergil. lifi-faudlime Contact Encin- & License Validated Bi Validated submitted FBC Approval Adhhoi status 2 C Rb,s� 2020 Mli Inc. Bit, Wad. ICC Evaluation Sorvioni, LLC ICU Evaluation service, DiV1112021 09MGM21 0811 2?2021 Approoed Revision 2i)Za Wey,rh-ser Category; structural Components Pcb Baldwin OC 54ustion Service. LLC Ian Lehrer. P.C. �253) a24-6476 (608) B39-3288 =212D21 1011=020 0210312021 Approved Alfinmatton 2020 Npha Auminum, Inc, Wells Jose Silva Luts R. Lomas Steven IvL Wish RE 509-2008 PE-62514 317-8454 11AW2020 1 III EM20 I lapno2c App-d < (D Category: Stir.stinal Comiloor.l. subcatil Truss Patea (952)a98-W35 LLC. ... Id..@,,Il..brr (205) 599-909 Subcategory; Engineered Lumber Rot,elt.8aidullniiii.eyern. category: Pa..[ SuiliCal.g.ry: Barris i4O7j (717) .1ch�.l.munumn.0y.h. = Compliance Method: Evaluation Report from a (ttenpli— Method: Elian.all. Report from . c.-r dom compliance Method: Evaluation Report from a ..a.. __J podunt rvali-piltor Entity Product Eyarbadon Entity Florida RctilearsdArcrifted or a Licensed Florida = I FiLlIVOT-IMProduct I I - I I I I I I I - � , ' I I I " I , I PL995fil-itill Proguidi I 11 I , I - ' I -_ , '' I I- I- '�' " , �� I - I � � , �'_ � 11 I " " , � �� '� , �� I , , � I I I ", '�� :,� - - -, , , � 1, ��:' , - ,I, -, , ""�" 11 �' , I 11 I I , I , 11 I I � I �� I - � I Pirdirsycionni Engineer - " � ' k: �111 ' '� 11 -1 " , - < Quality Assurance Approved for Use Approved for U" [.Pact Dearan A Cuallto A-mance Product Description Contact Etiolrallon Data imulzililimWILUS In HVHZ Approved fair Use Outside HVHZ Mead Resistant 22= preashune 11 VLAt'#544-R6 Product. 1, I I I - 11� 1 - I ; 11 ' I I " � I , I I � I I . , I � , , I �' � " , _�" :' � _ - , , " , "", � �� " " - _J $so A Product Model, Number or Name Product Description Contact ExpliraternEsde In I1vHZ Outside HVH R.ATMA Pressure sea Product Model, NUMber or Name Quality Assurance Approved for We Approved for Use Irmi Dcalan 1 Mi I 8 ga� high strength thruee -reactor plate 12/31QO2? yes Yes MIA WA 1 Mtrallann LVL L-mated vainest Lumber OM12OZ3 No Yes N(A MIA Be- # Product Model. Number or Nitan, lardichubt Densfirlatitm Contract Engtrate, Uille i. HVHZ outside HV Resistant Pressure O_ 2 M168HO 16 ge. super high strength un- connector plate 12M112022 Yes you MIA N/A 2 Par turn PSL Fanelli Mr-di-i-ber 03/31,2023 N. yes N(A MIA I Alpha Nummum Sold eari Vented Aluminum Sorrily Alpha AlumfinumSold &ampi Aumlnum Dr,3=023 No Yes No MIA 3 W116 16 ga- trun rutnitectar plate 12131,2022 Yes Yes MIA NJA 3 Tinnbs-Stri.rd LSL Lamrsted Strb,d Lumbe- U3131/2023 No Yes N(A MIA CMU &..p; Wood Burnt' CMU &ahrip'siyoocl 4 M"18HS Is ga high strength Ins, connector plate 12131r2022 yes Yes MIA NUA 4 TJ Rim B..rd structural Composite Lumber drOriented strand (l No Yes MfA MIA 5 MT20HS 20 as high eiretirith ar—on-tor plate ID31/2022 Yes Yes MIA MIA 5 Wayerh-u- R Im Board board Rim Board Oriented Strand Board Rim Board CM12023 No yes M(A MIA SHEET NO. 6 7 T-19, MT18 TI.20. M720 18 ge, trues .-nectoi, plate. itV31=22 20ga trussconnectorplades 121jl(2022 Y�s Y. yes Yes MIA NA ILA MIA I . August 10, 2022 I PA 1.1 I .1 W Florida Departinant: of Business & Professional Regulation Peea I ei 2 Flodda Department of Business & Professional Regulation Pea. i f 1 Florida Department of Business & Professional Regulation P.O.1 of Florida Departrners of Business & Professional Regulation P.O.1 .11 c- Building Codes and Standards AMOP022 Building Codes and Starlderda aH101=2 Building Codes and standards ana2a22 Building Codes and Standards 9IO 2p22 }I U -0 > Product ApprovalAppl-Mahon Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � +-� witan - O _ -_ - CL O gift! Entities, gf$ ask WbPooine Dik Cod Soll-r Woe Data Doke Pending ng I -d. � E.Hlece Dole ggIN*Wil Panda Do, . Sod! Ealtw ar R& -Do Dab a PandDAR (3) a, 11130 Wnidn Mraltaunr cornea Endrb.riurrbsyslmyw Wn"d submitted FOCAprdwl Approved abhor ring y mid. Mshuhchnr connect Enninrritieam. Ysliiaw Ylndsbd aubmiaad FBCAouraysi ►eonwed afa4r TV" Ver io. W"Isolwar Comsat Eod"wrdt+MM. Widened %lidelosl Swaieft FBCA@Wo•el AAppoo-ad BMW na. Wnlan Yamrbdtum, CanAsd Endhseri Liwnes Vslldetwov V.ndabd 9.1meRba FBCAowwd Apprr ved stator = M -0 AHrmatlon 2ME P®Ite Corporation Joe Hayden Sand) Windowand Door James L Buckner, RE 0 OTM412020 07r1U2020 07202020 Appr-d Aflrmaticn 211M PoO9 Corporation Joe Hyderm Send) Wlydwend Door T.E-Lunn, PE, LLC OTM 2020 0VAQ020 07122I2020 Approved AMmullon 2= I"I corporation n Joe Hil Sandl Wdowand Door James L Buckner, P_E.® 077141202D 0VAC1020 07120)2020 ApPrmed Affirmed. 20M Pella Corporation Joe Hoyden BOW Women SCtleeler T.E_Wnn,PE,LLC OW 2020 C71142020 07122QC20 Approved � }a •}•t1 Vtd! V+�J 0st18NrWmdo.o. Robinaon ManufaoOuWAssoolallon CBUCHEnglnsanrg Cm or. Wndws R'obineen MMUlaOhln[Aeadoxtion URI)62641455 OwNsory: Wndows Robinson ManuIHCWRrAseodlatla CBUCK EHigineering cols nWndeles Robinson PE-41135 (WI)6256436 V� '^ vJ arriiftwe :Wng1e Hung (6411$2141098 (561)4al4w RUKR wr.. Single Hung (841}b2imas 9abOotoaW. Fbad (M1)tMl.M8 (5161)491-11927 5abgslyaye Plead Oat 1}821-W96 y.y� •�n � \ V N Campllsnsa Ycebrd: Certification Mark or Ustin g pelleprodwtepRrorai®fm CamPlianue Methd: CertlAwtlon Mrk or Using A411ePpdudapRranl®Pe Camplisnds Mashed: loalikeW Marker Usting paiteproducbppW aGoo Compliance MNhW: PveivaOon Repodfrom it FlrldaReglisred ArorflteeC Ldensad Flonde polloproduobpproralope, Ilapam � V Ilawm Ilp.eam lie.Co. Ora Professional Engineer W `/ FIY11fB&a2 Rdlwb 'F 9a,NY2 pnarmue :: /� O �1� - - -.. - - - - Fltk82fo.lil PndrWs Y� L W rLm1lts:Arurra Aaraeed far Ur Approved Rx Ur I!mumgs.Yrl SIIMdlIt8Bloom Aerxvr far par far AaeArM I.I. Imam comm iilr9Dla9tmrs AeeYee HierDr Ape rrrdFtr Ur Ime1tl GYi9p - - - O /� O 0- Awl N Predigest Model, umber or Name paid uWacood contrast Erairsels. am I, HVHZ OubYS No AaahGnl Wissuro �E Pmd d Me", Numbw..a, Nr hr EndedO dad Calmmli at Reaien I" I, HVHZ outside HVHZ Paalkam �8g@ AMA Prduet. um Model. Nbr at Nams ProduslDwel k Cadtlaor amri.. DAM in HVHE QuYiinNo Bssidri Pra.sum tuallbrArrraew Aoorm drr W. Aapmxad red Uss view Deal Dab. in HVHZ HY1R Revision Pn.suro � 1 1 Samos 100 High Perlpmaroe Single Hung WOd Single Hung Wlndw(4T x 721) 11611712027 No Yes No +5p,.W 1 P.A. 10 Sane. single Hung Wndow 36'x 87 Mnyl N-irrpad aingl. Hung Wlcow 0812212022 No Yes No +401-40 1 Sr1e10ra Nwyl read MHO" (WX Ir•) 0711&2022 No Yes No +219-26 a"# Produce Modal, Number of Maus Pnduat W.arimian CorltraetExoiratkw Qulsiew . - O LL � B 2 Sodas 1Ci20 High Performance Bingla Hung V marl High Parbmwnar Singb HungTWln OB@112027 No yes No +6N-BD 2 Peas to Sodas angle Hung Wndor 54'830' Wny Nrflmpect Single Hung Window 0700912022 No Yes fir +45,45 2 somselon VlmEnd&2022 d wind"(108•. 64') OFn No Yes fit +2td-28 1 106erles Flange Ftaed 10 S.Ies 112'FbngeFlxatl Wndoa (N26i2031 Yes Yee No N/A /'� -4-0 Lt- `v conposte(7T x8&12') S Pala'10Serbs Single Hung Wmow 57. or Vlny, Non-Irt P dSimple Hung wlmdc DM00022 DTMW2022 No No- Y� Yes NO fib +bp;-60 +salm S Sam- 1020 Vhyl Fixed Window(50'x 80') 0711W= No Yes No +60h80 O S Sodas 1020 Single Hung \AMA Single Hung Trip. Corrpmi.(IOr x 71r) O&162027 NO Yes No +401-40 4 Hung 08232027 No Yes NO +361.35 4 110 Win81mgle Hung Wrow 4rx7TVnyl NOn-Imp801 Single Htmg Window 5 Pe8s10So%sBingla Hung Wndow 38'xer Vinyl NOnlmpociSlngle Hung Wlndw 1e222022 Na Yes Fb +55ye FLdOSWiiaPwimee "1 _ iiC O 5 11 ae,111211Sirgia SInis102081ngle Hurg VIwy1$Irgle Hung Trip. Cunyosae(10r: 53.T) I6rrA Berger Twin Comppallaff.6•%fro. Willow No Yes No +3fd36 8 Pytelp Serlm Bingla Hung Wndw 3d'aT9'Mnyl Non•ImRed SingW Hung Wlldw 07�312022 No Ya tip +60)8D �V�� /11 L- B Scenes 1020$Ingle Hung Hung ) Vlrcyl.Single Hung 7Wln Compo►be(7r WIM027 No Yes No +35N19 7 Peek lO Series single Hung Wndor 52IffxOO'Mnyl. Net-Impactt 8ingk Hung Window 1011712023 No Yes No +ggeg0 QrrlfhArrrrlr Aeerdved Feo We AserowdFr Ur IMeem ILYipn � L W vJ 7 Serlse 10P20 al Ia HU x SW) M SI la XUn Trl • C4 1pp` x 99.5' OW10=7 mpeei.( nSrl No Yee He +38h36 �g Pndud Model. Nunbr or Name PraduatWwdoll Cortnel Exairation Deb in HVHy Outside HVHZ Reviews! Pra_sun '/� • - v) O 8 re ng 1020 SInple MUre nA 9 Pt } 'Amy181rgio Hung Wlndow[48-x72-) 0611712(2T No Yes +35.35 Ewa - 1 Seri. 1012f1 'Arrylard Wrn(Ipe(W %78'} Dy/'t62024 No Yes No. +21�F25 Al 9 Sam Senes llV2Q Slrgle Hung 'Amj491egle HUng Wlydw [48'x69r12'.) 161132027 No Yes- No No +86/J*5 - - _. _ - 2 S&Iesloo Nrryl glad alnAlw(1OV x 84') Dln&2CZ4 Wirdw(011 0711502024 No No Yes Yes No ND +25125�~ +,cameo 10 Senor 102oaingle Huts \IwA Singer Hung Wlnuow 1357 xSa-12') p61192027 NO Yes No -W-36 MR" Pradrrar Yetlel.Nunber or Nam. .BYa� Pwdrrce Wwrimiedt' Gernert EireiMbn Dab Aereer rr Usa dpg�ggg In xVNZ QubidnHVHZ J� peafalant own Pro" 3 Selo.1020 Wry1 Find ED') 11 12 8riealW081rgb Hung Sedm1020Singla HUng 'ArOd Bogle Hung WdW-(4S'. So) - 0&1TOO27 W64 Single HungM :Wpw(38' x 72-) 051151202T No No Ym Yes No Ned I" +3&-W 1 Pak lO Serbs Bingla Hung Wndow 38' x 97 Mmyl Non4mpom Single Hung Widow 02217023 No Yee No +4040 13 Sod: 10211 Single Hung \Amyl Slrgla Hung Twin Conllb po(72n x I INO Yes No +SI 2 Pegs 10 Series Single Hung Wndow 64' x g71Any1NoMmRpyt Single Hung Window1lf10912023 No Yes N. +45�5 14 8ada810120Shgle HUng \bore Slrgle Hung Tiwln COmppsitp O)Bbnxb3-ly OW12027 No Vas No +36b38 S Pen. 103wUa angle Hung Wntlow 54-x Or%mryl Non-Impce Bangle Hung Wlxlvw 05M00023 NA Yes Nl +60I.60 16 Sa'1es 1020 Engle Xurg 'Arryl9kgle Hung 7Wln Conlpdsie(�.Sx72•) p&17202T No Yes Mo +35hi5 4 PWm1OW1n9mgw Hung Wndw 36' xOr Mnyl NorWmpo& Single Hung Window 05222023 No Yee No +51 15 Sol 1020 Sirgla'lurg MZA $Ingle HungTInGmpoa4e(7r.rr) 08V16r2C27 No Yes No +40tAO 5 Pegs lO Series Single Hung Wndw 62-1W,t BO''Anyl Non -Impact Single Hung Wlndow 101172023 No Yes No +fib'-SI1 _ 17 Series I. Single Hung Vrryl Find Win Single Hung Flemkers (108'x7T) 10f0812021 No Yes Me +30h30 F1Y1170&R11fRvtlmla - .. 3gI WL&MUCEN Aeerevahz1a bgm.wd far ter iMW 2aft 111111.1 Pmadwd Made]. Numbdr at Naar ProarmtOweadmia Cornet Exelrrtlmt Oast in HVH2 outlaNaFM1E Resistant lermun 1 1SO Series drThermoster Or Encompass OrAml High Vlmyl Hear Porbrmanoa Single Hung(4T x M COM71202T No Yes FL +5alm Perbmnenoe SPVIO Hung 2 ISO Benw b Tinrmostaror Encompass WAMH High Najd Heim P@rbmrnom Singb HungTlvin 06212027 No Vw INo +5550 Pereormwoe Single Hurg Composie, gZ x 45-1IT) - 3 150 Sodas orThormsstarar Encompass &Avanti Single vdmslrgls Hung THpl.C.mpm1e(1(0x7T) 0&1512027 No yes No +4W4O - Hum 4 1508*110 orThermawarw Encompass rA-d Bingla 'Amyl aIry it H.0 TrlPle composite (low x5&5') (1&232(127 No yes No +36F35 Hug Flodda Departinent of Business & Professional Regulation Pans i ai t Florida Department of Business & P101eaalonal Regulatlon Pag.I of 1 Flodda Department of Business & Professional Regulation Pool of 2 Budding Codes and Standards ana2a12 Building Codes and Standards S1111=2 Building Codas and Standards 011101xa2 Product Approval Application Debi( Product Approval Application Detail Product Approval Application Detail Cod Engb ar ¢ftb Da WLe Pendnn gob Version Ysnubetunr Camsat Endn.w4.t;ae.. VsEdceW Br Vaiidabd submitted FBCAprovei Approved 5am C-do -ar cad 0f: Doh Penn Dab- TJm! V11,000E Wanubotunar Gsbd Endrwra liana %IW W wnabd subndtbd FBCA.araal Abstoved., Ig dns EgB�t4i D� QNM WM L%,da Dry Tj,01, nian YsmAstunr Contest Endnrr B Llftm WINNesd aryaabd submitted FECAeorwal AApprgrnial ow t Afimwtbn 2020 Poba 001ponclom Joe hlayden Sall Windom and Door James L Buckner, P.E.Q 0771412OZ 0711M2020 07120i2020 Apprrwd Aflnmetion 20M ICorporsbon Joe Hayden Sandi Wamm W.Bdwefer,P.E. T.E. Lunn, PE, LLC 07/142020 07114QC20 OF120PJ020 Approve. Alfirmoan 2= Pole Cpnpora0on Joe.Hoydan Sandi Wirdowamd Door Jima L Budmner, P.E.6 0721412(120 07714J2020 Or1202020 Apprawd Cet4a4'f. W ndows Robinson ManufacWmrAssocletlonr CBUCK Engineering C ragar.. W ndows Roalnson PE-44135 (681)0264486 CasalarY: r4erbrt7cors Robinson ManUfaccasrAsecoo Iof C13UCK Engineering 8u1ec.hall f. Horizontal slldr Mill12140M leal)491.9927 su6Catparr. Ha4ontslSlldr OH1)621-UN 9uhCatpwy, Slltling Extanor IAmam"llso (641)021-NO (561)4g1419Z7 Camplismes Wished: Cartinm6on Mark or Usting pellopmductep p"Ope Gomposace Nadhed: Ev.luatI Report forma peltepmduabpprova®pe O-plancia MdbW: Cerdfiodon Mark or Usting pell.pr oduclappro ma'69oe Ila- FIOnd8 REg190ered AN:hlfWf orb Licensed Florida Ilacom IIa.Oom 1Ri111h'1.A7`Presu - - _ FLSf2811-R4PrMuats Prptsmlanal Englnar '. -_ Awl Pr.drdt Madd.Mumhr arNar PrrlrrM Wwdmia Gemmel Exefrcebn ebb Aeemsad in her Us. HYHZ Aeerowdfor Uw Oubids HVRZ IpLpMg RaaiWnt j�yp Prrsunf - -: QrwlitaAsau7age Aamwed hx U.. AOomuW for UM 11 D". �ig,g Prwkrdt. Model, Nulibr ar.Nrfw QlMdty.aMl[O9a. Pmduol.Wearinaibe Osrnetfixebatien Wb d9IIlallll!<IIg! in HV14 Apr.vad rr Use Outside HVHZ imI(Ki RWNsrt1 Wrfg Prrsmn 1 Sodas 1QW Sliding Wmdw Myl Blldng WOdw COX Or X0, 73.1rT 60') mf27f2023 No Yes No +30M70 am# Produce Model. Nteaer.r Nate PnatlmlWrlcela Crdmek Exninkbn Deb Inflym Cubed. HVHZ Raidell" Wwaum 1- Sags 1N202b81kling Ulm Door Vial 24mnel'OX'Slldlrg Sias I(96' x 98'} 11f3012021 No Yee No +25-25 2 Samoa 10120 Seeding Wndow Vimr! Sliding Windw(OX or x0, 73-12'x35') oomme28 No Yes No +361.35 1 Sedge lO Sibling Window $wise 10 V6ry1 Ranged Selling Winds" O&262081 No Yes No NIA 2 Sodas IM25SWIng Glass Door 'Amyl Single Pan@1 Red'O'Door tBxlellfe,.34-War f82&21122 No Yes N1 +3SL39 3 4 EMI. 1d208fidInB Wrdaw 881es 1We SlidWrrdpw 'Any183tling Windw(XOX, 107Fx80'} MM70023 Mrryl 9lHing WMw[X07(, 108'x38') 031272029 No No Yea Vas No No +:ge-w +g5.3$ 3 SrIes 1D'202b 811tllnp Alas l7pOr x87.112') 'Arry124'pn@I'OX'Slk(8g papa lkpr (T2':x32'} 191052021 No Yee No +35.35 4 Sngs 10O2b83dingelm Door Vinyl Single Pael Ftxed'W Door (Stdalbs,.d7.12• x OW2902022 No Yes <No +251,25 WI re) ' - •' frLAa64eRde.'Prduer. -.. .' QmglrArrearbe � ApravN For Us. -.. Apraved For Ups ImObt Dwan drys Product Model. Munbr*,?J- Prodowi Wsarintia C-lack Ezeiraltsn flab in" C.I.W. HVN2 FAA& i Prraun 1 Severs 160 or Eroompeas orAvand 911ding Olson, Door 'Anyl24Aanel'01C.Sliding Glees Door all x OIU2412031 N. Yea No +25-23 98.12') 2 Series 190 or Efaompass OrAvanb Bllding Owl.Door %Ar,4 Engle Prrel Fined'O'Dor(SIdeIIb, S&I0x 02MMO32 No Vas No +4DH0 81-Inn S Srlw 1so ar Eraxxnpwo orAvmb En ding Glass leap, Mnryl 2-Panel'OX'.glldlrg rYeasI(72r.lir• Og1O52022 No Yes NO +36F36 4 8eres 1W or Eroompaes orAven0811dirgGot" Door VIV6tglo Panel IgWd'O'Door(8klellle, 47-12'x 0211IW202 No ya rb +251125 86-12j kJASE4440 Products; mitt Product Wdoel. 11I or Nara QueliN Aownrww PwedpaD.-Hceieda Cowmad Expiration flab Aarared Fr Us, in HVN2 Aoom*d farUr OutaYs HVHZ Ir1rg!(g Resistant DOW, Prraun .- 1' Sell" 160 or Erxdmpass orA"PHI Sllding Glass Door VW 24%nel'0)(78IIdi g Glass Door (96.1r2- x N&2N2031 No Yee Me +25.23 iO Q L.LJ 2 Sad-11Or Ereompwrfi-11811clig0m Door $}12 ) Wryl eagle Panel FYmd-O'Door(SMelike, 35-W. 0211WO32 No YM No +401.40 6 Sodas iSD or Errxmpaes rAvantiSlift Glass Door $1.1(27 Wry124bmol10)1' gllglrg Ulm noor(77 i 821) OW412032 No Yes No +35H35. (.a 4s� G. lO C..2 CV -M ffi 4 Sachs 150 r Elsempw rA-5 Slldlg Glom Door 'Arryl Sago Panty Flasd'O'Ocor(SMalgq 97-12'x 10162032 No Yes No +26h26 ?c: $b•1l2 y cc �" cc ON x. N ON fV aR L5: rl a E c Ol ca c col '� � _� •'. ro of .IM 0 to � in 0 cJ C E V J > CIO O 0L 0- 0 C-) L U) U m Q 0- _ -0O L w� Q z z J d SHEET N0. August 10, 2022 PA 1. 2 +r U) C6 4-0 U _0 Q O Simpson Strong -Tie 2020 FBC Approved Products Updated 12rsor2e2a � Simpson Strong -Tie 2020 FBC Approved Products Updated � Simpson Strong -Tie 2020 FBC Approved Products Updated,zrsarzfzo � Simpson Strong -Tie 2020 FBC Approved Products Updated t2f3a202o /��11 Q O • „ , „ .. For direct links to all SST approvals listed below, CLICK HERE. _ - „ , , , - . For direct links to all SST approvals listed beiove, CLIC K HERE. - „ , For direct links to all SST approval6 listed below, CLICK HERE „ , - For direct links to all SSTapprovels listed tieiow, CLICK HERE W L.L For additional information regarding Florida's Statewide Product: Approval System and Miami -Dade CounlYNoticeof Acceptance (MCA), CLICK I1ER E. a For additional Information regarding Florida's St9[ewitle Product Approval System and MNaml-Dade County Notice of Acceptance (NOA), CLICK HERE. e For additional Information regarding Florida's Statewide Product Approval System and IWami-QadeCwn fl 9 PP Y� County Notice of Acceptance NQA, CLICK HERE. p.. ( ) - tlR� Information regarding Florida's Statewde Product Approval tam entl Mlatru Datl County g For atl tonal forme onee 9. 9PP System C H R Notice of Acceptance NO LICK E E. tY P e ( A), . - j- FL#2355-R7 FL#10446-R6 FL#10456-R5 II HUS; HUSC series hangers Face -mount hangers avallabie in widths ranging from 1-516" to 3- V 9A 6" and heights ranging from 4.5116" to 11". Concealed flange Sev # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O �L 1 Then Stainless Steel Concrete &Masonry Screw (fTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH 8rickTies greater than 3-9lifi'. O L O 2 APA21APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12; CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 3 AP844 APB44R, APVB66, APB6fiR, AP888, APB88R, AP61010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, C516, CS18, C520, C322 Coiled Straps 5I8" and heights ranging from 9-114" to 16". O L _ FL#9589-R6 APVB44R, APVB66, APV866R, APVB88, APVB88R, APV81010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers (� O 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-,o Outdoor Accents Deck Joist Ties 5 CTS218 CompressronFension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q Q Sea # Product Model. Num bar or Name Product Description APVDJT2R-6 6 DSP; SSP; TSP Stud to Plate tie 15 LUC28Z, LU021 OZ Face -mount hangers , _ Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APIAPHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Ht, IH2,5A, H3, H6, H7Z, H161 H165, H16-2, H16-2S Hurricane Ties 16 1 series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- Q) L CDL 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, API-6, APT4; APT6, APVL4, APVLB, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15fi6". (n Q �� 3 5DO112SS SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 8 HS24 Hurricane Tie 17 MGU3 63-SDS, MGU5.25-9DS; MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (a 4 5DCF22434, SDCF22512, SDCF2261 }, SDCF22700, SDCF2285$, SDCF221014, Strong -Drive SDGP Timber-CFScrew 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.S, HSS2.2-SDS3; HSS2.3-SDS3, HS84-SDS3 Heavy Stud Shoe 18 MID series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- V J SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15116" W 19-1/2". 5, SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 BKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR SUL. SURC SULC series hangers Skewed face -mount hangers.. available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Strew 12 DS Dry Wall Stop 14 1 Light Floor Tie Anchor 9/18" to 3-9116" and heights ranging from 3-1116" to 13-314" 7 SDS25112. SDS25134, SDS25200, SDE25212, SD525300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 1 LSTI73 Straight Straps 2X and 4X models; on ly acute flangeis concealed. ce 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16"to 9 SDWF2716, SDWF272Q SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1DA-2, HI CS, HI 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS1S, LTS20 Light Twist Strap 6" and heights ranging from 2-518" to 11.1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Mediu nn Girder Toclown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MI MST60, MS772 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15; MSTA18, VSTA21, MSTA24, MSTA3Q MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66BS Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70; LS90 Skewable Angles 24 1'MSTI36 MST148, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-911 e" to 7- 2 ATUD5, ATU08-2, ATUD9, ATUD9-2. ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18,'MTS18. MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118"to,30". 3 BP318-2, BP112, BPV2-3; BP5/8-2, BP518-3, BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ, LSSJ26LZ, LSSJ26RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10 16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-5/8" to 7- 4 CNW3/8. CNW1/2, CNW518, Cl CNW5/8-112, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2 37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9 114"to24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD17, Coupling Take -Up Device 26 1 LTP5 Tie Plates 28 RPS16, RPS22, RPS28 Repair Pale Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- OTUD98, CTUD99 27 MII ML247, ML287, ML287, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24". 6 N3, I N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tio-Down 30 SP1. SP2, SP4, SP6, SP8 b`tud Plate Tie 4 DGHF series hangers Top flange hangers available in Wdths ranging from 1 <314" to 3- 7 RTUD3 RTUD3B, RTUD4, RTUD46. RTUD5, RTUD8, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud :Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUD1C Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MML1-210, MMLU1211, MMLUI39, MMLL1311 Face -Mount Hangers 32 SS1 5, SS2:5, SS3, SS4.5 Stud Shoe 5 1 EG7, EG9series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18. ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST6224, ST6236 Straight Straps 7fT and heights ranging from 11" to 32-1J2". 1O URS3 31S".Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Doom 34 T820, TB2.7, TB30. TB35, T342, TB48. TB54, TB56. T860 Tension Bridging 6 EGQ series hangers Top flange hangers: available in widths ranging from 3-618" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, R7C44 Rigid Tie Connectors 35 TW510, 7WBI2, TWB14 Wall Bracing 114" and heights ranging from 11-V41" to 32" 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STGT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114"to 6-718" 13 URS6 314" Uplift Rod Run Tiedowm System 35 TJC37, TJC57 Truss Jack Clips 37 W8108, WB108C, W6126, WB126C, W6143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangersavailable in widths ranging from 3-114" to T- 1I8" and heights ranging from 11"to 32", FL#10441-R6 FL#10531-115 g HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1I2"and heights ranging from 8" to 30", Sea # Product Model. Num tier or Name Product Description Sea # Product Model, Num I or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114'to 8-78" 1 DTT2 Hcld-down Sea # Product Model, Num bar or Name Product Description 1 CBH2.37x5.5, C2112.37z7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-10" to 28". 2: HDC1014, HDCI0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114'to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-S1)S3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9fl8" to 3-9116" and heights 718" and heights ranging from 7-112''to 32", 4 HDU2, HDU4; HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to23-15118". 12 HGLTV series Hangers Top flange hangers avarable in widths ranging from 3-114" tc 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP181, HCP2, HCP4 Hip Corner Plate 3 HGU3;63-SDS, HGU525-SDS; HGU5,50-SDS, HGU5.62-SDS, HG.U7.00-SDS, HGUZ25- Face mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHR042-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.3713:12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- mi 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 9118" and heights ranging from 18" to 26". 8 1 MPAI44 Strap -style purlin anchor 6 HRG1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-718", 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU2$ LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3Z'to 13-1/8", 10 FA118, PAI23, PA128. PA135 Strap -style purlin anchor 8 LSU26, LS9U28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangersavailablein widths ranging from 1-9116" to 5- 11 STHDID STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHU85-50110: Face-mounthangers 1/2" and heights ranging from 3-7/15" to 15". Concealed flange 12 STHDI4. STHDI4RJ Strap -style hold-down 10 TC24, TC26. TC26 Truss Clip HHUST25/10 version (HUCTF) available: for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422; Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2, THA426-2 118" to 5-1M" and heights ranging from. 4-314" to 15-314"- 16 HWP series hangers Top flange. hangers available in widths ranging from 1-9116" to 7- 12 THA11.81122, THAl2.06122, THAl2,1122, THA1222, THA1322, THA13522. THAI422 Adjustable Truss Hanger Sized for I•Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-30to 26". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4Xmflange odels; only acute flanis concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 15/16" to 7- O N 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26r HTU26, HTU210, HTU26-2, HTU23-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-518" to 32". o 15 THJM2-4-SD83, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- ILO 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718' to,19.1/4" Concealed flange 518" and heights ranging from 9-1/8" to 16" r > W 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 16 VTCR ValleyTrussClip greater than2.9/i6". ranging from 5.318"to7.1/4". O o 10 HUC01 r8119-SDS, HUC01.81111-SDS HUCO210-2-SDS, HUCO210-3-SDS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights CID>< >` SDS; HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2S/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-5116' to 13-118", L- � SDS, HUC0612-SDS N fD c= cu oaf Cu =L r ca l� 3 do 3 L cf a� ou c = of CL r0 CD � co �5 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213o/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated I2/3a/2o2o ram' Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Z= Simpson Strong -Tie 2020 FBC Approved Products updated 12M/2020 ,. , For direct links to all SST approvals listed belaa, DUCK HERE. , , For direct links to. all SST approvals listed belmv,, CLICK. HERE. -, For direct Ilnks to all SST approvals listed_ belard, CLICK HERE. � For direct links to ell SST approvals listed belmv,. CLICK HERE. 8 For additional information regarding Flondas Statewide Product Approval System and NGamI Dada County Notice ofAcceptance [ante NOR COCK. WERE. 9 9 PP `ls Y P ( )� a For additional InfamaLon regarding Florida's Statewide Product Approval System and 9 9 P yg dfAccaptance NOA3, CLICK HARE. ( System n Miami -Dade Cain Nalco -of ce t e O HERE, For additional Information regarding Florida's Statewide Product Ys em and Mamr lY Ac. pant.. (N. F), }`i,r_ C d. Product S 1-0 aC 1 Notice f Acceptance O __.__..___. For information regarding Flmdas Statewide Pr t Approval vat System Mam ad pun ce o A to a N A 9 9 PPyys Y p ( ) 21 LB series hangers Top flange hangers available In width of 1-9116" and heights FL#11468-R5 18 SILBV1.56, S1LSV1 81. S1LEV2.06, SILBV2.37, SILBV2 55, SILBV2.681 S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S/LBV3.56, SILBV3 62. SIL8V4.06, S/LBV4.12, SILBV4 28,S1LBV4 75. SILBV5.50 6. Strong -Bolt 2. (STB2, ST82.4SS,. STB2-6SS) Strong•eoft 2 Wedge Anchor for concrete available in carbon - 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Num ber or Name Product Description 19 SILTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 504 and 316 stainless steel ranging from 9-3/1S" to 13-178". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 /4" to 5- 2 HRS6. HRS8. HR512 Strap Ties 21 SP4, SP6 Stud Plate Ties available with Hex head In carbon steel and Types 504 and 316 718"and heights ranging from 9" to 33-112". 3 HU00210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, ory ith countersunk head in carbon steel and 24 1 MEG7 series hangers Top flange hangers available in wdths ranging from 5-114" to 6- 4 THGB2: THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112". 5 THGQ2-SDS3, THGQ3-SDS4.5, TH001-12-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 T13D22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9I16"to 5_ 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger(FHDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 118 and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH)' 25 PF; FIFE, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights tie Wedge All (WA) Wedge -All Anchorfor masonry ranging from 3-318" to 7- VS". FL#11473-R5 FL#139O4-R5 (D 27 RR Ridge rafter connector 28 WP series Mangers Top flange hangers available in widths ranging from 1.9116" to 7- Sea M Product Model. Num ber or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RB 1IB" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3,62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG; Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG CCTQM5.50-SDSG, CCCQM3 82-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Num ber or Name Product Description 3 H16, H16S, H15-2 H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1o660-R5 4 HETA12, HETA16 HETA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G•KT, ECCLQM4.62G-KT,:ECCLQM5.50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 FT -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfAL15, HETAL20 Embedded Truss Anchor ECCLLQMD4,52G-KT ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry }J Sea # Product Model. Number or Name Product Description 6 HGAMID; HM9 Masonry retrofit connectors KT, ECCLRQMD5 5DG-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ASA44; ABA44R, ABA46, ABA46R, ABA66. ABA66R Adjustable Post Base 7 HHETAI6. HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUMTOO, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6, ABU65, ABU66. ABJ66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM25-2, LGUM26.3, LGUM26-4, LGUM28-2, LGUM28.3, LGUM28-4. LGUM210.2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H6SS, THD-CS68S) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010; ABU101OR, ABU1212, ABU121.2R 9 LTA2 Lateral Truss Anchor LGUM21:0-3, LGUM21.0-4, LGUM46, LGUM48, LGUM410 or316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABVV7-7 Adjustable Post Base 10 1 META16, META18, META20, META24, MF-TA40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.56F7.25, MBHA3.56/9.25, MBHA3.56111.25, MasenryTop Flange Beam Hangers countersunk head. z 4 AC4, AC4R, ACII AC8, ACOR, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCI MS'TCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56114, MBHA3.56116, MBHA3.56/18. MBHA5,5OfT.25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BCB, BC52-214, BCS2-3/6 Post Cap 12 M7SM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, MBHA5.5C/11.88. M9HA5.50/14, MBHA5.5OM5, 6 CB44, CB46, C948 CB66, C1388 Embedded Column Base MBHA5.50l18 7 C65044-SDS2, CSSQ45-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 5619.25, MSHU3 56111.25, MBHU3.56111.88, MBHU3.56/14, MSHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, FCC, ECCU Series Bolted column caps with Wi ranging from 3-114"to 9-112" and FL#11496-R5 MBHU3,56118, MBHU5-6019.25, MBHU650111.25, MBHU5.50/11.88. MBHU5.50/14, W2 ranging from 3-5/8" to 7-112" MBHU8.50/16, MBHU5.50116 Sea # Product Model. Number or Name Product Description O 9 CCQ-SDi ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Sea # Product Model. Num bar or Name Product Description 1 X34B1016.5K; X181016, X161016.4K; X01SI0113, XQi 610164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with 93 L W2 ranging from 3.518" to 7-1/2" 1 DTT1 Z DeckTension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, I Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ1 14el 224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EPB44A, EPS44, EPB45, EPB66 EPS47 Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD713, HDOB HTT4, HTTS, H75-314 Bolted Holdowns Tension Ties Sea # Product Model. Num bar or Name Product Description 3 XMQI14SI224, XMQ11401224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC844, LCB66 Embedded Column Base 6 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22e3a, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Past Cap SDM2634 4 X0114$1224, XQ114B1224-2.5K, X114S1224, XQ1I2S12241 X01 12B1 224-2K #12-24 Strong -Drive XMetal Selt-Drilling, Tapping Screws with f#5 Drill Point 15 MPS44Z, MP666Z, MPE88Z Moment Post Base 2 SDWC15450 SDWC15800 Strong -Dane SDWC TRUSS Screw 16 PB44, PB44R, P646, PB66, P966R Embedded Post Base I3629-R5 3 SDWH19300D5SDWH19400DB, SDWH10600D8, SDWH1980CDB, SDWH191000D8 Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34BIC16-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH274COG: SDWH276DOG 9DWH27800G, SDVVH271ODOG, 8DWH2712DDG Strong -Drive SDWH TIMBER -HEX HDG Screw 41 Drill Point 18 PBV6, P6V1 O Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312 SDWS1 MO SDWS22600, Strong-Dr1ve SDWS FRAMING Screw SDWS TIMBER Screw(Interior Grade) O 19 PC44-161 PC46-18, PC48-16. PC64-16. PC65-16, EPC44-16, E-PC46-16, EP048-16, Post Cap 1 SB518x24, S0718k24, S8lx30 SB Anchor Bolts 6 SDWS19600,.SDWS19712, SDWS22400,SDWS22500SDWS22512, Strong -Drive EPC84-16; EPC88-18 2 SST616, SST620, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI 6L, SSTB20L, SST624L, SSTB Anchor Batts SDWS22800, SDWS22900, SDWS221000, SDWS221100: SDWS221200, SDWS221500 FL#35320-RO L 20 Pi PC4RZ, PC62', PCBRZ, PC8Z, PC8RZ; EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPCSZ, Post Cap SSTB28L 7 SDWS2230ODB, SDWS224CODB, SDWS22500DI3, SDWS221 SDWS22800D6, Strong -Drive SDWS TIMBER Screw (Exterior Grade) 0- EP08RZ SDWS221000DB Sea# Product.Model.,Number orName Product Descriotion 21 PPB44-4Z. PP644-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC0435, DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Con nector �'11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300S3 SDWS2740OSS, SDWS27500SS, SDWS2760038; SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FC843.5, FCB45 5, FCB4Z5, FCB49.5, FC2411.5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS27120055 3 FPHSD34ST016, FPHSD3421016, FPHSD3461016-5K; FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Sea # Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FP14SD34B1214, FPHSD3481214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, GS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 125, LSF04 25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connectorco U 2 HRS6, HRS8. HRS12, FHA6, FHA9, FHAl2, FHA1S. FHA24, FHA30, MSTI281 MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.25, SSC2 25, SSC425. SSC6 25. MSSC225, 125. MS'SC6.251 Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST148, 1 MSTI72, S/MST27, S1MST37, SIMST48 MSSC4 25KW MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twst Straps FL#15363-R3 6: RCKW3, RCKW5.5, RCKW7 5 RCKW3S. RCKW5.5S Rigid Knee Wall. Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MS7Al2, MSTA15, MSTA18, MS7A21, MSTA24 Straps 43 mil (18 ga) 7 SCe43 5, SCB45.5, SCB47 5, SC649.5, SCS411,5, MSC645.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, 01-166-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTAI5, LSTA18, LSTA21: LSTA24, ST292. ST2122, ST2115, ST2215 Straps 33 mil (20 ga) sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5197, SCS62-51118. SCS82.5A 18 Bypass Framing Connector 8, GH610-6, GHB10-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885. AS 1838 16 ga. Truss Plates 9 SCW3 25, SCWS 5 Head -of -Wall Slide -Clip Connector 4 GL86A, GLB5B, 01-135C, GLB5D, GL07A, GLB76, 01.67C, GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga, High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512; GBLT812, GLBT516, GBLT616, GLST520, GBLT620 Glulam Bearing Plae 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga: Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector -Drilling, ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST5215, ST6224, ST9, ST1Z ST18: ST22, MSTC28, MSTC40, MSTC52 Straps 54 and (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self Tapping 7 HG7•2, HC7-3, HGT-4 Heavy GirderTiedotm 10 1MSTC78 STS236 Straps 68 mil (14 ga) Screws LU 8 UFP10-SDS3 Universal Foundation Plate 11 1 MTS16, MTS18. MTS20, MTS30, MTS24C, MT830C Medium Twist Straps 13 XQ1S1016 XQI B1016-4K XQ181214. XQ1131214-3.5K, X078S1224, X078BI224-3K, 910-16; #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1131 56, S/61.81, UB2.06, SIB2, 37. S/132.56, SIB2.66; SIB3.12, SIB3,55, S1B3.62, S1134.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224; XQ11481224-2.5K, XQ112S1224, XQ11281224-2K, X34B1016-5K; XI81018, X161016.4K, X1 S1214, X1 B1214.3SK Tapping Screws Q SI13412, SIB4.28, S1B4.75; 51135.50 z 13 SIBA2.12I8, SIBA2.1211 Q SIBA212r12. SIBA2.12/14, S/BA4.18/6, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model, Num bar or Name Product Description J SIEA4,18112, S/BA418/14 1 ET -HP Adhesive Anchor for concrete z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM 75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, S1HD10S. S11-10103, S/HD15S, S/HD159 Holdowns 3 PDPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies J 16 SIHDU4, SIHDU6 SHDU9, S/HDUII Holdbwns PDPAWL-MG, PSVL3,.PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. August 10, 2022 PA 1.3 MIAMI- AffAM-DADECOUNW FGT Industries. Ine. PGTIndushies,11itc. U) -FZ (D > 0 PRo0UCTCCKMoLsKCTWN 0- 0 PGTIndmtries.luc. (3) 0) 0- 0 1 N`(MCT OF. ACCEPT ANCE: EVjPfNMSUBXffTED NOTIC E OF,,kC CE PTAN CIF E171DELNCE SUBAED[TED _DEPARnMqT0F ]MGULATORYANDUMNOWC RESMMCES (RM) Mimn�71&4&3317 5-1.47-4 BaARDAND CODEAMUNTSTRATIONDMISMN T(M6)315-259V F(M)-315-2599 NOTICE 01FACCEPTANCT-: EVII)ENCE SITBNff rTED NOTICE 0FA,CCEFT.M-%`CE (NOA) Www_nd%ffWadeRyY 1. Evidence-mbinitted under previous NOA D� QU,.ALrFY ASATRANCE U) U) A. DRAWINGS B. TESTS (continued) 1, Miard D-adeDepartment of Regulatory and Econornic Resources(M)_ 0 -0 PGTIndtm&ies,1n c- 1070 Technology Drive, L Matnifacturers die drawings and sections. 5. Test report on 1) Air Imfiftratim Test, per FBC, TASL 202-94 Q 1 0 0 N'LorthVenictj FL 34275 (Submitfed under_N70.4.Mo. 11-0147 #4) Air Pr per FBC TAS 202-94 2) Unifonn Statw essure Test, E. MATERIAL CERTMCATIONS 0 S COPE. -lass 2- DrawtngNo_11D�5570.0,titled myl. Sliding G DoorNOA(LM),sheetsl 3) Water Resistance Test, per FBC. TM 202-94- 1- Notice ofAcceptance No. 1,"528.14 - issued toVision ExtrasionLituited fortheir C — M 0 — .+- CD This NOA Is b6ng issueduadertheappheable rules andregulations govemingthe 11w through 21 Gf2l, prepared by manufacturer, dated 10/05115, with revision A dated 4) La7ge Missile Impact Test per FBC, TAS 201--94 'Mute Rigid PVC Exterior Extrusions for Windows and Doeri", dated 0&'13/15, CZ 0 > U) 0 docuinentaftonsubmifted has been re-vaiewed and acce Produc pted.byllianu-Dade CounlyRER- tControlSection.to ledbyA_LynnMnff_P_E_ (W]05/17, Signed MdL Sea 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 MOF mg Qn'093a49. (3) L_ U) WMCd iUMaMiDade Counlyand Qdw-areaewh= &UmW by ta Autority Hming Jwi§Actiou (AHI). 6) Fcnred EnIfy Test, per FRC TAS 202-94 2.. Notice of Acceptance No. I"20.0S issued to Vision Extrasion Lunited f" their "VE U) co a_ M This.NOA &laallnotbe valid aftertheexpwaftern datestatedbelow-TheMarni-Dade, Cbun!�rPioduct Cmtroi Secton B. TESTS along withmarked-up drawings and installation diagram. of vmyl &MM glass, door, prepaied 1000 Tan 202 and lighter Shades (Nion-Mlite7) Rigid PVC Exterior Extrusons for ic- (In Ka= Dade County) antorthe AM (in areas o&ff ffian Miami DadeLCcu&y) res erve the ri ttohavelhis gh I Test report, on 1) Unifbim Static Air Pirwm Test, per FBC, TAS 202-94 by Fenestration Testing Lab- Inc., Test Report No- FTL &549, dated I iMq 5, signed and Wbidows and Doei-s" dated 12A.,8116. expiring on. 1129P21- prcdue t or =denal kn;ted for quality awa= e putpn, M. If 111is-product D r ff uaterial. hils to pei-fhun in th e a c cq ted 2) Large Missile Impact Test FBC., TAS 201-94 per sealed by Idahnis Orttga,, P, E_ (rest repcfft revned on IM4115 and 02Y1 V16) 3- Notice of Acceptance No- M"528.15 issued toVision Fw=4on Litnited for their tna=etl the mamiNcturer will ineurtheexpense ofsuchte-sting andthe AlUmaviminediatelym, ake, In-0 dify or 3) CyclicWmd PiessumLoadingy FBC, TAS 203-94 6 Test report on 1) Air Infiltration Tml per FBC, TAS 2001-94 ",Brown,Coa�,ted(Pamtedoi,Lminated)W-MteRW -CExlerior Extrusions for PV smpend the use of such pfoduct or mterialwvffiia theirjurisdiktwn, RERi-i�ser.-es-ffier4ittofevokL--diZI acceptance, if iti& determined kyManu-DadeCouniyFroduct Control Sectionthat &is poxinct orammial fails to, along W ith marked -up dmwmp am m'sWhtion diagram of vittyl &1iding glass door prepared 2) Unifoun Static Air Pressure Test, per FBC, TAS 202-94 NVIndows and Deors�% dated 08113115, expiring on.P930119. mW 1he re quirentents of th e. applicaW building c o dL--. by Fenestration Testing Lab, Inc., Test Rrport No- In 9717, dated 1 M71157 signed, and 3) WaterResisrawe Test, per FBC, TAS 202-94� 4- Notice ofAccepta= No- 16-0712.02 issued to ENER:GI Fenestration Solutions USA, ign wi& ihe FlorW BuMag Code7 This productisa=aved asdescnbedhewinandhm bem des edtocovaply sealed byldalmisOrtega, RE. (rest feportrevise&`01102JI546 �andO'1'2446.) , 4) Large Afissile Impact Test per FBC, TAS 201-94 Inc. fortheir "TAIN3040 and Lighter Shades (Non-Mlhiv�) Rigid PVC Exterior including the M Velo�r Humkaw ZDne� 2,, Test irpW on I)Air Infiltrati�on Test, per W, TAS -202-94 5) Cyclic Vilind Press= Loadingper FBC, TAS 203-94 EXftMSjeuS L for WiftdoWS and D�ers�'dated 09115116- - " 0 cKpmng on, 20402 L _;1i DESCRIMOM. Serif s -535M 770" Vinyl SHd&gL Glass Dom (Reinferred) w4o,901 & 13 54 earners-L-W Unifb= Stat ic Afi- Pressure Test t per.FB C, TA S 2(P--94 along vath marked -up drawings and installation diagram of vinyl sliding glass door prepared 5- NoticeofAcceptance, No- 1"712.&4 i&Wed tG ENERGI Fu1CStr2ti*11 Solutions USA, _k7FPRQV,A,L DOCUMEN-T. ]Xa%*No. AID-5570.0 Rev R, fifled "Viuyl Sliding Glass DoorNOA shw% 3) Walff Resistance Test� per FBC. TAS M-94- by Fenestration Testing Lab Inc_ Test �Rqmv NoF FTL 855,) dated lM4q5, signed and - Inc, for thek -Bronze and -Lighter Shades of,Cap Coated Fled PVC Exlerim 1 ffirough, 21 of 21, preparedbymmiLdneuverdated IM5115 and ELS1 revised on Mitl signed�and_ sealed by 4) Large. Missile Impact Test per FBC. TA S 20 1-94 sealed by Idalmis Ortega, P� F_ (Test fqwft mmsed on 0211512016) Extrusions tor W, indowsand Doors" dated 0§1151167 ff4)iring on G4/1&?2'0. -A. LynnNfillff, P.E., bearing d3t Nfuuni-Dade: CotmtyFroductCouirdl RevisionStftnV Lwith the Notre of 5) Cyclic Wind Pmsme Loading, per FB-C, TAS 203 M 7, Test report on 1) Uniform Static Air Pressure Test-, per FBC, TAS 2,02-94 Not 6. jCe OfACCqAance. No- 16-0712.03 isswed to ENERGI Fenestrati4on Solut�ons USA- "White Acceptance aumber andexpiration dide by the Mia=�Dade CzuniyFroduct Control.Seefion- 6) Fomied Entry Test, TK, TAS 202-94 per 2) Lzge Missile hupact Test M FBC, TAS,201-94 Inc. for tbeir Rigid PVC Exterior Extrasions, for Windows and Doors` dated AMNSUXIMTACT RATENG: Large and Small M-k5ile Impact Resistant along with marked -up drawings aid ms:Wlation diagram of vinyl sliding glass dom; prepared 3) Cyclic Wind Paware Lzadingper FBIC. TAS 203-04 MG117, eVYn on 01M18- by Fenestration Testing T_Ab� Inc.� Test Report No_ FTL &,r46_ dated, 1 1,t&15� signed and along withmarked-up drawings and in�tmi diagram of vinVj Shding glass door, prepared 7. Test reports No(s)_ 1 O-D(P�79-2(A), 1"6-1105'27, 535753-09. per A.STIVIE-84, L See tabk- 1 (sheet2) and. table 2 (sheet ED fbrapplicableSMimit nzes,-desigmpressaarm reinfamements"e-7- sealM by Idalmis Ortega, R E_ (Ilest " -revised on 0 I_Axa6 and o2ji irzom) by Fmeshation Testing Lab, Inc., Test Xtport No FTL 6638(samples AA thru A-22), dated AST24DI929 aud ASTMD-635, Limed by OCOVA to Vision Extrasion for cellulosk glasistypes, sill -riser (see tablesB-1 & B-1sheets 7-8) andaw-borlayout &h!tM requirements in 11 thrul& 3,. TlestrepaftLon 1).4drInfiltration7est. per FBC_ TA.S `M-94 11/19110, signed and sealed byJorge A- C=w, P, E_ (Submdo-ed *vndf rNO�4 Arja.L.[j_ Composite 111alerial. 1 Rigid White PVQ Tan (Non -white) Rigid PVC andBrovm coated (Pa.Li2edorlamiaRted) white Ri'd PVC be to -2 Uiffbm Statw Air Pressure Test, per FBC, TAS 202-04 9107 0-4) (Sit b m bYed rm der AT0_4.,%,o. 11-010704) _m labeL-dp,6rrefere=edNoXtfeqtiremmts- 3) Water Resistance Test- per FBC, TAS. 202-94 8 Test report on 1) Air Inf*ration Test, per FBC_ TALS 20-94 8- Notice ofAcceptance No. 14-0916. 11 is� to Xuraray America,, Inc. for their 3. Egress opemble do cm innst cm4gy with min clew width or he�ght per'FBC requiremeatas arpheab le- 4) 1.1ige Missile ImpactLTeSt Per FBC_ TAS 201_04 I) Unif orm Static Air Pressure Test, -94 per FBC, TAS 202 'Sean)-Gl;,tsZ (Clear and Mile) Interhy-er', -expirfng on 07/04/1 S. 4. Fo&et WaUsun&r sepamwapproval, to be reviewedbry Build* official -5) Cyck Wind Press= Loading per FBC, TAS 203-94 3) Water Rksistance Test, per FBC. TAS 20244- 9- Notice ofAcceptance NG. 16-1117.01 issued to Kuramy.America, Inc- f6r their LABEIXqG. Each unit shall bear -a pennanent label with. the mmmfacumtes; name or So city, state and series mW 9M 6) Formd Entry 1est, TBC, TAS -202-M Per 4) laff ge NEwile Impel Test per'FBC� TAS 201-94 -`Tr&ffe1-9 Utraclear, Clear and Color n7B. Interlayers", expiring on 008/19� followingstaternent. 114iami-Dade County ProdactControl Approve&', noted herein- along with =uked-up drawmp and instWhhoadjagram, of vinyi sliding g1M door, prepared 5) Cyclic VTmd Press= Loadingper FBC, TAS 203-94 REN7EwAL of thisNoAAa be conmdffedaaer has befnfiledand thefe has beemw by FenestWion Testing Lak Inc., Test Report No- FTL S547. dated 12/04115- signed and 6) Foroed Eutry Test� per FBC, TAS 20-94 F. STATEN-JE NTS change in the appheable.buil&ngeodenegafivi�lyaf ketingthepetfbrinameefthis prod . uct. seakdbyI.dalmisOitega, P-E_(I'est repwxnised on 024916) a1mg with maiked-up drawings and installation diagrain of vmyl sliding glass door prepwrd L Statement letter oftonfennance with FBC-56 Edition (201-4) and FBC-69k]Edition of thiS TERMENATION NOA w-M ocm aftertheexpiratim darteor if them has been a revision thangeiathe 4- Test report on 1) Air-hififtrM1011 Test, per FB CLTAS')02_04 by'Feriestratim Testing Lab, Inc - Test Repof t No- FIL 63 3 7 (mVies AL- I thfu A-5), dated (2017X ismed� by manufachuer, dated 0&14117� signed & sealed by Lynn MMer, PT_ inaterials, use., andlar m=dactuteoftheproductpr process- Nfimse ofthis NOA asanendonment of=YP=duct, 2) Undorm. Statk AkL Pressure Testz per FBC, IAS 202 -94 ll�M[10, signed and sealed by Idige A- Cam, P. E. (Submiftd under N0.4 A"& 11- 2- Statement-le,"er M.MCW interest, dated 0411 M 7, isa" by manufacturer, sigaed foc sales, advertising of any ollvarpuqxnesshaU wat;mMicallyterratuatedin NOA-Failurew cornply-withan Y 3) Water Resistance Test, per FBC, TAS 202-94 0107,0p) & sealed -by Lynn Miller, P�E_ )01-94 4) 1xv Msgde Impad Test PerFBC,__TAS'_, 3- Letter of lab conphanm part of the above test reports. ADvF_RTisEmmN-r-. ne NoAnumber preceded byLthe words CMW� Fkf W and followed by the 5) Cyclic , W, ind PressureLoading per FB C, T AS :203 -94 C. CALCLTLATIONS 4. RER-Test Proposal. No. 17-0387- dated 09D547. signed by Ishaq C-banda, P_E_ expir� dAte- may be displayedin advestimg literature. Ifanypedion of the NOAis displayed. then it shall be 6) Fowed Entry Test, per FBC, TM 202M Aw1mvenSwation calculatxms and stn� an*m, cbEnplying wiffiTBC 2014 dkme in its entirety- 4bng with marked up draWMgS and Installation. diagram ofvin3d Wing glass dom "ared prepared b yPGT- dated 12109il5a:ndbsfmvisedon�0),115/16- sig�nedand'sealedby G. OTHER INNSTEC-110N. A copyof this.eatireNOAsfiallbeproxidedto dw-user- by11he main&ctumr-orits distriftkn and by Fenestration Testing Lab- Inc- Test Report No- FTL &US- dated 12,0415, signed and 'Va. 15 Anthany L Miller, PE. (SubmhW lmd.Ir N0.41 -121#.01). I Notice of AccWance No. 15-1210,01, ismed to PGT-Industries- for their Series .hall beava&ble for inTeefica at thejob site at 1he reVustofffieguilding0f5riAL sealed by Idalmis Ortega- ised on 0 ljW1 6 and 02111[16 P_ E_ (rest rqwd,wvt 1 GhZiftg:M"AM5 with AST!�,IE-1300-09_ -557-Oa770- VinviSliding Glass Door, (Reinforced) - LALL" arpmg an 04,114/21- Z.- C3 LU ThisNOA revises &renews NL0A#2Q-M!9.05acd ccmistg: af diispage I and evidence E-2 E-3, E-4, pages E I :F= C� C_ CM E -5 & F-6 as well as approval docuzuent mentioned above- The m*mitted doemmnUtion was reviewed by Ishaq I Clhanda. PJE� 1daq I Omuta, RE, I Ckands. P.E. hhaqL Cimmia, PX� cc C14 Product Control U-mit Supervisor Product ControlUaft Suporvisor Product Coatrol'U'uit Suptrvi§ar Na�k NO.k IN4. 21-10 2 K03 No_kNa� 21_02U,03 NOA Nro. 21-4209.03 Expiration Datet kpril 14,2026 Expirstion Date_� Apaj4,2426 �Pprorgl Date-. March 25, 120! 1 rad&#DAt1R- _1026 Expl 4rit 14. Date, March 15, 2021 Expiration Dow- ApA,14,2426 -A"r,oi-al �4fproral Datv, March Z-ft-, 29-11 = E -2 cc E C, FGT Tjtdusfties� Inc. CGI Windows and Doors, Inc. PGT Lulastries, Inc. NOTICE 6F.ACCTPT_A_NNCE: ENMENCESUB-AMTED NOTICE OF ACCEPT-kN,_CE: ]EVIDEINCE SUBMITF-D NOTICE OF ACCtPTANCT,,. F"XIMENCE 2. Eddence Submitted under previous submittal E. MAXERILAL CERT]TICATIONS (continue) 3. New Evidence S abmitted 5. Quanex Part Super SbacerStandard complying with ASMI C5 18 Theanal, Conductivity A. DRAWINGS 0-881 BTU -in/ ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen--Pas� ASW E A. DRAWINGS 1. DrawingNo. AID-5570.0 Rev-11, tftled -Vinyl Sliding Glass Door NOA ajgT, sheets, 2190 I.G_ Durability-NoTog-Pass- (Smbn4led underpretions XOAX& 154409. 05) 1. Drawing No. AID-55_1579�0 Rev B, fitled -Vinyl Slid4 Glass DoorNOA (1-1W, sheets I I through 21 of 2 1., prepared ky M2nUfaCUM, dated I 0,t�_S/l 5 and last rMiRd on ed by marnifacturer, dated 10105;'15 and last revised on OM10-1- through 21 of 2 1,prepar Cn MQMO, signed and sealed by AL - LYM Mfljer, C Quanex Part Duraseal complying with ASTM C518, Theimal Conductivity 2-22 BTU -in/ signed and sealed by A- Lynn Miller, P_E_ hr-fte2-`F, F 1249 WVTRPass_ ASD4 D 1434 Argon Pernx=D,_Pas&, ASIM E Note lbs revision,consists replacement of same esistmg installation screw with fbt head- B. TESTS 2199 I.G_ Durability -No Fog, ASIM E 546 Dew Point Devd-opment -20-F in 48 hrs. P 1. Test reports on: 1) Air Infiltration- Test, per FB C. TAS 202-94 (Ubnt #&d on der NOA Xo- 1 "400.05). (D 2) Unifofin Static Air Pressure Test, Loadingper FBC, TAS 202-94 7- Vistort Extrusions, Ltd- Parts ronT4* -with PVC-AAMA 303-13, Voluntary'Spedfication. & TESTS 3) Water Resis1rance Test, per FBC., TAS 202-94 fix RigidPolyviny.1 ClAmide (PVC) Eiterior Pmfiles for Vision Extrtisiews, Ltd -VEX- I by 4) Large Missile In4wt Test M FBC, TAS 201-94 A.AMA fenestration EKleriar-Profile Cer�lcatwn Ppgram. (Snbmifted undpr NO.4 Na 15- 5) Cyclic'%lmd Piessme Loading per FBC, TA.S 2034A 0409. #5) C� CALICT11LATIONS E along with matked-W drawings and inst-Alation diagram of all PGT Endustries, Inc. 8- Vision F_Vrnsidns,, Ltd- Parts coWkjfiig with PVC-AAMA 303-1-1 L. None- represeittative unit s listed below and test ed toqualify D owsfi 791 and Do wAd 9 8 3 ahcones. (Subm ated un4der NO 4 Xo 1"M 95) (D prepared by Fenestration TestingLabomtory, Iw.,, Test Repwts No-- 9- PVC-AAMA 303-13, Voluatary Specification. for- Rigid PObNMYI ChlDhde (PVC) F-derior D. QUALITY ASSURANCE FT1,7897, PGT PW5520 PVC Fixed Wmdmv (brw 6 in pmpo*, dated 00,10114 -FTL-20-2107.1, Proffies for Vision Ltd_VEX-1 by AAMA Emestration Exterior Proffle 1. M12njDadC Department Of RegUlatofy and Economic ReWMM %ER).. U) PGT SGD780 Ahunirram Sliding Glass Door (unit 7 in proposal) FTL-20- CertifiCatwil PrograM 2107.2, PGT CA740 Ahm Out&ving Cw&mmt Window (unit 8 in proposal) YTL-2,0- 10- Notioce of Acceptance. No. 18-1217.141ssued to Energi Fenestrat=� Soho' U f ion, SA7 Inc. or E. 'K1TERL4LL CERIM-CATION$, co 21073, PGT PW7620A Aluniinum Fixed Window (unit 9 in propoA, and FIL-20-2107.4, their 'Tan, 3040 & ftht shade (non -white) WMte Rigid PVC ExteiiouExtrusious for L Notice ofAcceptance -No. 19-0305.02 issued taKuraray America, Inc. fortheir > PGT PW7620A Ahwfmm Fixed Window (wiit 10 in propo&* dated 07113120, aR signed Windows and Doori". cxpiriag on 02/04,21. "TrosdoM Ultradear, Clear, and Color PVB Glas;luterlaypre-, e-Viring on OT08)24- 0 and sealed by Idalmis Ortega, RE IL Notice of AcceptanceNlo- 1"12-7.02 -issued to Ener F renestratm solutiotl� USA- Inc, for 2- Notice of Acceptance 17-0808.02 issued toKuraray.America, Inc. far their series g on, their " "'White Rigid, PVC Ex"or Extrusmins fair Windows And Doori`_ em;p= *SeuhryG1as* (Cleai and Tilmie) Glass lnterlavers7, oqwmg on 07ffi4123_ 1C. CALCIDTILATIONS, 1. Awl= 711 02IM23- 3- Notice. ofAccept2ace-No. 18-1106.10 issued To Visim Exmviioas, Limited for their'Trown < verTication cakuhtiow and structural analysis', COMP4�ag with 12. Notice of Acceptance No- 2"203.03, issued to, Energi Fenrswj 0, Sahtion, USA, Inc- for Coated (Painted or Laminated) 11%ke.Rigid PVC Exterior Exvimkws for Windows Edition (2020) dated M1220. pnared by matnifactuler, and sealed 'by their "Broaze & light shade cap coated X%Ih-e Rigid PVC Extetior Extrusions for and Doors-', oTiring on 09130124. 40 0 AntbonyLynnMiller, P.E_ NYhtdows and Doors7_ eViriag on 04/1&25_ 4- Notice ofAcceptance N�d- 18-1106.11 issued to Vision Extrusions Limited for their senes, =3 2- Glazing complies with ASTM E 1-100-04, -01� -12 and -16. 'NT-1000:Tab 202 andlighter shades,(N*n--NV1&e) FigN Cellular PVCExterior _0 D. QUALITY ASSURANCE `TS F. STATEMEN 'Edition i a on Emusio s for Windows and Doors�� ff4kiring L?_j29�2 1. 0 Miami -Dade Dqmtment of Regulatory mid Ecmornic RMMfCe-.L MM). 1. Statement letter of confomance to YBC 76, (2020). dated 04,221M issued by m=&jctt=_ signed and sealed by Anthony Lynn Miller, P_E� F� STATEMENTS. E. MATERIAL CERTIRCA �TIGNIS 1. Statement letter of no financial interest and of independentl- issued by mandacturerl- dated L Statment letter of oDffmoancot to YBC 17a Edition (7020), dated 02/01t2l, issued by (D L Notice of Acceptance No. 1"3055.02 issued to Ktu-aray America, Inc. for their 04118f2G, _1�gned and sealed by AnthoayLym Miller, PE. manufacturer, signed and sealed � by Anthony Lynn Miller, P _E Cn UTIM-aclear, Clear, and Color PVB Glass Interlayers7, eXpifing.Lon 1 Private Labeling Agreement document between, PGT. dated 033(VI5 and signed by -all 2- Private Lateling Agreenient dated 0-3.109/21 between PGT lndustrks,, Inc. and CGI 07/09.�24_ involved, parties, Windows and Dom Inc., signed by Dean N1 Ruadr, PE., VP. Engginje�, on behalf of 2. Notice of Acceptance No. 17-080:9.02 issued to Kuraray America- jnC� forth& "StkatuGlAst -07104;23. both companies. ((:-Wm and Rbte) Glass 1ftt;@rlayej*9"_ expftiag on G. OT HER;'S 3- Notict'iff Acceptance No. 18-11MIO issued to`Vision ExMisions Lunited for thm '�Brown I- This NOA reyises NOA# 17-042k06.(PV`Tw�UGl)2nd updalres toFW.L2020 (711Fdidanj G. OTHERS Coated (Painted or Laminated) � laltite Rigid PV C'ExteriorEinusions e-Viting ThisNOA L revises & renews NOM 20-0429.05 (PLA-wiCGI), eViring,"'14/26. for Windows and Doors". expid4 on 0950/224a 1 RER Test j=pos_..ds #19-1155, dated 0Llj ��oappmvedbyl--baql-Chand;a-P-E,,Cviiing '1he current associated PIA CGI file # A. Notice of Acceptance No. 18-1106.11 issued, to Vision Extrusiow Licafted for their: 04/14,11 suits "VE 10M Tan 202 and lighter shades (Non--WMw) Rigid Celdiau`PVC. Uj Exterior Extrusions for Windows and Doors7, espiringon 12/29,C 1. < I*Aq I Cliand2. P.L Z y3j;7q I, chnA., P1. Product Cantrol'unit supm-Viaor ProdtKi COMO) Usk superrisor Z Product Confralti-nit $uperrisar N-GA No. 21-0105.03 NMA -No, 21-010:5.03 LL < NO__'j Expit�ation liatei A�M'14,2016 Expiration Dado. Aprfl IA. 20 26 ExTr atian DAt*. Ap#1 14,2126 App royal Da te� Marck L4; 2021 Approval Dave� A"rtl 2SN52M ApprovAlDatt;- Alarek !6,2021 E E_4L F_ 4 SHEET NO. AugustlO, 2022 PA 1.4 i AZ i U MIAMICADE MUNI DADE COUNTY (D}' N Q � �p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11905 SW 26 Street,, 20$ Cast -Crete USA. LLC Calf -Crete USA. LLC Cast -Crete USA. LLC N O i � Co - � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED U QE U) CT3 -co �vww.miamidadeeov/economy NOTICE OF ACCEPTANCE (NOA) . -0 U .0 cn N � � Cast -Crete USA, LLC I. 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 • L (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS O 1� O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`", sheet 1 of 1, 2 tiled "Precast and Prestressed Lintel Details" sheet 1 0 L Drawing 14o. FD461 t f " 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet 1 of LO co 4— — prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b CraigParrino, P.E., dated March 24, 2003 and DrawingNo. P P y„ 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 "" & 12" U) O M O > SCOPE: „ "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by „ „ LT4612, titled Cast -Crete 4 , 6 & I2 Lintel ,Safe Load Tables" sheets 1 Linter Sa. fe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all • — -0 E O O N L_ This NOA is being issued under the applicable rules and regulations overntng the use of construction materials. g Craig Parrino, P.E., dated .March 24, 2003, last revision 91 dated April 28, 2003 both through 3 0 3, prepared b Craig Parrino, P.E. dated .March 24 2003 last ' f P y g a prepared, signed and sealed by Craig Parrino, P.E., on 08119114. L cA +� Q C O C The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control� drawings si ed and sealed b Craig Parrino, P.E. y g revision dated .March I1, 2008, all signed and sealed by Craig Parrino, P.E., on dated Q � � � � Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22; B. TESTS • — (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS 529-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade Count and/or the AHJ in areas other Than Miami Dade Coun reserve the ri ht to have Iy) tY) g b A lied Research Laboratories, Re ort No. 30404A, dated 04f10103, s ed and y p1' P 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for duality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONSp prepared b , Craig Parrino P.E signed sealed b Craig Parrino, RE pa } g gn and y g no, accepted manner, the manufacturer will incur the expense of such testing and the AxJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade County Product Control Section that this product or material p y tY p L Calculations or Cast -Crete Lintels, dated 05129103, 207 a es, prepared b Craig f P g P y g D. QUALITY ASSURANCE X, By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, A.E. 1. By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs. This product is approved described herein, and has been designed to comply with the High Velocity Hurricane 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code, in L None, DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA:, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E,, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002, 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2, Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and seated by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILEIMPACT RATING: Large and Small Missile Impact Resistant L Drawing No. FD4612, titled "Precast and Prestressed .Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade L7'4612 No 2003 and Drawing preparedtitled by g , .., , g . , dated March 24 E P Parrino Craig 1. None. B. TEST'S County logo. ""Cast -Crete 4", 61' & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after 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 LU change in the applicable building code negatively affecting the performance of this product. B. TESTS 1None . , 1. None. TERMINATION 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 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1, B Miami -Dade County Department o Regulatory and Economic Resources y �' P .}� Su rY (RER). mi any section of this NOA shall be cause for termination and removal of NOA, 1. ,None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE Q 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATIONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. 1. None. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER o INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA., Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. N 0 This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 andCo 0 C'4 E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. elmy A. Makar, P.E., Tv1 S. elmy A. Makar, P.E., M.S. my eiA. Makar, P.E., M.S. N N Pro net Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor a;_" MwHtwaWe No My NOA No. 20-0630.15 COUL NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 2€-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 6g l o �o Approval Date: 08/20/2020 j Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 �i c CM �sa E 0 U O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None, 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By M arni-Dade County Department of Regulatory and Economic Resources (RER). 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, F. OTHER F. OTHER L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P,E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.1.4 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Co> 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of \ � CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. /' CL LT4612, titled "Cast -Crete 4" 6" & 12 " Lintel Safe Load Tables"' sheets 1 O through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �� ' revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., an (� 0 January 22, 2019. � B. TESTS 0 1. None. 0- C. CALCULATIONS 1. None, D. QUALITY ASSURANCE �+ M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U Im E. MATERIAL CERTIFICATIONS Q 1. None. O_ F. OTHER L Article of Conversion for a name change. O i' / w e my A. Makar, P.E., M.S. Heimy 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/IV2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 a SHEET NO. August 10, 2022 PA 1.5 - . I . . : I : , i "'. ��:,I, . I . � . .i. � . . J -1 'I� ; r � � , ! _. - - " — �, li_ . I: . ,�l i I., -1 �� I . �- ., . " - , � �:l , _. . . � . - , ,�t,', - �� I .1 ,:, - . 'L .-, , ,�!- _!� li - 4,, � I -�o? __ . WAT TTIR A. — Z10� �_� I I L I IE(:-,:O ilimil TILLIT TESTING & ENGINEERING COMPANY ___ ,_ ,L�tco � tltoo �Ifi-, PLCAI�I-ICI-X)66719 PRODUCT EVALUATION REPORT REPORT II 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL GlQbal Pratfi�tlon Pmducts, I.I.C. 4800 &W. 51 Street Davie, Flarida33314 1. PURPOSE OF EVALUATAON; This is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (System ID # 1906) to the Global Protection Products,, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Proliessional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for C01"TIPIlance, In accorderice,Adth the 2020 Seventh Edition of the Florida Building Code, and loverify that the product is for the purpose Intended at least: equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATlOWDQCU.MENJJP.E.D.It Drawing No. 20-176. titled '120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, InG,; signed and sealed by Walter A. TI I lit, Jr., P� E.; dated 07128/2020, This drawing is an integral pa rt,%�, , Evaluation Report, , 1p"'S", �,o�,,�% & r", _� -1_1/.,?" I � , "., , 4!��".,. r."", OCEN 01-11. (� t7��- Na� 44167 ....', * -. I : 4. I . �'.0 , i, ., - - ,.4 -', topltII, .." "k, "'.-K6 � � � - - - - ,. � - -,. .� �0 " . . � 6355 NX 36th Street Suite 305, Miami, Florida 33166 - Phorie: (305) 871-1530 - PROIDUC r EYAL 2 22-TE—ST RE 0 : P, RTS Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform statIc, loads as per TAS 202 Protocol. Test reports prepared by HwIrricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09119915, #96-570 dated 0911811996, 096-TSO dated 09120/1996, all three signed and sealed by Hector M, Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1 108 witnessed by Gilbert Diamond, P.E. and Report No, 02119�01 -09, dated March 4, 2000, signed and sealed by EdmundD Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 1.-3.-$T—RUOTURALEN-(�INEERINGC-AL ILADONS: .. - On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., RE. 3. 1111133ILE IMPACT RESISTANCE. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE- ____ - 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14,15,17, 18, 19� 20 25 and 26 of 26, Of Product Evaluation Document (P.E,D), drawing No. 20-176. UNSTAL-LATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20,176. .--,.:/ \�r_ENsj---! . ".I 67 * STATE OF "iORIOI �,. I�S. , .�i6 � � C'�'o GMER-Al. NOTES: SZ) IN CASE THAT PRECAST SHDK, OR PRECAST CONCRETE PAIELS. STUCCO OR WOOD SOASW BE FOLINO ON THE O" MR go *a ON" EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I STORM PANEL SHOw`N ON THIS PRODUCT EVALUATION DOCUMENT (Pr,D) PAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN 9.2). ACCORDANCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BULDING CODE: Irl !,��.. DESIGN WIND LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE AITUVE MENTIONED CODE, .� FOR 41 WIND SPEED AS REOUIREO BY THE JURISDICTION WHERE THESE SHUMRS WILL, BE INSTALLED AND - #14-10 PANELMATE FEMALE 10 AND PANELMATF PLUS ANCHORS, AS MANUFACTURED Rr ELCO CONSTRUCTION PROOUCTS FOR A ORECTMAWILOY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL NOT EWAIED THE LAAX14UM (&S,O�) - 1/4". LAC SCREWS PER N.D,S. DESIGN PRESSURE RATINGS INDICATED ON S�IEETS 7 THRU 12. 14, 15. 16, IQ & 20. - ��16-. � SIC WOOD SUSHM. AS DISTRIBUTED BY ALL POINT SCREW, SOLT III SPECIALTY LO� IN ORDER TO VrRrY THE AROW CONORION, ULTIMATE DIESON WIND LOADS DETERMINED PER ASCE 7-10 - AND 2- ELOO PANELIATE PLUS SHALL BE FIRST REDUCED 10 ASO. DESIGN WIMP LOAOSSY MULTIPLYING THEM BY O,S IN ORDER TO C 1) MINIMUM THIREADED PENETRATION INID WOW Of TAPCON ANC40RS SHALL RE I 1/2 FOR W/ MILK MOS INDIC AND PQ01MAUE FEMALE ID, COMPARE THESE _ (A5Z7 DESIGN PRESSURE Rkn .ATEC ON SHEETS 7 THRU 12, 14, 15, 10. 19 & 20, IN ORDER, TO VERIFY THAT ANCHORS ON THIS PX,V� AS ItSIL WERE NOT OVER STRESSED, A 339 iNGWASIL M ALLOWABLE C.2) MINIMUM THREADED PENETRATION Or LAC $CREW. INTO T14E WOOD FRAME UNIT SHALL BE t 1/2*� NO [HR&IDED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAW THE AEQUIfWO THREADED PD44TNATialc OF SNNE�SS FOR "No LOADS WAS NOT USED IN THEIR ANALYSIS FAVENERS SPAC940 to WOOD RAS SUN DETERMINED IN ACCORDANCE WITH H.D.S. 2018. CZ) MINIMUM EDGE DISTANCE Or LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF TIRE AWiE MENTMWO ODE AS PER HURRICANE ENGINEERING & TESTING INC, REPORTS 96-M, 96-570 a -46-T30 AND CA) MINIMUM PENETRATION OF WOOD IN)SHING SHALL BE 5/6', 1/4' #-2,0 SCREWS USED SHALL BE I i/2- LONG MINIMUM FENESTRIOM TESTING LAS INC., REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-2133. SHOULD STUCCO D(IST, AND I* MII FOR WALLS WITH No STUCCO. AS WELL AS AWE�RICAN TEST LAB OF SOUTH FLORIDA REPORT 11021%L01-09, AS PER TAS 201, TAS 202 AND LAS 203 ISTANDAIM, IC5) IN CASE THAT PRECAST SIGNAL, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING 2 ALL ALUMINUM DTPU5X)NS TO BE 6063r-Hi ALLOY AND I-EMPTIL (UNLESS OTHERWISE NOTED), SM SHEET 2 WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MON MUMAIT 19CHINE, SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C_I)� C.2) A, C4� 3 ALL N.UMTNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY, 0) ANCHORS SHALL RE TRWALLED FOLLOWING ALL Of THE RECQMWNDVCNS AND SPECIFICATIONS OF THE MCHOR'S MANUFACnipm A ALL STEEL SHEET METAL PANELS SHALL HAVE S�WCYJM QUALITY SYM� AS7IM A-85� OWE 50 MINIMUM. t-fio 9ALVANIZED STEEL CE.SIGNATION WITT- 58.S 14 (AFTER ROLLED). 8. PANELS MAY ALSO BE INSTALLED HORTZONIALLY FOLLOWING INSTAIJAWN DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT THAI HEADUM M A 0 SHALL NOT BE USED �- AU SMEWS TO RE STAINLESS STEM "4 OF? 319 Al-9 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER IXN 50078 W RSNCrH 9 IT SWL BE THE RESPONSIOUTY OF THE OCIWRACTOR� 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUFaR W YIELD STRENGTH AND 90 1,40 TENSILE ST & SHALL COMPLY W/ nORIDA "LOL,IC CODE I' TO BE Tl��50 114 ATTACHED TO INSURE PROPER ANCHORAGr_ INS VVYTER SHA11 CX1Y BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS, 5, BOLTS TO BE ASTM A-307 CALVANIM SrM_ OR AJSI 304 SUMS SIAIWESS STEFI_ WITH �36 W MINIMUM YIELD STREIM. 10, EACH REGU4W STORM PANEL WITH LENGTHS OVER W-S THROUGH 12'�* AS P%SECTIONS 6, 8. 9 III 10 AND ALTERNATIVES 5W, LY ,AS;, I AN04ORS TO WALL SliALL W AS FOLLOWS %W & low ON SHEETS 4. 15 -& 12 RESPECTIVaY� SNALL r*lt A IEVSLE AM RDW LY VISIBLE MARKING INSTRUCTING OMER OR TENANT TO SECURE PAWLS WITH APPLICABLE REINFORCEWCHT DURING PERIODS OF HURRICANE WARNING (A) M_Q98W-e%ffP_QQNGrM I I THE INSTALLATION CONTRACTOR IS TO SFAI_/CAUQK ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT Will, -1 1/4�0 TAPCON ANCHORS AS MANUFACTURED BY I,T* IBUILDEX, INC (Vi,, f'�192 ;,s,i) THE SOLVING TO PREVENT WINDPWN INTRUSION, I - /4 - 0 , 7/8" CALK -IN ANCHORS, AS MAMUFACTURED BY DIEWALT INC. (MIM V-30CIO p,.) - 1 /4'0 9 3/4* SOUIO-SL7 ANGHORS, AS 06TRIBUTUD BY ALL POINT SCREW, SOLT & SPECIALTY CO 12 STORM PANEL INSTALLATION S� COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING 00 ZONWC ,TEG,,LVIONS iMY, r-Aw P'.`-) PROVIDED BY THE JURISDICTION WERE PERMIT IS APPLIED TO. - Il PANELMATE FENKUT 10 & PAWLMATE PLUS ANCHORS. AS MANUFACTURED BY EUGO CONSIRUCILON PRODiC (WIN, T.-33sa P..�.) 13 (0) THIS PROPUM EVAILLATION DOCUMENT (P-ED.) PREPARED SY THIS ENGINEER 45 GENERIC AND DOES ARMY PRCMUEE INFORMATION - 1/4'0 OF TAP-01P ANCHORS, AS MANUFACTURED BY 7RU-fAST CORPORATION Q'360o P-1.) FOR A SITE SPECAM PROJECT; I., WHERE THE WE CONDITIONS DEVIATE FROM THE PX.D A- 1) W"NVM EMBEDMENT a TAK-04 ANCHORS INTO POURED CONCRETE SHALL BE I 314`� 2' FOR PANEUMAIE FEMN-L (II) CONTRACTOR TO BE RESPONSIBLE FOR THE SE1�N. PURCTLASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT a,SED ON IRS Pz.ol PROVIDED HE/SHE DOES NOT CEMATE FROM THE CONDITIONS DETAILED ON TWS DOCUMENT ID AND PAWMALIS PLUS AND 1 1/4- FOR CF TAP-ORIP ANC40RS CONMUCTION SAFETY AT SITE 15 THE CONTPACM,R'S RESMNSte"TY A.') CALK-M A, SOLID -SST ANCHORS SHAU HE EMBEDDED 7/8- HID THE POURED CONCRETE NO EMBEDMENT INTO (C) THIS )HROOM EVALUATION DOCUMENT *ILL 13E CONSIMED INVALID IF MODIFIED. STUCOO SHALL BE PERMITTED 114* 9-20 SCREWS USED %IIALL BE 1 1/2' LUNG MINIMUM SHOULD STUCCO VAST� NO I' MINIMUM FOR WALLS WITH NO <t=G. AM MAY ES HEADED SCREWS OR ALL 71ARMM SCREWS w/o HEAD, (d) Sn SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS- ENGINEER OF RECORD (E.QR) FOR THE PROXCT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P-E-0. ENG114M Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE 43) IN OkSf THAT PRECAST MOE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW DGAM BE FOUND ON THE P�ED ENGINEER $14AL1. SVEIMYT TO THr LANER THE ME $PIECnC ORAWINIOS FOR REVIEW EXISTING WALL OR FLOOR. ANCRORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN AJ) 00 IN A,2). (0) THIS P.LD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGMTuRE OF THE PROFESSTNAL ENGINEER OF RECORD TK41 PREPARED M (01) 10 I Qinmlfitz2V� AaQIL_W&I_Wy_�L�301 /,. A HDRS AS MANUFACTURED M I I W BUILDEX, He. 14 SHUTTER MANIUF*CTURER'S LABEL SHALL BE LOCATED 00 A RMKY VISSUE LOCATION AT STORM PANEL SHVITER IN ACCORDANCE WITH SECTION 770G.S.3 OF FLORIDA BUILDING CODE ONE LABEL - 1/4" . � 71a. CALK-ik ANCHORS, AS M44UFAMKD W OCWALT INC (WIN, ?��150D p�.i�) SHALL HE PLACED FOR EVERY OPENING. LABELING TO COMPLY VAIM SECTION t7Q%,9,2 OF THE '* I - /A � 311V SQUO-SET ANCHORS. AS OJSnOWrW BY ALL POINT SC". BOLT a SPECALrY CC, FLORIDA auuoa CODE (WIN fl-1 BOG P,.J.) - 114-10 PANELMATE FEMALIE 10 AND PANEUMATE PLUS ANCHORS, AS WANUFAMROD BY FLCO CONYSITIUMION PRODUCTS (MIN r-YO71 P I � I 0"HWHILIJIMIAW, - i/4' 0 OF TAFI-GRIP ANCHORS, AS MANUFACTURED By TRU-FAhT CORPMTION � � %�rl T14 " . i!. 's#-, - . O!"'. Jil"'N' -- . r DIDAW", .. S, D I) MINIMUM EMBIEDMOr 0; TAPCON ANCHORS. ELCO PANELLATES AND OF TAP -GRIP ANCHOR, INTO THE n�.. vv.; . -, - FLORIDA BUILDING CODE (High Velocity Nor can* Zon " BLOCK UNIT SW,U BE 1 1/4- $ " - _. f S .W" MTE_ Wz 23 GAGE GALVANIZED STEEL STORM PANEL * .1 , � 111, � NO 4 167 .t. 1 DF.M I I 8 2) CALK-N & SCILID-SET ANCHORS SHALL RE ENISEDOOD 7/8' INrO ME CONCRETE SLOCR UNIT, NO EMOSWIT . a f INTO S7=O SHALL BE PERMITTED !/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM ____�' '— GLOBAL PROTECTION PRODUCTS, U.C. ' '.' _� � LMST. AND I � MINIMUM FOR VALLS WHIA NO MCCO. "!�f STA _'2� �-_;--- — �p� � : �M� ia: OF ��:- --- �- �, �. �_61V,Im , _ , _ F:! OM—L =I . T �— A .INCOMING COWAN, - �, A� ,ez� -t76 � 0 ., � " - - ��m R — _,L.,_', I" pl.cw C"0�1_4.% " III. -6,11 20 _ ......� � L - - - I-N -1 " � � %� �i * a., CA-Mff, .. /elm I , `�� NA 'E / .. P.. -.1 i M_ i ; i " I I I! "At1w &I I ON . - PRODTICTYAALU All-ON-RIPORLASQ-21IN-Ill I fl. MAJENAL CHARACTERISTI ,AND PECIFICATIONS; Shall be strictly in acocird'ance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, ofProduct Evaluation Document (P,E,D,). drawing No. 211-1716. 7-LIMITATIONS AND CONDITLO-NA-0-F USE: 1 7.1. Shall be strictly in compliance with General Notes No. 1, athru 14, indicated on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E. D.), drawing No. 20-1 76 prepared by Till Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be inst9flad within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 cifthe Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). N0IY"I#HI4h,,, ,011'�k N Tik4,$V. IN% ;s � , . 0 , V, � - ".: ...... � If" ,§��.-, ,,\r,E1qj9,`-V.^, . I � � __—, Z, I..' -No 44167 . ". S I � - -'Ili, I E ___1_ . <;��_=M_!.=5_1=1 - 1* * * _4 ' - ' _;;,'��9�0-*,,"% 11BT __ i__ STATE OF .' -Z ,' I I �b'?�'-.. `40A110"' .-'4,$�,A� *' "I Ie ��,;, S/0 ...... 'S 0 - .. , I", N. , .� N A L I� �,,,e .97follIN11111111"I" WA7rLL D�� TILTFCP ADMON RIXORDS I P� E. REPORT 20 k G 4ORAL, PROTECTION FROD UCTS, LLC � 20 GAGE GAtVANIZEU STEEL STORM P4N[ELk DRV4G;V P"76'I REPORT # 20-079-8.01 1 1 / :7X � Z 11LIECOiN TILLIT TESTING & ENGINEERING COMPANY -_-----1 - ____ WALTERA. TIUL-IT, JR., RE, P tilrew@aol.com )RODUCT MLIUA-TION REPO T MITT, TA�,14 A.41,67 �R_ FJ,C.A.Lo'40-N6YI9 REPORT NO.; 20-0727.02' DATE: July 2-7, 2020 PRODUCT CATEGORY� Shutters PRO -DUCT SIJA-CATEGORY- Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Proil Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. -PURPOSE OF EVALUAIIQN- This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61GZO-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 20�0 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITT Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 Of IS prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,,, dated 0712712020, This drawing is an intept i IM47164hl , � " Evaluation Report. �,�Nx ... , , 1'_1 _1105��". ' 1 97 %. , . 'j,v� -0,-% A� t, .""I -, S� X1, 1 OR 0 ".,;§t - , &. -, \ e " I , 6-355N.W. 36thStreat, Suite 305,Mami, Florida 33166 - Pholie: ll 872114y , 1W . 6�* -1531 COMPONENTS EQR REGULAR & LIFE $AFETY $TORM PANELS 1 (SCALE 1/2-l') - ---------- __________,__.______ 15,196, (71CIAL W!DTH)---- - ---------------- ---- ___ __.____ ------ A5AW (TOTAL WPDTH)- , ---,---- — -, F ! I i — —12.500' (EFFECTIVE WWM)--- -- - . ! ! � ( T I I— �G 1/4, -___-___ I � � -024ID' - I 1 3W . I ,�,,,. . 1 -1.3po.-, I - --I. 1P - ", I I 7____ i I .,\, - WO THICA -I no-- /� ,�oo ,,, i I'll , I 11 ; / � - , , "LI'k ,,I�2550,71 ", OQW , .> � L ..' . . __� 'I, <_ -- - --- -, - - �, Q&VAN= STEEL � , , , - 1. , I I � , . 11. ,".. , ", - AM A-4163 I- - - -k I ,!r,: , ,��. * I _A1 - . tEMIM - /111 1 2 , ,657' 0.06, WIN, THICK I�X , , , , i I GRADE N MM HEIAMED �f F * "W- i - 'Ssr G-60 r.ALV. / - I � EDGE - I . .. � : I I IX,. OL I . ; I r Z 4k _,-HENNED - � AST, .. I T, 1 .2�,/ -1-W TYP. - � T - EDGE GRACE \1�7,7-/ DETAIL &j -Gr. 0-M V� ` A I ASS I L I �1.1 A 11 3; , I 48LIr I I _ _ _ _ ------------- ----- I I - . � � ---------- - - � I . __# 11 - - � 4 it ___`]` - __,________..2SO. . �, _ (J),51ORM PAN 0 END STORM PANEL - __2713 _ ;," I _�w ___ 1-1- , __ - , ! , 2.187, -- �11 .Mi 7 - 1 fAJI�.,�e, ___,� � ,� ; 1 125* 1/4-0-2-% ... I � 11 I- I 1 112W �100` & S - .,�� - y0fuh 304 - W/ HEMMED EDV_ ', � I I .1w & a i - -1 - 1 �125 � - &S. 4 7W*I- IW 11 11 -71] -...-_ i - I I I - 23 =amp � - , " TO ANGLE 0 �, - *_11X _-, I I I 11 � (1720 12 1/7, , I ' �� ,-, 008. Aw I . O931 I I I I - - 'C' W, ro, i Go I 2 (I 2�1 1 25 I �_ 55�-, 1 Dgr .. r . .O.. 501I SEE . 11 - - - I � I -�!t__ I MAIL , 1939' sm , 'DS A: DETAIL I I !ij 7 - - Z5- - LI�S_L � i 2 - : � l. _ - _ - - t P a 1_7k7511 "' M`��,' I Ii.. -, : AW __ =====! - I I r , A a ,378f I . :f � � _, � �?"_ I L. ,_ _, 0)). I - - ---- --S' M_ ---- - - - - - - - �_I.Sw- - -� l JAILL It - wl� J I . ..... A, �-2=1- ISOMMIC VIEW DETAIL A -2.000" 37 , A ROUNICIED CORNER 0 ENDS OF PANEL'S M& END UP W/ HEMMED EDGE. (�) !hLlum (�) 'YLAEAW (�) ANG (4 ANGLE wrTH Sm, (§ ANGLE wa (N.T,S) RE=E STUD F - -----I VARIES i I SEE MY, I - = - f_J 1/14 * 2�Yrt* .- 0 � ,374' Zia- !IY4- I". - .75D' r - '108�_ , I, �, . . f___ ___ .188 -+ '� ,510* T T I _J , L -.- , 7WPX EORE . M=#11 I 1. ,J � 1/4-0-M 304 SONES , � I - I I— I =- - - I TO I � - , - I i - , r * _57&" .3404 -0, �sw �_ - Aw ! , , _J"'_ � 1,11,11. INC 44. -0 - � - , , I � -:_� J_ _r _,:_ I I 2-ni r- - - M 1. I ._=J__.__1 � _=:4- I . i . "I. U? ' � , : I --- __ - I 1�3 � ! . t L__ 43* FLOAQ' I I 1 SOT-1 . _____ 3 i ZOO" 05 . : I " "7" ,%. LR .;�-__ � � 1 '003, I , ., L ; l � � I . i -WIZUT _____, I : j . I , J I I, C B _ _ EVERY PANEL OVERLAP .111, , - t--l-_ 081. --I - - . I - W 'a", I T _- ,r_..., ; -_; �' 2-OW'— __.� ow --ityp) 7O � OW (�) KEY HOLE WASHER 16261* . ; 1063 " (�) -r TRACA ANGLE (4 3X ME" IRACK (?) ELAT MED I ��l �_.,,,. i GALVAIRM SMTMM � �34e# otil MIL= r 0.036, (M)Iv.) - 00111"Olf4f I'- 4� . ; 0 - - - ---I-- - I I �, I— eoj- �. �:.N�' I , I� P,\ . , , � , Ii g i I ___ ;��."-`\�CEN$e`-.T S , 11 6- I+ " D, ! ,IS, '436-it .IA-4 f . . �. -. I I I - , - 11� - . ' No. 44167 ,. " I- _- - [:: I I - I I 1 -375* 1 = '*f i �i , !� _ ____J I i * *� * : , FLORIDA BUILDING CODE fth Velocity Hurricane Zono) � ! I NICKEL � BOTTOM 1� % i ,M. � �. Ica .* - Aa`*L` %=1 M . I,75 LATED WIND NUT !k J�% "Zj� " I .1 - -I- O"AWL STATE OF . - 20 WE GALVANIZED STEEL STORM PANEL DAM &I I .. , , 1IL 114G, ft - .. 0 .. ___ - ` _ (Z _� i .', 0,; , . - � - _2.00O--- � (�� 1= UOLE - 9;� 1", I AT PAN 111�. rill .... 07/n/2m 1� 10 "I 1 GLOBAL PROTECnON PRODUCTS, U.C. ,,, 1 t 2'X7'Xt 14' "40; - _ I-- - am IN, 51 StRw - - D.W. 11- 321, N1111 . ALTERNKFIALY. ME MNO MIT W/OUT -�,�;t W. M.L.= 20-176 - - PHONE. f"OW-75.1% F� (".)IIIII-sw ALUMINUM ANQ I -'r ... ].--.-' WQ .,-.- I M/-U0A1=.W1(== - avom M. i.F SM/WIATURE14ATE - C^-O,W,o - I STEEL OR NICKEL PiATO STEEL). =Wrl 141;11111�` I I - I - I . I - - ow 2 o, 20 1 1 1 PRODUCT YVA1,LATION REEORT NO- 2(l 2 , 2.L.TEST.1REF!9RM , Large missile impact load tests were performed under SSTD 12�N standard as per section 1600.1.2 of the Florida Building Code. 11niform static loads as per Section 1709.8.3, per ASTM E-330� Test reports prepared by American Testing Labof South Florida, Report* 0814.01-01 dated 03111102wftnessed by William R� Mehrier, P.E., Boriz Moroz, P,E. and Henry Hattiam, - P,E. and Report No. � 0219.01-69. dated February 25, 2001), sighed and sealed by Edrriundo Largaespada, P.E. and Henry Haltom, P.E. Large missile impact and cyclic loadings per Pratocots TAS, 201 & 203 as per section 1609.1.2�of the Florida Building Code. Test Report prepared byAmencan Testing Lab of South Florida, Report Na. 112101-10, dated Nov.ember23, 2010, signed and sealed by JuAo E. Gonzalez, P.E. . Tensile test report No. 9CM-198 hyQC Metallurgical, Inc., dated March 13.2000, signed arid sealed by FrankGrate, P.E, as perASTM E-S and TensileTest as per QC Metallurgical Report No. IOKM-1318, dated December 1, 201-0 signed and sealed by Jerry Jul,dofano, P.E. as per ASTM E-8. 21 STRUCTURA - L ENG NEENNO C.All-gULATION8: 11 On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load,,as Well as maximum anchor spacing vs. desigin'wind load and panel I length based on rational and comparative analysis, and in accordance with section 1,604 of the Florida Building Code. Calculations prepared 4 T11teco, Inc., dated 12h B110 and 08127113 (for this revision), signed and sealed by Walter A. TIllit, Jr., P.E. 3. MI,9§ILE IMPACT RESIS NACE: I Mill __ Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-,qg Standard and TAS 201. 4. WIND LMS RESISTANCE: ' 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be a's indicated on sheets 3, 9, 1 0, 1 1, 12 and 17 of la of Product Evaluation Document (P.E.D.), drawing Ne; 20-175� � Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.). drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. "ItN00011104#1 0.0 ?, Ilk rj� % - I _� 7 A ','�� ...... 0 'N't . ,�, , , .1 - -0 'I -)_�-,-_ vkl I . , . E 4s, " .!N-- I �� :-,, — I - '. e i.. ;% I- _77�,6-.==�,- " -.----- = - - . 67 *. S '. - — 71Z �/. lt�l - * :*= / / 11, I .*, Z I E F I I . . . . . . . . . 1. 1. . ' . . , `,�, RIO I.- -- ... "I'll "flitililito I I E1101d=TVALUATION WORTNa 20-0727.0 3 . 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated On sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum Separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 6, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. S.-MATERAL CHARACTERMMCS AND SPECIFICATIONS: Shall be Wictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, (if Product Evaluation Dommont (P.E,D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D..), drawing No. 20-175. LAdMITA11014-S-AW-C-ONDITIONs OF USE: T1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by TIlteco, Inc. and signed and sealed by Walter A. Tilift, Jr., P.E. 7.2. 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 WalterA. TfIllt, Jr., P.E, (Florida L[Conse No. 44i67), President of Tifteco, Inc. (Florida CA-0006719). WATALL EXI TILTECO AD.MON RECORDS I ?, E, REPORT.2C GALVANIZED STEEL STORM PANEL 0RWG # 20-175 k 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, -b,IW/10, 2W/10, 3W/10, 4W/10, +6/5 W SW/10, il & 7W/I I -3: M0__ -_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 - - 3: MAIL - I I WIN ' MR WOW SEE SECTIONS ON stem 10 & 11 ___ ; I WIN, L - - I I 6 0 " Z' 0 6 � � - — __ ___ - DA_(�), (�), @+ I— - __ ---,. � - I --- r--,, -,,,' , �1 -, I - - ---- I ---I @ill I F-T, I . i , I � I I I � . . I , � I f � . I � J � . I �-r- � � I I I q)+(�), (D,@ . @ I I ; F I ,,- "I I ! -�-t7 i i i b . I I i I I I I 'r , I -a I I I i I 1 1 I I i I I , I I � I 1 ! I t I I � ]T_L1L11_j11 I I i ,,, I I Eal J - __J __I__� I -L 6 , T � - I - - I r- - T71 " � ______ ''----. I , _____1__ -_ 110, I !!i I - - I � . I - 6 ; I I �� — I -f- � I I .. -, 1 ,--------[ J -1 iT,��A , � _", Z -- - i _T__rf i § -I ___ - I f "' -- I- - . 1.�� 1 1 1 ' 1��i' i ' ! I I I �- / I I 1 11 I 1 I I I I 1 W I I r7_ - - /40-20, I � � �I - I ! OLIED PAWIS I I (USNEIIE SECTI ?�_�, I - L XT W/ 8, . 3/32' 1 ;, �, I ILSS 11. " AS I 1 flsu, RLAP DNS , ow I APPLICABLE) I I- �1 I . I I AS APPLICABLE) I I I J I- I Swre" i 9 L L-L-_ J_ I L 1- Lij I _.L__1__ __ ' , � - � 'L__ __ _U � - ", � " - - - � __ � 4�, -11 � ---. --F----. I I — -i 1____F___f �� - -, - ,� , , T_ 1-- , , i 7., I I I- , 01 t '!`[ I "� ; I I I I j,� 2, 1 t I � i I I I I I � I I i 41, ,. I I. I I 1 1 1 . : I � I � . I - - --,—I L - I I I 1 I I . i I � I I "I , i I [ 1, 4— 41 D I : � -11 i:).M_(&.@-T-R I- . 6 ''i I_ 4 __ i a . L-1 ___1 I'- _ 41 __ I - I I - — @-@,(�)+@,&�i o�� , �11 _ - --- --- 41— __ L_,3, MAX � .-I , _3'WAy -� �11/4, 2/4, 3/4, 4/4, 5/5, 7/5� � I, WIN MIN. 1 � � � W/1101 2W/101 3W/IOI 4W/10, 6/5 � , � 5W/10, sw/11 & 7W/11 ; �____________ ANCHORS: FOR, CONCRETE SEE SCHEDULE IDN SHEETS 6 A, 9______________,_,____ FOR WOOD SEE SECTIONS ON SHEETS 10 III 11 RE9QLAR STORM . EANELS d) & & ELEYAJ19N HAS, 2,67' $/4* M0, W W OAR�? -1 WHOLE VALLM I - _. - - "k � / \ /`W`N1 /vw\ 71wN i ",[/-\ zn�i ,/a"\ i/4' 1�, \--/ MILL IN , " N �� MAX. GAP \7-/ -/ 0 .77 � .1 �7 _? �P, \_�i � 1/.%L ""..;P i -4 ... �-,__ FLORIDA BUILDING CODE (High Velothr Ru can* Zono), .. EN '.. Z : 11 S em TAR= W. 20 GAGE GALVANIZED STEEL STORM PANEL FP DIUMN �� .*z I - 07/twu" TIO - m= ' 1 *'�'_5 — _\ GLOBAL PROTECTION I PRODUCTS, U.C. , IN.T$. %. ATE GI`---7,-T=---, 4 11LIECO..r. - I NXIC S.W. 5 STROM, . . . - �, W114 N� =4 -, 20-176 ., It" - * r'- I , * Ir - O', I- .N%.- (Wjm-�. FM: OW)m . � PW __ v;; 0 . RV iopl"`�, aZ_%7__ __ I =__ -I-- DIMINING - - -I �� . Vft" K TtNUT �. P.E. Shm 3 or 2S C"DoE 0-MM11 57 . '114, _____F0RLg�,.,L4_4� 7 i i$27 i ; i . I _+" (D (3) C_ U) _0 —M > (3) c- -4--# C-) L_ Q) L_ 0_ = 0 -a 0 (L) = CD_ cu 0 L_ ", - I 0) -*-- 0 W -ll-a W Q) K = Q) = -0 M 0 - CU 0 '= .- (n -0 C: 0 L_ 0 0- -2 = -2 (3) 3: cu f__ 0 .0 A-Zo cu LL "_ 0 — CU > . (n . SQ Q) (n I- _4_J CIO L_ 0_ c �— CT3 -0 ..0 . C: E U) o- < t 4 Z Z W =I 12 o" , .0 :*:� 1= . S = LJ.J Jk =4 - ,; = = = Cn -W� - 4 I= �:-, , r 12 BI= — - .-; = LA� rl- � .�2 - = - (n -, C14 = (4 = cc 91 _:E .�! C�4 �� ir 2 W M. = OD - >2 E :7- Ez W I= :F If = " - -:�� ,O ,6 �:: - �, _, :�,. L,� CID �_ , ., Ct, = , _� t;r_ � E! ��_. -, - 60 a- - = r= ,a 431 46 1.0 I%- 10 INSIALL&ITION DETAILS EOR REGULAR PANEUCDAUM 9.0= MW FOR INUA=ON IN P= CONCRIM LS 0) __& A . INTO EXISIINQ POURED CONCRETE OR CON MM IM OR WOOD IbIMLLAMN QEIAIL5 FQJR REGULAR MfflajL" INSTALLATION DETAILS EOR REQULAR EANE , -IN OR PAMEUAAIr FEMALE 0, I VAUD FOR WMA UEE SM AND E=1 K" STM PAM Sym INTO INTO EXISTING POURED CQNCRETE OR CONC FTE BLOCK SfR-UCIURES ... ,� � P OF 10 CONCRETE ANCHORS . . orrj��_, ANCHOM FOR CONCRETE SEE SCHEDULE 0114 SHEET 2 "" OR 5ns') M SCHEDULE ON I �, MEE scIMMILE MI SCHEDULE ON SHEET " ___--- CONCRETE ANCHORS - a r,mvoH 2) I SHEETS 6 THIWUGH 9) 1*�_ - - otaNCRETE � FOR WWO SEE SECTIONS ON SHEXT 12 --.,-,-- ___ ____ I= sommuLE ON I . OM , TRED CONCRETE t_srrma M SLOM '31 w.. 2,Sr 3 -I , .1 _J RMCM - CONCRETE BLOCK . I RM ANILIODIM , 1%, Ile i � i I RECOM ; REOURED Al CONCRETE ANG)"M VOEIS 4 THOCUCH IC --,E,V.-- CONC - I "I ____ "-------I � - I',.WI,,, (WAL O43kAP -1 WHOLE \ALLEY) - (SEE � XWEVULE ON I , _G) =0=11 C�4) I -, 11 - - � - -1 -_ CONCRETE AWN= � - � 1_11= I . -Jill I, 14 am " " , __ , �,�� , 0 *_� - L L, I ZE SONFIX)LE ON , -FSM'..XLT`O`. i I- .= -0 [-P� WE I 1 " a) ST � 9`N5'rm'=a-1 - 1-41 ! _ L _ e SOLM I I - i 1, � � . I i All. A-L, i F I SHEET S) SHEET 9) . I I 1, I - I � I I . �� . I i . ---F- --I I I . I . I �,-�_"\�,�,�\X_�,_\ ,L - --,m, - ODIUM. . , . ik"". - I I � I , , i L I I (11 `�`��:�)l �L. - _� . � - :� ---- --- 7 , /:44 9WOU"o ; E.P. �,, - I ; =1_1% I/r L-1 - - - I, 1� L � I mc � (�)` Z t__41.0 L j 11 � III � , I ; I -I------- I --.----- --I I -_-_ � ! __ �� gg pw � - i ; 0.. � � L I . . I . I . I I A I ; . � t_ , L I j I 1 �11 J � 1 � I _ -I I _____T_11111. ,Z� --- I -) :: _ E.P. I i I I i r- I I 7 i I I I ; I i I .% , 1 30 � . - � _____4 — Q .(& I - CD C � I L ,,, —, _ z I I 'N I � � =ovnI;p, F,D I , I I T I . L E=_ � L I I - I � I . i " : ; � L l! � i 1 � IR _ -- " I I : - I ;! I I i � I � I � 1 __(�) i ". _��, i , I -, : r I - I i I I \ : : � I : : : � it� I : 1 . � �,�, � i ,- =T W,,L" r I ; i I � � , I . 5OX -4--i I I � 7 11 I i 'L, , � � � I ,4 CONCRETE REQUIR , a I E,o - , I � . I : � ! , � ill I L 1 � � OF *V . i EMSTINO POURED � I I I i �,��111 W REQUIRED I O.. I : W.' �,� f - � M L4�L 1 lil amm PC I 11".10- ) 4I I ; E 6 ��, � . ; : 1 i ; I I a : . � � I i U P_ ; t � -1 F-P I � I L -� 44 � � � I I CONCRETE ; - - - -, 1-ri E��.. , : I � � I.. . I ! , I I I - �_ 1 4 ; -Li __1;____._ _____ -+--a i � 11 -13 r� ___1 . � -I, , i . : I , - �_ _1 I = somu I I ___ -.- I REQUIRED, i 1 ; r "�� : - ; , , - i i 6 W�. 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L 1 : I i I . 4 _ 4 1 � I � � M,E� ft-I I I 5OX 2��11, � : i I -l" - � -i I L i CONCRETE BLON I _�� I 9MMIE , i I �- � I I .� I ; � REQUIRED, i i DAW = 0 CONCRETE ..... __ - X ,,� ,2,/r Oc. :1 ; q1.i_J___ ___ CONCRETE QCK CONCRETE BLCCX L' .. ; I i ; I M.; dlp� - ,". - I - " 11 . _.., 0 � REQUIRED 1/2. .C. I r S= 3' M 1-u-.4.11RI 1\ REW � I I � -.-,/ - -X= - 1-= I I ; 1 OF V I I SOX ". - `� _ , ,�,,�-, -C�4, 1* : _1$ LE: I 0XISTI In_ E � p �� F__ 11�_ I 1 OF V � OF IL, , I `�,'F�11P: M'11"�,�XS�11� .. i A I i I WY _, I MI. L I - .1 ; I _ � I - I L CDWR OR ED, 9AS I" _(1 3 ",_; , ,e , ; I �, 'M , " ,� ; 71171""'"I", - W,n i I , ,�,��, CD . I. I , ANCHORS: FOR CONCRETE SM SCHEDULE ON SHEET 2 I. 11 I. 11 �_, �,,L",�� = , " , . " """"", , _ "" , �, - . L ' n -11-111! ,1� .. ,.� �� qN, :�, J EXISTING PUURMC� , , I L � " ; EXISTING PCKRE I 1�� SCALE :5/IP-1- I'll, ',4V�',511 � � : ,;�, 1 1 , , i MAY: i ____ - __ FOR WOOD SEE SECTIONS ON SHEET 12 - L i 11 .. -.- ; I - I � " -, � I � . - - 1� . I /..- IW " 1, I _II , _ I I - i I ,�� 1 : 13 11 -,/, I CONCRIEM OR ---'----- I I I : -0 mp� I � � I � I _;f, : L ; �, �, ? � . j CONCRETE SLM *-I CAM") �,� I ! 7AW31M ; I I . C: CONCRETE ANCAM I , 'N `04 :j:jt1Nm3Vrc1�`" '--(&4 je,'At% _�T� Me / � . '�.�, � ! � �;, I - �_�D_ - - i, I t . tO i 7. / � i t ; : �,�'J ! CONCRETE MOHQRS 11 WOW" . GalloRm ARD. ,, ,/,� "A _e L ,�� ! � .,-- = � � 7, � I i EL REWLAR STORM P LS ELEVATION Slf�W/ STUD- s CIEE SCHEMM, W RECLINED- , vA � I t � I : ,.g1D & a it Off ScHEDAIE DR— f!wsii� DO— , - IL" .. ., � .-I -1 I , " 0,12 i ! � - I SCALE 3/3 SHEETS a TWOM 9) S1115133 a THROLION 1) SHEETS 6 THROLGH 9) OR M4 It .. . , V1441- ,� ; - vr 0 1 � �,/, ! � MF 0 4 -, . (D 0- 4E, ____M5__`,___1_r-11 , ON ' I .R.11 � I 11 I .. TZ/4- � I, I r _ __ _I I.' , [fo LE- ___ I- -J . 1/4* W. GAP "' , �, :�, .�IIMM a �, Ma i SHEETS a 14RMM 9) =OD ; �� , . L CONCRETE AM _- �- I I L i �P-_Ww - % __��_ 1�111 k I :: " PLLA OR OF 11WA __ I I I-9 I � � 1_1-1-- 4 I W.: I ,�, I . 2.07' __�� , 0 M WHIR" � , - 4) 2 1____ 1�1� - � - - - ,, 4 1i i - � = ... , , ,� (SEE Sc"MULE; ON . , � � : . � � I ,-, 1i I ! L I - OLINTING SHEM a THROUGH, 9) , MOUNTINQ � i I " =.F==-,l 1/4' � i ;` 'I �A'20IV4' S S BOLT J I - - _ _ f (MIK OVERLAP " WHOLE WILLEY] I � _ - -4/ 7/21r.3/W- ;;Ki NUT I - - - - !, WALL WOUNTIN CEILING A BUILD MQUNTING ALIFRNAU WILD OUT MQUNIING SAXIS 5 A 9) WALL, M (p.m.) 111�1 BUILD 9 ! , � 1, . M a - =ION I � LN. i t-9 1 4 - — ___ __ _� : . - SCALE 3/8 0 U."90 a a A W%,l __ Pwo &A*,w � : , . 0 12 Ilr D.C. � � CONCRETE ANCHORS - ___ - . .- I I - , SCALE 315�11 � - MI, - : � ; �, MW ON SCALE 3/e-i- - WIV 5EW 1 ONO. W01147a", i � � I i , - .%finMOUNTING r � N - I M;� = . I : CONCRETE MICRONS I/e MAt I � 47- a) I --- � ____ ___ __T � _M.0__N,4I � _1110" ANCHORS SWCURED 'L = SCHEDULE ON MIST) 0 1 ODS I 0 1 i CD - EOX DISTANCE , ., __X PEE &EXISTING * NEW I* WIDE A WREG X v�:, r F D. i�DGIE ANCE ; - */ SM (SIT SCHEDULE ON V I I WIN - VE SC=Lf wo SHEET 9) I I I __0 -1 M - SHEET 0) I Itl= �_ I THU ALUM, IVBE OR I'* , - : off OR SECTION A_ -A CIO, a) ! 6 '� , ' A NEW I' WIDE I, VARIE-S , IX I � - ROOMED " M � i : I SEE SCHEDULE ON _. I , COSTING M=01 PT WOOD PLATE SPACER I _ � [L SHEETS a , � -\— - &VP!W � ____W1F,Z C= OR WE I I - , I _,=aw OR M AEOU" $me 3/30-1, _4N.- - i -1i) 11 SHEETS a & 8) I . I I -WOOD IMNO I I " (D I . / REOUPED i I I OR I, , VAMCS LL \—/ DIR ANQ 06 MOUNnNa __ 11 UNTING 9" MQUIR-M M .11-4 F,T NOW PLATE SPACER I 'm A 1 L. ,,_. I t-714 ALUN. TUBE i TOP & BOTTOM MOUNITINGS CAN IN Wr. I - 1 BE 11�11 Ismilm " i 1 6, i BEHIND TRACK �� " Xr � CONCRETE ANCHORS ,� COMBINED IN ANY WAY TO SUIT ANY CASE TOP & BOTTOM MOUNTINGS CAN BE . ;' I 9 0 4 COMBINED N WAY TO SUIT ANY .1 i ISM SCHEDULE ON --I ,,, INSTALLATION, Sm SCALE 5/a-1, SCALE 3/6-1- sr"Afti;, .4 gIRWHINNI?" - I—- MR") i i 0�1� I I all [X�� 914EM It THROUGH , I LU ,,,I�SR A. �tj�.",f,, , � � ,, INSTALLATION � I �11 - I !k` - I I 1-1 ACK C.1t, A � = ,N�g ...... -.4 /",:,K- I C_ :.. , �, L_ ,��Z'��,�:4�",,"4,��,\�,;L,�',�,',"��,�", AF - " ,I,SGE1V,p'% -a-, -8 ., 'Z \�`,� � � I .,.. . ., :E . . . I I ` 11 I I "I . " , .. f !;� , � EXISTING POLIPP ... "I I 11 4 �. FLORIDA BUILDING CODE (High Valooftyy Hu no Zone) I L ...... " , ,,, . , , N.. FLORIDA BUILDING CODE (NIgh V.1001ty Hu Gone Zome) FLORIDA BUILDING CODE (NIgh Vfflo!t flurricam Zono) EXISTING POURED' ' W'L. J - _,o, =P101FP_ , I - - - - , C-L - . - MCRUM AW " W. W`Icb"�Iv SE .* - � < V`. e2- � CONCRETE W.-I, - 4K.IVIL � � . I IIIMIKI -IT= M 20 GAGE GALVANIZED STEEL STORM PANEL fl. Z ' 'f .2m rLm=, �r_ _ _�---E.a - - 1 *.; oxIm TILTEM W. - A. I I , E BLOCK .1 - ' ' rp REQUIRED- � 20 GAGE GALVANIZED STEEL STORM PANEL A= 0) 3 M., REOUMtSO. TIAmm maaw� = : 0 441' '. = LIRM04 EN, = :` No 44167 -, Z 20 GAGE GALVANIZED STEEL STORM PANEL , g .,; * DR." an - . I E,D. , =*: * = I . _� - DJAW BY, = - U: -- - 0 '" _,� Me Al �� 4 - "I"' (X = . % - __-, � I I Eco I ;_� GLOBAL PRoTEam PRODUCTS, LLC. "hVAW' SHEM a 9) SI), LATE _____ �__ - GLOBAL PROTECTIO (MONUUMOK TOP & BOTTOM M - I - GLOBAL PROTECTION PRODUCTS. LLc. ""' N PRODUCM, U.C. . - .Z., 0, " ? - 7 F!�,_:> DATC. ;;t;;r1;7 !� -$ 5 ItL / 1�, ��, fit -1 410 SWI 51 STREET . - 4M &W. 11 STREET SHEET 9) 1% _ . L1 ..� QIDD S.W. 51 so`w = CEIUNG 9 0011 , /11 LTE C 0 1 . —.\ DETAIL EOR WAGE0 REQUIUD Al TOP Qft Z �__ _�__ - __ �_ WE, F_ NUI14 A It. .747 _ W" 8 r . .. � TM,U1` TESTINa * `OnKN0U`IH6I CoWn., INSTALLATION. I ITULIT - - DAM r- =1. ., ." . T=_ A . I. IZ:�L- ." t ,�- ." 20-176 20-176 . Z-=.-rAI% W14 TL =I 11SENCTION 2A . . 5 . I NAA_ PHONE, CXIAIQM-75"� W- C04AMI-41M fll� �!;_-_-`Eoll I __ L A, - __ P�' (964)98�7$116. FAk MHOW-SM SCM-, 3/1-1- NV�JNAI C 1920 ,00"It. (II%"-7IM0, fAk 4(11 O�M7 20-176 99MM MAOS AQJ&= IQ ==bmp Umax =10%* __=1A_11.A"1 / _,M- < — M-1 DRAWMQ CA � F� INn _ - PIH ., W.W. - 1%;,, - V., 'INQZ1 41 _10MA, .II;O"1.1 OR~ W. QX-oDX7,9 ',TAL V __ Ck-OmIt , _ HMMO��n I WOM � Muff J" F.E. n1i - -_ Fog - I . I [ _ M - I — I - _J I - 3&Z P� . I - I - I S-TEME�F7_ VIOV, . W " I fio"_ UL A "", f . :: sm. own I "I W&HDI & T`UJ` J_-,_P�E` ! 2Z - I - - [A .�:, It . 1 : I ;�IIRVO§ W26 a - I I I SHEET NO. SH 1.0 L; L, sm FtUITow, 11 � . 1 wv"R"4 -M, AMNm WALL AND FLOOR MQUNIING INUALLAIJOK-M SPLIT PANELS F-E orv� TOP A wroo c oomw MAL" 21- XR." L EM OF 01 Ix I Alle. wm A. %6�m A wg'/4- F41" vu� 1/2' ED, i nun) SAO,` IF OF JiOMIONS 2 Ai SA "m . A, R) SCALE Va. I - NoTE Mu" ON Cm BE W W STORM PANELS ON TOP OR 060M So W, r: T 1 1 7 TOP OR sorom or OPENING, (ORE PMM O= ,NQ P * sattom) ELEMID SCALE- 1/4' - I* MULLION SCHEDULE V- MULL)m SPAN (FI) REQUIRED MIll ?UK MULUON 4 v-e 2' 3' Ix > A`-6' TO 5'-&" 2' 4' 1/9' > 5'-$' To 4-10" 1, 1, %,� > $*-IQ* To W-O'l 2* S' 11r SPARS V1 up TO FOR jl�SA J�GN PRESSURE RATRIG ORIENTED -0 11� - �, 2� U=m Y-y VALE SPLIT =RM PANEL ELEVATION SCALE I/Ir-l" 2 INSTALLAD914 DETAIL� FgR REGULAR EANELSa a INIQ EXIONG WOOD SIRVICIURES 717 W=-W I m-URB- -(46 I= -W1 .nWm *1 U "AW A, -41' 40 Mtr� MOUNIN INSTALLATION - ALTERNATIVE SCAM' 1/4'. 1* RUILD-OUT MOUNTIN IWAUMON - AMN&M I SCALE. 1/4- - I- QEWNG A IELOOR MOUNTING U" A FLOOR MOMN WALL MOUNTING INSTAUAM - ALTERMY1 INMAU"NS - AMMMVE M (SECTION AT TOP IS LIMITED 'TO +55.5-67.0 MO. SCALE- 1/4'- 1' INSTAUATWN - ALTMNATWE A-S�D. DESIGN PR�SS� RATING) SCAM, 1/4. 1* S&M 1/4 ox., Uml- 149M FLOOR MOLWNG INSTALIKnow SECTION AAW t. INSTALLATIONS ARE ONLY VAUD FOR BUtILDINGS WITH A.S.D. DESIGN LOADS + UP TO 55�5, -710 ps.f. AND PANEL'S LENGTH UP TO 8'-B'. FLORIDA BUILDING CODE (High Velocity Nur 'Gone Zori 2. FOR NEW WOOD FRAME C&STRUCIION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY Or 0.55 OR EOUAL No.�4167 0= MT= M 20 GAGE GALVANIZED STEEL STORM PANEL PP. DRAW &ft GLOBAL PROTECTION PRODUCTS, LLC. s of -,gg GAIL. TOP & BOTTOM MOUNnNG S M BE TO At uv,. -w; / 141- 111 Wt' 7 20-176 I )N-7SO. FINk (SM)MIN-M COMBINED IN ANY WAY SUIT ANY INSTALLATION. �X%q�v,s Owl != t-Im. TER r Sw 10 OF a CaNDRIEn ANCHORS CONCRETE ANCHONS AKID4M' $a SCHEDW ON glen lk (SEE SCHEDULE ON (SEE WHEOW ON--"\ FOR wow 1-im* 1;a SECIM ON SHM 10 r*l^ 2,1* skm 15 1, a Iw stlerr 14) �47 W4, 3,111 OF 4,61 2 a vv is 3: POURED CONCRETE I' AA�l Ap't I T/15 F*- GUM CONCRETE -T COINRID) -su t U: 04- ONTERIN PANEL) (END PANEL) FOR MR v- SEPAIVinom To GLOW DRY 5 f i I STUD 0 11? 1 E/V21' 0 C 5TUD .2 1/Z C� I "**,- 714*1 TO 0 12 mq 12-HitIt -it (-WMTE UICATM 1K FS- W30mm iacArm. BLOOM W&L REOuwRm L100. &6/15 L111.1, 1w/15 +lA 2/4 2" 3/4 4/4 2. ALTERNATE WCATION ON LIFE SAFETY PANEL l- AM W/NO LIFE SAFETY PANELS i LOCATION OF LIFE (SEE NOTE INLOW) PAmas W/o REGULAR tpAm L ($m NOTE I 'Lm �W#Iuv AS - JL- I... REG" W/ OR SAFErf PAWL LAV PANEL 0 70 Be ON UTE SAFEV STOW PANEL OPli SMALL IRE Pft� I 1EMp= Fan) -QRM 10 FACWAFE AUAON SKC, 14) OPTION #1 FOR LIFE SAMY STR` AkVA�S TO BE INSTALLED DR REMOVED FROM INSDE CONCAM 41CHIM PANELN & 0A OF STRUCTURE tM SMIEDIAX ON smm'.) ------ ED ELEVADON WALL MONTINA ISSIAUAWN WALL AN 17100R..MOUNTM, 11 WALE 3/3r� I" SECTION I SCALE-� 3,W - I" SECTION 2 SCALE: 3/r - I' iR- GAP /4' m-. 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) T OR AS AN INTER)DR PANEL (ANY PANEL LOCATION IN BETWEEN END NORT I Nrr1QN UFE SAFETY PANELS WAY OR MAY NOT SE INSTALLED ADJACENT TO REAQXU!,�AS) PANELS 4, =A (W/ OR W/O AEG" TRAC".) SEE Hall I) 2, LIFE �� PANEL CONSISTS OF O�Wg* GALVANIZED STEEL STORM PANEL As SECTION S-0 PER SHEET 2 Of DRAWING. SCALE 3/32--l- TKS ITSELF TO BE REMOVED OR iNSTALLED FROM THE WRIDE Of STRFUCTURE� 5, LIFE SA�� ACK TO COM T ONEW 12) & garrom Tp, I REQUI.- - TRACR TO BE COUP AS PER SHLT 2 OF IHIS DRAWING- ... .... COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECT04S I ,LA� ..,l 2 ON THIS SHEET, AS WELL AS DETNLS I & 2 ON SHEET I A, FLORIDA BUILDING CODE (HI Mial LENGTH MR COMPONENT Or. 15'. -gh Velocity Wu come Zore)l Mo.- ANCHOR SPACING FOR compoNm OANcmoma AT earom IS GIVEN CHI 20 GAGE GALVANIZED STEEL STORM PA14EL SCHEDULES b& 2, SHEET 144 COMPONENT MAY OF PERMANENT OP. REMOVABLE 5 SEE DEL44S FOR INSITALLATION INTO WOOD FRAME BUILDINCS ON SHEET 15. GLOBAL PROTECTION PRODUCTS, LLC.j PAW. A- WET A-U Fm� (000�797 6 SEE HEET 4 FOR DETAIL APPUCABLE TO THE NECESSM FOR THE OF S SFACM AT TRAMS INSTALLED A%A�Cfllff AND BEFORE) TO STUCCO/WOOD BANDS. MXIMUM A..%0, DESIGN PRESSURE RATING (p.s. . AND CORRESEQNDIW MAXIM!JM ?MEL L9NGTjH -L! SCHEDULE (VAM ONLY MR &0 1115IIALLATIONS AS PER SECDONS, I THRU 10, ON SHEETS 4� 5 M"um IONA" SEPARATION f, (Smi, 10 cum OF ."A -72.0 7'-s' OR LOS 2 1/4* 1 n4RU i$ & 1 -m5. -72.4 17,-e TO W-W M- 2 3/A' Umamno THFIU 0 & 7 WP. -72.0 W-V TO ll'-2* U-, F101"Im"I" 6 .<U, -&0 $Z--r OR LIDIS 3 1/�v 91�c� & 9 & 0 - W70 W/ T/4o#-,V11'S& MS & "~ ff WOW & WMM OF PARO- MMMUM A.S.0, DE$JGN PRESSURE RATINg (R.&J.) A ONDING SPACING UKEDW FOR REQWM 310M MAXIMUM INSTALLA11ONS ANCHOR INT-Q DU31M !QONOETE & (0= ONILIF FOR PhaSo& @ INSTALLATIONS AS PEN S=nONS I TWRU 7, ON SHEM 4 & 5) MAXIMUM AS 0, mloieum mom svcm m E., - 3 /2- MON IAPOOH CF TAP-WP mx-. Nhm�mxft: FGwAs to HANFOARE Fv1s APP To LJCMAME ERG MAaww PANEL PRESSURE TO = ANY cow H LENGTH 'V N To cowidi 10 CO.CRM skmx SUER r WA NIA W4 0 AVA RA N/A S' 1 (BOTTOM) N/A N/A NIA 61 M/A 1. R/A IF NIA 2 (TOP) IF N/A NIA NIA r "/A a. "/A IF -55.S, -nm r N/A WA N/X 11 stx 1. WA IF RIA OR Lm OR N/A N/A foarrom) W/A WA R/A NIA N -1. 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PANEL Livorms up To In LENWHS of TO INIQ EXISTING W90Q STRUSQ� C. WITH I I w, THREADED pudirmw TO HIADER Too AU. URRnHS UP '"Do' 0 X IV!! DOI, EOj HDOER amm ALTERMME 1W SCE .wv SM SQHUW ON SHW 6 MR W. NORMIAlm I TO OLNm MR Mi� SEPAIIA000 TO GLas, EQ� I,- Eof - Tm ED I- ED ED ED eq WOOD 1141: rw PuxF Olt no Loom UP 70 V-8, M- OR -10 PAN WAVE FEARS 0 DR AMNATPA 33N ALTERNATIVE AW t mm 2`Fv PLATE ALL L04M UP To #'-W M- MO. DIRECT CON1R9W19W'N"SM&AN*G*H6&� 03 LOCATIONS MOE SHUTTER TRACKS NOT SHM FOR CUIRTTY SCALE SCALE N 1. INSTALLATIONS ARE ONLY UP TO 55.5, -7ZO VALID FOR BUILDINGS WITH A.S.O. DESIGN WADS PSF AND PANEL'S LENGTH UP TO W-B" FLORIDA BUILDING CODE (High Velocity Nu Gone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Z -2m IRTM 20 "M GALVANIZED STORM PINE No. 2, IN/ spianc oiNsiTy oF o,55 OR EouAL STEEL PANEL 51 C 0 GLOBAL PROTECTION PRoDucTs, Lm TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY kk 1%�.m SA H. --I- PHOMI (064AW-750. FA-11 10050-67" 20-176 INSTALLATION, I 707-jr =Am W-7, I AFT I A FEN III I FnTW"L W77. I'D k a -f f? FK 2FWI7-1 0 01! WMA, I ALTERNATE LOCATION At END PANEL STUDS a EVERMY V02 t 0. C) H 7 J sm SEE 0I i INTUPOR PANEL END PANEL �gw B �i S LE �I i -a- 2 ft FOR 1-31 .. NOR SPACM OVAIL 2 FLQQR MOUNT-ING INSTALW&I (APPLICABLE IQ MHEDULE .2) ScAUE- MAXIMUM A.S.D. DE RESEQNDIN MAXIMJJM PANEL LENQTH OC =HEDU MwmvM ASA DESCH PRESSURE RAnwo a TAP-Gw rxx-w P01119m 1010ALE V PANELAi OF TAM M"Num PARID, UNCH -L- 00 TO MA'AM To cawxm IM TO o"I'm CONCRETE a -mm To wKRm am. V N,/A N/A N/A il NIA sm N/A S' N/A I & 2 (TOP) +5510. -72.0 F2:_f G. 11. a- 9, - 9":� 1. a. a. a . I (BOTTOM) --a' OR LESS 6- N/A N/A N/A '. WA W N/A 6* N/A- I * 2 CMP) +5S..O -72.0 - 1. 5 9, B- a 1/2' 0 v 9 . 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SCHOGULE BY THE FOLUNIM FACTORS MR THS OPINRAGON TO SE POMuE PODUCED SR� OffROW USINO FACTOR 90ALL hfll� BE LESS THAN MPAWN WACM MICARDO FOR EACH ANCHOR T01 ff AROMAS LMM 001110 Twit TARVAI lw-,Mp MAI a w AAKRQR SPACING 0.) 3 3 3 *A=I In 4 MUM A.S.D. DMIQN VACIN9 SCHEDULE PRE3UVRE FOR R REGULAR IbIG (g.s.f.) SMRM AND PANELS CQRRESEQNQING (D A r& MAXIMUM INSIAUAWNS ANCHOR INJO EXISTING CONCRETE & CONCREJE BLOCK STRUCTURES (VAUD ONLY FOR Pmw(D&@MSI%JUATIONS AS PER SECTIONS I THAU 10, ON SHEETS 4, 5 A 6) MAXIMUM ANGNIM SFACft FOR ED. 3 j1r ASLIX bm" OXON Gr TAP-GRP stcooNs f & MAXWW PANEL RMSUIGE To TO TO To ANY CDWSAMROk LENGTH '1* (PL) PAIING 70 CONCRETE CONCRETE TO CONCRIFTE CONCRETE 10 CONCRETE CONCRIME TO CONCRETE CONCRM 10 0ONCRETE CONCRETE OF THU RIC, at= OLOCK SOCK N/A N/A N/A N/A 6. N/A S- N/A N/A N/A I (TOP) 4 N/A HIA ir 5. 0. NIA N/A I (BOTTOM) N/A N/A N/A M/A N/A a' N/A NA K/A 2 CTOP) NIA N/A N/A N/A 1. 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LESS ARILTIPLYING SPAC40 SHOWN 09 SCHEDULE or THE FOLIMMI FACTORS, FOR 1146 OPERATION TO BE POSSIBLE, REDUCED SPACINO OIRNNED USING rACTDR AM JIM LEN THAN MoRi VACHO INDICATED MR EACH ANCHOR TYPE AT ANCHORS LrWA 1/4'.- wt 1/4-. 1/4% 1 1/4, ANCHOR IM w 3 3 -i- §0`� L 3 1 3 1 3112 'z' 3 "n 3 1/2 4 3 qx I FLORIDA BUILDING CODE (High Velocity Hurricane Zone) FACTOR NO. 4167 mm -wm, w. 20 GAGE GALVANIZED STEEL STORM PANEL FPI x w I.w Aim "4 GLOBAL PROTECTION PRODUCTS, LLC. ILFECO.. DRAW PAM Mww�Loi nii.U` �" a ENGINgrimm GOWAN, =14 L - - - I-^ . .1. A W", tiui� FAX: OFM)WO-0710 20 PA-OW6719 mn�! , - DRNRA; Jvitmm fuy" Lz j4j At -M - 67 'o"a 0 Ora UALLAWN - QUAILA EOR REGULAR EAN Ls 01 & a INIQ EXISTING WQQD STRUCTURES V7--, IN 0 JI-10 PARELMOX PLUS 1� I 1� -1= D.C. w,( I 7/Ir ;J:6�1 4tM 910RADED PO4ETOATIDN TO WOOD PENETRATION TO DoSTIND WOOD HEADER EXMTM WOW HEADER EAS11140 WOOD REAM 4w I 0�t WOODWKNOM 0 FMI SET ME So"GOJU ON SCHDOULE ON WE SOVOL41 ON SHM a SCff 0 Fm i;z-5&;AAT*N FORR W. 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W/ SPEO,RC DENSITY UP 0,55 OR EOUAj- FLORIDA BUILDING CODE �Hljh Velocity Our no Zone) w. 415 fp vor 20 GAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNTINGS CAN BE COMEIMED IN ANY WAY TO SUIT ANY GLOBAL PROTECTION PRODUCTS, LLC. 7�17 7F-o �-,- INSTALLATION, oH`E n- 20-1176 4364)04-72.4Z� FAX ("4)M Mow W, Tun SHM 17 Or." g. IF - -51-1 . INSTALLATION DEIAILS EOR OPTIQN # I FOR LIFE SAFETY STORM PANEL SYSTEM N P 1/4�0 I" WM'*S 0 6- ax� W/ INTO EXISTING WOOD STRUCTURES 1 1/2 UR,� v�mmvwm TO Scsw N 2 -77 5 -7 ME S . Mo 9 12 1714. ALIERNATIVE 1 ALTERNATIVE 2 WNW SEE SCHIVAL on SHOET 14 STLFAWFUTIO4 E0 EO EQ WOOD PLATE REWRED �t8 ALTERNATIVE 3 ALTERNAITIVE-4 1/4'9 OF �W= W/ 1 1/2' Go ALTERNATIVE WOOD FRAME CONDITIONS ANCHQR LOCATION "40-m PAMSAAATI! `vM%.E 10 DR Tr PUS 0 G' 04� 2 Wn- T,RMAGFR PEWIRAPOR TO C=/" PLATE -4 - w" WALL MOUNI-lNG IN51ALLAII N= � SHUTTER TKM� NOT SHOWN FOR CLARITY ALIERNATNE 1W swy- 31e - I* s 140-7 z FLORIDA BUILDING CODE (Hi2h Velocity Hu loans Zone) Im 20 GAGE GALVANIZED STEEL STORM PANEL OWN Err; 1, PIST4LARW ARE ONLY VAIM MR &ALDNGS WITH ASO. DEGON LOADS UP TO +55S, --n4 PO AM FAMWS LENGTH VP TO V-8-. Z FOR New nwK cowsmuctlam wwo manwis To sE muTwm ir sl JILIECO'.. N PRODUCTS, LLC. GLOBAL PROTEMW 5 sum FINE W. 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I vft I DUtMN(; ROUMATIOft W" ffiffWWTJON WALL MOUUNG INSIWAMN 4 SCALE 3/8- I- EL 0 LIFE SUM PANEL 0 REMAR PANEL JLAtfflWERft% ZPANEL SCALE 318--l' SCALE ,3/B-.1 140111s., SCALE 3/6"-I" &10o."AIM, e ` TILt 'AP� ........ *,��x V.--',)p1N8j�'V -S 1. INSTALLATIONS ARE ONL�( V" FOR BUILDINGS WUH A,Stl� DESIGN LOAM . .. 1. _ - FLORIDA BUILDING CODE (H!2h Velocity Hur cone Zone) up To +55,5, -72.0 PSF AND PANEVS LENGTH LIP TO V-6', Z I.. z 14o,4 1 . 11 A z t;zow 1111=O1 � 20 GAGE "LVANMED STEEL STORM PANEL FP, Z FOR NEW WOOD MWE CONSTRUCTION, WOW MEMBERS TO BE SOUTHERN ONE NO, 2. W1 SPECIFIC DENSITY OF 0,55 OR rGukl, i I . ;1 1 * .� i � .. ST - - __�,_ - , E 6E�3�. -77S I... , � -"----,— GAMIN w, - GLOBAL PROTECT I ANTE 11LIECOswc. ION PRODUCTS, LLC I I, .. .. r .. ;�� "'...., W :47 �' S1 A. -.- I 41100 &W, III stRED &_"wro! 91=01= els_lub� � 1'".'XIIII-67107 20 PeNr_ IWI ONAE. F_ =1 -176 ""Folm 116w",�_L sek.�� i _11`e*-1AW1'.,q__ I - A _*~ I" DORM ft, .4=1 _. 1 E . I - I - i.. 1 =- 10HEI - OF 29 1 INSTALLAIJON QUAIL5 EQR OPTION EOR LIFE SAFEIY STQ8M -FAb[EL aYSIEM INTO EXISTING PO RED CONCRA OR CONCRETE BLOCK STRUCIURES f __1j,�-.TAPOON ANCHIM 09 O.C� _ IL4'.TAPCON ANCHORS _ a B O.C1 4- 7APC0" MCHORS 1_V ,. ` 0 a Oz. I .' TNVM _-ji 4, 2. 04� ANCHORS � . I , MUM CONCRETE . . , I , of? CONCRETE . BLOCK REQUIRED I I 1 ,,, 7M&9RE11 .. . BLOCK REQUIRED fZ-L "I . POUR&D DOINCRIM . 1. - OR CONCRETE , I � i � i I , � � � � F.M.F.:R1 I 11 , __ , , � � I � Ile *L--. - , -1 I 1/4' BLOCK PFOURED ; i 1 1/4' i . I I � - � I I � :: I/r : k E . . . . . * I I i i , - I i . T_49i1____1 � . � Ir- _____ � Lp.0 � i � I � I "'. : 1 : l �L_� _____ I I - I , I . I i I . I I I I I I :: , '1�1 I 1'1�1 I '1�1 I ,��:� �� "'., �,��, I 1 � %.. I ; 1". � �� . k_ - , 1, � : : I ", ,� .., _sl� - t . s 11 1 � 11, I -, � I I . i � _�� 1 � I i I I I � ; I I f -MV- !%W NO I I -.0 i : I � i � - I - -a i,- AZJW. - " I I � I ; 1 I - � . � . -3 �� - i ; w I . - ; I *1 �. 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I I _ I , " ,�;11 I ; e I , � 4 A , ,, � � i � I "I'll �,,�15/ Y144, - I , -, Zz,�,�, , I L ' -0 � I I , I I -, __(D 11'1� -P i '. i 1 ,-&. , , "P� I -0 � �, i _0 E.D. i j i : �� /, i I � � i 1 1 , i , � ! I , i 1 I , , / 1/, � , I ( L i I �0` �Ir, 0 I " 1 � F_?�' � : I ... ; 11 �__ , , �� - I 4 I I : I 0, ; � � I I I � . 11 ! +12;\,- ` �s , ; . I I i = � I � ; I i , � , , ! j I L _.� ______ t ___1 , � � F _ i A_ I .. �, T I __ ____j : � .- -A - I I _E�� , 7 � /2' , I - _�_ -;/ 4�-20.3e4`S,& ; �� _y N.S W/ . . ---------- I - � I ojw � Ir - ,__�� --s' ILE, —I W/ � � ' L - - - \ . � ! - `0 , WAKI . .' / ! .' I Z, ; r� ,' . 1'2`1;,V2 . NUT WASHER i F_ � - � V21. I " t I � i WING NUT WASHER � ! I *0 -,.�7 "60 . 3/Jr �L 0 12 WJNC 1/2- NUT ?UT W"3/32� WIND DO. � _� (BEYOND) I � i I � i I I I ! _____ I # - _W ! :. ____Wi-' TAPCON AN04M 4 i/2- O.C, I f _____V�IACGH ; . I I . ( � ( I � i � 0 4 I/2* O,C - __ _WRED CONCRETE ROURED, CONCRETE CONCRETE . CONCRETE CONCRETE BLOCK OR CONCRETE BLOCK 1--poORED OR 000GREIE BLOCK _1201"Im OR CONCRETE BLOCK SECURED 11 ISTALIATION REGUIRED WALL MQVMTING INSTALLATION REQUIRED, MALLATION WALL REQUIRED MO STA I A a AMNIEL SCALE 3/s,-1, 0 AUM&HU SCALE 3/8--l- SECTION 4A 0 REMM PANEL WALE 3/8*-I' =10 4B a LIFE SAFETY PA EL SCALE 3/2'-I" KE 01127 IS A, 20 FOR ANCHORS IYM a AVON YM __LM!__ vj" VACRO FOR INFINIATIO4 AGO WOW - ANIMM VACM (14 3 FIMME SUIDM WNWUII AN0400 SPACINOIS AND WKWUM EDGE DORI" Aft INDUTED ON THIS - .,=!.W:,- __111 3 MHEDUCE MR F-D UES5 TA001 WRICATED ON SO4OLU REDUCE AND" VAM BY VULTIPLIM V%MNc SHOWN ON SOHEDAE 1�_ =-. 3 AMK " ow 0WIRM PCKIR BY THE foLLOWIRO FAMM, FOR THE Opum" To WE POSSIBLE RDOUCEC -_____1_!_!a_._. ___ _2!_ SPAOING 09011ko E04 FACED" W'Aj NOT BE I= THIN MINIMUM VACM TWO FOR EA04 ANCHOR TYPE ON THIS SCHEDULE __R_Y�'. - _ ----,- - ____E___ _ - --- 11,ii - I I a ,/r I - __j CODE INSTALLATION DETAILS FOR QPTIQN #2 E9R LIFE SAEM STORM PANEL SYSTEM INIQ EXISTINQ WQOD SIRMURES 7; � � 11 vN , � i M, - 7, V-7-7- �-�� , -- 1� t_ - __ , ____1 I ,,, , 11 , _ _- ill '�` __ - - � [ � 11 � , 1'� , " " - I _� I 1 I - 1 L" "I ,." - 1 �,; �_, � � . - R , '/ �,_ � , , _�, � . �, I . � � C� 4 k! , �_ ___ E*1'1'/1.v.1-ONT1ir0. � \ � 11 , _ , ) 11� x _� / � I _. I '1� . 1, I ; !� - 11 1 ED . 1. I � , . I ? 11 I � � , : I - � HEADER �, WADER , , , - I t " � I� 11 , � � V � ,81 on" � -4 " , , � rj � 1". 11 � , , � , 1; \ 'F��I I/ 112- i ,/,. .1 I R=� , , I M_ I I v I ____-I I - . - --- _ ". , I 1 i �/ � �� WOOD HEAD I i ; � I ,- / `%% � 91- I � I I I 1 " e , i , 1 � REQUIRED . _�� I I I � I - I �'� : ; , - - 1 � I : 11 �, ! j 1� - . i 11 � I I I ! 1� I � � � A I e i , I : 1 --CD s , . 1 � i `"i=1111 i 1 ! I � � � I � - WE SOMM � ! ; � � � I � Ok SHOET Is) T I i I � w I � -0 NI,,. v No. To ZZON I I _... - - = SoNeDuut : ! PANEL LENGTH A� _ -_ - � PANEL UNM OWING ON SHEET It) I : ] TSEE NOTE I aEom 1/�4"- _ ____ , I , SEE NOTt I Room I - \ __ GLASS - � � . .f,41� '__.L___ -_ ; . _�- i I - � I ,�-,V. =�� - j r � - - -.-- i - ! A� � ,= . . i I 111 1-1. ; . . - __ 11 . I � 11 . . � I j , I : I - .. � i i i I , , , r ; ! � -- --- "' -I � I I � I I F I ____ ?",_ ___ .__ I i I ,,�,,. � ! 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I I , A' Mfnii6i" or PLATE � I . �__ AT MIDINUM OF PLATE - � , . _ _1A � . �� - - I L -_ WALL U INTMOAH316LL&TION I RTAI I ATI IN ALTERNAM 9AW N � ik/N ALIERNATWE 8MV """""' 2 IJEE!��,PANEL !2 RMULAR FAMEL 0.14.Z ..Tit j ..' 1- ,/ ,�ik SCALE 31ar-1- AX.',,�cENse'.- -s� t '. FLORIDA 'cone .* . - I BUILDING CODE LNIgh VelocVy NU Zone) I NOTEL, / "* ' FR = � No 44167 I, 1 .Mo IV=, W. 20 GAGE GALVANIZED STEEL STORM PANEL = : �*_ DR" Oft '* 1. INSTALLATIONS ARE: ONLY VAUD FOR BLUINGS WON A.S.0, DESIGN LOADS , * r �L -)ZO PSF AM PANEL'S LEN11CH UP 70 8'-R*. � *'. I UP TO +55.5, 1: '. �� .1 �)� '��, ATE ot ---- 1 - ON PRODUCTS, LLC. 0"'Q'M'- ' 11LIECO, I GLOBALPROTECTI — 2. MR NEW WOOD FRAME CONSTRUCT041. WOW MEMBERS To BE SOUTHERN 1-1r, M &W. a S"W \&� - W1151- PINE NO. 2, W/ SPECIFIC DENSITY OF 0_55 OR EQUAL - - 0110W-`� T COMP," DNAE FL 333i4 20-176 . OAF" � � . � -- - - I ... �i .- -`.__vr=_,,�, pHola,� (w)ew7w_ VAIL (q34)6N,_,v%IT , 'hwF; I .w,PF",,KixUiw,00C-- ,A-0007's DRWK N�. �� i 4 1 - I - worr 20 or 26 - 1 1 INUAUA110 QUAILS E98 OeTJON #2 EO& LIFE SAEETY STORM EANEL-UMA INTO EXISTING ETURED CONCRETE OR COhICRETE BLQCK STRUCTURES �, , _V4' TAPOON ANCHIDIRS . . LA. MONGERS , S_O. D.C� r _ . � *"q ox, "' � `� MURED IT, '� FIGURED ETE I " OR CON=RBLOW, � " OR CDNDW10-OK � 1�� j 'i ,I REQUIRED � REOUIRED 1 1 ,__r_4411 ", 1. F-C14 � - I E.O.. , q � I , ! I � ; I -1 � � [ : Ls, I I � i I � � _i-t. ; � --(3 i s ,t�,,, - , r � I F vw 14) i � : i I 0 ! � 1 i 6 if --:-_'Jk� ,L_j 11 ,c-�-A! I --[-� I . �, I � .. j LG�- : - 1 ; I " I � ,�111 ;i I I , 1� ,I I , � " 1 � I , i i i I � 411m� � I I � i j I ; I I _ _. 1 � .. __ I � I I : ��l � ... _) I �� 14-10*0 PMEUMATE PLUS W/ � *0 . 3/32� WIND NUT AASHER I 0 5 1/i, O,t ! � 9=0110 U. RIDGUIRED WAU MOUHM INSTAI I ATION IEG A PANEL SCALE 3/8'-I" , SIX SHEET 10 a 24 FOR ANICKORS TIPE A SPACING FOR kul.Azts an WOOD MOM Tft _jL.��_ , Il". �. am - - W. MOM whowc o') 3 3 FRAhe SUIUDW MINGIUMAICHOR SPACINGS AND WNMUM Via DRIANIM ARE MWED 04 ", --= � SCUM" foR " ISO; n" WbKA 0, SCHMIULE REDUCE ANCHOR SPAMW 8 WxTfty" SPACING SHOWN1 ON SCHED" , g;;�� __L_ � 3 ,!z Aaft M pa No" - BY THE FOLL"M YACIDIES, MR IRS opmrick 10 BE POSSIOUE AM= _____i_!_/2 r__ - SPACING OVAINED ,sw FAc7m SHI HOT BE LIES THAN WWUM SPAC" 00"70 FOR 9ICA M04M T1W 04 THIS S003WU __ - - ___ ___l_mr__ _ __ ____ r - -, - __ __ I I I 5-1/e II � I, i I ___ - --I !!!!!!!!!!!!! F.IL, ., .1 � i ,i( 1, I ,�� i��,,� ,�� I — 1 1 1� I 1 _�. � � 1_�7_,"__ _'(3 j � iK. - � F I � I i I ; , t 19 , I ... - _____k= _ 1';� I - , i I , i � - __ 1 + i _ I 96 11 11 � --- - * � fl 63 ��A�-, , - I 1��:t� �_ i � , , a Mo . - '4111- 4 1_1_1 I I i _ -:--- "�, --- I I ; � � i , � I � I t � '711-7/7117-7-1711 , _'(3 E- " , ", I `��,_' t I -, I . , i I I _1111 I i "�_. x � '.I 1. : I . , i , /11� , - " Q_ 1 7. . � : 14k7 I ___j I 1 ��41 _.x______ JI I I 4-10�4 RAHELMATE - Isr WING PLUS *1 "I . 3 Hin . (BEYOND) , __J�DURED CONCRETE DR CONCRETE BLOCK REQUIRED WALL k4OU1bMNG INSTALLATION SECTION 5B 0 LIFE SAFITY PAM SCALE 3/r.1" No S1IORJM PANEL I C-Z HAN4 STORM PANEL S80WN ON THkS PRODUCT ]EVALLIAMON DOCUMENT (P,U.) HAS SEEN VERIFIED FOR COMPLIANCE IN ELA) MINIMUM EMBEDMENT OF JAPCOU ANCHORS AND PAINJUAIAft FEMALE CD 01 PANZIMATF PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FILDRIDA BUILDING CCOE- BLOCK SR41 BE 1 1/4-� DESIGN ONO LOADS $HALL BE DETERMINED AS PER SECTION I r2O OF THE ARM MENTIONED COCIC, 5,2) MINIMUM EMBEDMENT OF 1/4-0 X 7/6' CALX-jN ANCHORS SHALL BE IS 7/0- Wo coNCRETE, AND MR A WIND SPEED AS REQUIRED BY T14E JURISOICT" WHERE THESE SHUTTIERS WIL,L,,%r NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE FICIINT-7tED. lh%= FOR A DIRECTIONAUry F&CMIR Kd-0.85, USING ASCE 7-16 AND SHALL NOT EXCEED UM (A'S D) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD MY FINISH MATEKf,kL EXIST) To DESIGN PRESSURE PAIINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHM. IN OMER TO VERIFY THE ABOVE CONDITION. OVIIIIINTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 S14AU BE FIRST REDUCED TO XS.O� DESIGN WIND LOADS BY MUC11PLYINC T14EM Ff 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS SC FOUND ON THE EXISTING W,MJ_ TO COMPARE THESE W1 MAX. CA-S,D) DESIGN PRESSURE RXIINOS INDICATED ON S14EM 25 A, 26� ANCHORS SHALL BE LONG MWG#t TO REACH THE "N STRUCTURE BEHIND SUCH PANELS. ANCHORAGE $HALL BE AS MENTIONED IN BA) AND IN 0.2). N OMER TO VERIFY THAI COMPONENTS AND ANCHORS ON M P1,10, AS TESTED WEIE15 NOT MR STRESSEE, A 2kU INCREASE IN ALLOWABLE STRESS MR WIND LOADS WAS NU USED IN THEIR ANALYSIS, FASTENERS SPACING To WOW HAS BEEN OETERIENIED IN ACCMDANCE WITH N.OLS_ 2015, (C) ANC14ORS -'INAILL, BE INSTALLED FOUOWING ALL OF THE RECOWENDATgms AND SPECIFICATIONS OF THE ANCHOR'S STOW PANWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF MANUFACTURER - THE ABOVE MENTIONED CODE AS PER FENESTRATION TEMI; URBORA�OFY. INr_ REPORT 0 2032, AS PROTOCOLS TAS-201. 11 it SHALL BE THE RESPONSIBILITY OF THE CONTPAOFOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND 1AS-203, IS 19 bE ATTACH TO WSURE PROPER ANCHORIAGE, THIS SHVIIIER SHALL ONLY BE AnxIiro To CONCRETE, BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENW ACCESS*(; INE OpEliNq FROM THE INSIDE WIG THE USE OF A LADDER OR UM THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENOM TO BE PERFORMED 1�, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIX ALL SHUTTER COMPONENT EWES WRj N IN COW ION REMN NUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT W(NO/RAIN INTRUSION CAULK ANO SEAL SHILITTER TFRAMS ALL AROUND FULL 3. BRIM 11100 INSTALLATION IS APPLICAIRLE, TO SINGLE- AND DOUBLE HUNG STU WINDOWS WHEN IWALLATION fS REQUIRED ro BE LENG11w PERFORMED FROM THE INSIDE Or STRUCTUREE ", STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWRIC PLUS ANY BUILDING AND ZONNII 4. SERIES 2DOO INSTALLATION IS APPLICABLE TC SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDM WHEN REGULATIONS PROVIDED BY THE JURISOCTON WHM POW IS APPLIED To, INSTALLATION IS ROGUILRED TO W PrEUCHIMED FROM THE INSIDE OF STRUCITURti, 14 AT" WINDOWS AND DOM, ING. E - 7 14ANG "M PANEL Sy$TEN- 15 ph pa 1w WOMOL 5- ALL ALUMINUM EXTRUSIONS TO BE 9063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15- (4) THIS PROWICT EVALUATION DOCUMENT (P1D) PREPARED BY THIS ENGINEER IS GENERIC AND DOM NOT PROVIDE 041FORMAMON FOR A SUE SPECIFIC PROJECT.- I... WHERE 114E SITE CONDITIONS DEVVITE FRGM THE P-E.D. S. ALL ALUMINUM SHEET MEIAL USED AT CLOSURES WLL HAVE 3105-HI4 ALLOY, (6) CONTIFIACTOR TO K RESPONSIBLE MR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING L)Ft SAM OF 7. ALL STEEL SHEET METAL PANDLS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-SS3 GRADE 50 Min�, CALVANIZED MEL THIS PROULICT BASED ON THIS PED. PROVIDED HE/Slit DOES NOT DEVIATE FROM THE COMMONS DETAILED ON DMGMTON WIFy- 58,5 ksi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 6 THE COWrOMWS RESPGNSSIUTy� 8 ALL SCREMIS TO FIE STA114LM STEEL 304 OR �I& AISI SERIES OR COEIROSON RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED INVALID IF MODIFIED, W018 W/ 50 Kai ITELD STRENGTH AND 90 IIIII TENSILE STRENGTH & SMUL COMPLY W/ FLORIDA BUILDR46; CODE SECTION 241 tz.3.4 (d) SETIE SPECIFIC PROJECTS SHALL BE PREPARED Ely A FLORIDA REGISTIERM ENGINEER OR ARCHITECT WHICH WCLL 0, BOLTS TO BE ASTM A-307 GALVANIZED SFM OR AM 304 SERIES STAINLESS STEEL. WITH 36 iou MINIMUM YnO, STRENIGN, BECOME THE ENGINEER OF RECORD tIEO.k) FOR INC PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROP USE OF THE P.E.O. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO T14E P.E.D. ENGINEER, SHALL M ANCHORS TO WALL SK-11 BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW fA) I _ (4) Ilia P-Lb� SHALL BEAR THE DATE AND GROWN. SEAL AND SICNATURE OF THE PROFESSIONAL ENGINEER or - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY JTW, BOLM, INC. (MIN, f*3112 ,,j.j.) RECORD THAT PREPARED IT - 1/4' 0 9 7/8' CAUC-01 ANCHORS, AS MANUFACTURED BY IDEWALT INC. (MIN, f'3000 O-I,) - 014-10 PANEJA%TC FEMALE ID * PANELAVITE PLUS ANCHORS. AS MANUFACTURED W EL40 CDNstRUK;MN PRODUCTS, M STORM PANEL MANUFACtUREWS LAM SHALL DE LOCATED ON A W.WLY V51OLE LOCATON AT STORM PANEL W ACCORDANCE Wall SECTION 1709.9,3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED, FOR EVERY OPENRIC, (C-3350 P.J.) LASELING TO COMPLY WITH SECTION 1709.9.2 OF THE KMiDA BUILDING COM PLI) MINIMUM EMBEDMENT OF TAPCO ANCHORS IWO POURED CONCRETE SHALL RE I 31,V AND 2' FOR PAHEILMATIE FEMALE 0 & PANELMATC PLUS, A2) MINIMUM EMBEDMENT OF 11/4-0 X 7/a' CAUX-IN ANCHORS ViALL BE IS 71r INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHOLL SE PERMITTED, 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(IiNQUILO ANY FINISH MATERIAL EXIST) To ENGAGE V4- INTO ANCHDRS� "01141101111", ok A T4k '!'& - A�3) IN CASE "I PIKIECAST STONIE PRECAST CONCRETE PANEU, OR PAVERS Or, FOUND 0-4 THE E30SRNO WALL ..... Pi - OR A, " FLOOR, ANCHORS SHALL BE LONG ENOUGH TO RM14 THE MAIN STPUCTURIE OEM I't SHALL � \6 IND SUCH PANELS. ANCHM '-e OS -.1 A%CENj BE AS MIENIINED IN A.I) AND IN &2)� , � .. .. I : No. 44167 1. it z '. (a) 1Q_aJ;vAks2x2fx�_1 = *: E = : * ,,* = . . ;t - 1/4- A TAMON ANCHORS AS MANUFACTURED BY IJ,W. ROM". INC. - - - - . z FLORIDA BUILDING CODE (High Velocity Hu cam zono)l . -01/-- 0 X T/Ir CAUK-114 ANCHORS, AS MANUFACTURED BY DEWALT INC (fm-1500 Ip.,14) ,� " -, - 1XIM TIOI . M F.P. - 1 4-1 0 PANEUMATE MIALt 0 AND PAUMMATE PLUS ANCHORS, AS MANUFACTURED, BY ELCO CONSTRUCTION � - .I%- .1l, .. 20 OAGE GALVANIZED STEEL 57ORM PANEL ORA*. 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I I 7-Atr --- 1, 11 . � 26) � M 942I` 251 �� I 1-_-_-_------6 jj4--11--_ � I I , 1/2- -1 t/2 ' I -7 S41 POAV � \ I _1�_j - 1,W_ 3�D__ . ? ! _T � ,� -, � r--j- ��_,,�Oo_ I � R . � �_ =0 M�-V -1 � � ! - .. I', N" � . z I 1 1 s W91 .., � � ',',I , ) I - -1 I , I i � � 1� � .075' 1 2.5DO' Q75' i j I � I I �� I �: I ", ----- 11 -1 -=_ t. J . . ,� I I 1, . I - -,I", I r , 1 Z244- [ � . � I 1; � � I -7 �' , I I 1 7� O&WAL I A 11 : - 1.350" 1 , K ,a � I i ___ I I , , I il! I 1 1 I - ,I T11 it , 'I 11, -]I I I � � ��, 'I i I -7 * , INUAII � "2PWL. I I " a) , D � MIN. THICK i�_,,,� . . I T 17, I I I 1 1 � , I 1,1 I � ,,, 1111111 11', I 2, t 9 4 14 � IT p MR MaLe a) 2.6sr _ __ 3.5PO' 1 1 1 � I I I 2-1100' I- r- -1-1 .- - 'L, - __ (I ".10 I ,�, - - -_ lK - A� I . C&VANIOED SIM 5a - ; Ylb 1 2.,.'w � PANEL, I ... 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BELOW "_ - I sa"A"w" I I .7.1.116 [ , 1 MI mn I 0- " - , . - I]�ilf, -_ � I, � VIM"i, , �_ I INt6n.. - SM"101- i I'M , I L amm I H - ,n-_-_Sq!�.�e_ -- f�_ - - I I ,I- - TD 04AIM. I 1. i - W, SEP400104- I III GLASS. I - ff 1 1 1 ou� w CW)VOI13.0 W/ HEMMED CODE. - , "I I Mw - - - xr6w�zww I WWII AW 0- �,� ,,, 1 ,750' - _w1wUfT* _E%�__,_w=SM" ; - I 11r; I I I _. i I:,;, � " ::"�,�,� i 7 1 0 i_iS - "101, I I "s Ok SKM 26 DOM OM,AP I odow I 10 GUIM. ..,c 44 I ,_M. 1_��__l �._- 0) OR CA) W/ on W/O(D. (2) S" V_ I - L,w Pats TO BE WSTAU.0 AT FACH I, I I I EVERY *~ I I """" I .813*?,- I W&CIL-11r, , I 91 U) - . , - . . LAST ; S' WSTALUXI At CA411 I opm� LPANOYS' - _ __ I I � RINEI rSHA ITE 4 i I t I - I - - < I I L__ � ,.RIES 2MO KANIQUE TO ,*, t Z-OLAW I rMCAL ELEVATION EQ8 SE I .. � 7RjF I fa� I i � I --- 0 I il ; � __ - - ,I . 1, - P _11._4 '_1 i UPICAL ELMM EQR I ��W!PALUED FROM 'IS; i i i i ; -- -�,-- - �', . B� - __ .125' il!: E-Z HMG 9' I I I I � I I H __ I �, - - I , � - r___1 _- _` i� I SIALL VW - 1* 0 I I , -_ ----I- - 11 I - 3, � - L -.- I � __I -- - ;, j I I'-,-. -,-, . Q� .M. r I I I i I 0 "__ I rl/*' M., [114' �. ; 11 I . I � 1; ;� I ' I _P I -I w w IJ4. R_ GAP-JI;- i � It : i -3 � � 9 �0 I ; —A -, —Jr,- I , :� 1 i I 1 14, gf . i CD =3 � . I � � ! e , . " ; I OP - - - 17_1_21�71 1 1 I, P 2000 - 1 2.060* ':Z7-'K 7 S 7"77"Z /'O\-/ \-Z �4 / �:I, / '�_/ 1--., 11 I I .1 I I JI.L 1� ISOMEMIC YIEW QUAIL A I _/ __,�� \_/ \�,/ \-/I 1_)�Z_ --\-Z- :1 - - I i -I ji C -0 ROUNDED CORNER 2 ENDS OF PANEL'S � ! � v V-Oov - - @- 0 1 11 �_ 9 -- - ; _�, W : I I . ; t END UP W/ HEMMED EDGE I is---;, - It .. . I I _r_� I k S. I =IQN A- C'MR'DE I , . =../ (N.T.S) 1"'. == I _ 4-)�125� SECTIQN B (di-IM--ano. OPROII01 = , ,�;: �nk_ I 0 I I Rg7' I 3ME .$/3r - I' Mw : sME W - r � , L DI= I I I ==)T 25�_ � � It XWORL"Mo I . . . -_ L_ - .GQ.____j ) 4 (I)- OMMITION QE qMFS To= C - 2 HMO STORM PANEL SYSTEM CONSISTING OF PANEL l, It ........ I __;�;. � f". ... "r , 29= . �_, - - ---- - -----5' M------- -- NQTES TRAMS AT TOP & FANELMAXE PLUS OR 15' LONG I � , L - , 1-1 �� 11 i I � DEFINfTJON,OF,SEfflES 2000� E - 2 HAND SIORM PANIL SYSTEM CONSISTING OF PANU , �IV)l , M - I �'vi;E� - 7 I I- �_/,.�_._%`"- , � � I. i , I� . " a- (JrAT BOTTOM W/ PANE1MATM 4 1- '! . 7,� � , ,�� " , , - Owl. TRACKS Top & BOTTOM. .- ,--I- - - twom , j � "i M .aw.w ? I =-..r , ".OWIIE I 'le� '. E CONNECTED TO BOTTOM TRACK OTHERWISE A STOP W PANELS , i OKE L S�� ' " �EqWN) TO EXIS11MOIRI& A14 By Ms OF i w w f/4'A-1v.* Do ED � 11 USE WE var NTL I I SHALL BE PROVIDED AT TOP OF SUCH PANELS- SHALL BE 1�4 7/T =0 "Mr - a am i;Htv, .Mv ..., W THU Cy 3 , L — "I �aR" ., I X �, , (D "j, 11=9 6061-146 Mum. ALLOY _Xr &WAYS 13 / TALL C�T AS I � § r (�) PANE�4tAMR samax.) ALWL-As= (')� r ALWAYS at CON EfOrrom , WMIE (�) 27 W ,00 PANELS SHALL E,&= Or-, USED 0 ...=.-/ - 0 (3) 1, WIUG NUT !V74D . ,;Hixr ") , DOE c'. 00=04 6 -, r- I 25' (3). SHALL CONSIST OF DESCRIVEN "N/R7(i-)--'AEL1W-f/�' 20 .F A&LM0.119M MOUbMNQ INSt w � ,a) a) fl min. THUMBISCSIEW � Agav-PST01-1-10 EITHER OF TWO (3). FOR CASES WHEN IND PANELS ARE USE JOINTLY % J�4 �O7A& AT WAU. MOUN11NO INV� r M BUT, END PANELS ARE NOT CONNECTED 1. T . L 0 . EXTERIOR FLAT FLANGES OF END PANEL So ALL I STOP BAR =?,`!._1?` ELOOR TO CEILING ING INSL BUILD-00 INST, " MI I K MT NT!& PROVIDED AT TOP OF SUCH PANELS, w%,!. __r_."k SECTION 3' (4), IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM =(I It, AXOP (4)� FOR INSTALLATIONS *MIEN EM PANELS AND SOME =11 0 "'.. �_j IMM-1, SCALE 3/8.41 SCALE 1/8.1* . UMMMERM FIX '� BOTTOM PANEL LOCATION. W/ TWO W SWWN ON D"ATION AND /�2- . w T "' *3 'E1011011060, � , ��":.t..N M - PT i =j 0! %N I � �; EE SECTION V, 3' & 4' ON S14EEI 24. SEE ANCHOR SCHEDULE ON SHEET 25� ,.�j �Tg OISTANM INTERIOR M'r 4 I ":. , (15) a ED S�= II/ v I E FEi"LOR ",p`i; 79V TO BE "r, By my , , .- U , , T /1;` W--`��CE1%;%.!OX 'T.:L INSTALLED I E j'%!I� '9 . .. h S" THAT ADJACENT PAN" 1. LEFT A, RIGHT SIDE OF ERICIR PANEL) AAVE I --- ' \.\G Ne .� I . .0 FEIT , "4" , * i __ , o5a" (Typ.) �� , is ONLY io 8 am M. "'JiIIIHIN40r, .- 1-:0. :1M.MIERSVER4MIMANEY - w pa"KXINAS --- I f�? N,O " LU I- pff= 'IT I= TWO PANELS SHALL BE CON MOUNTED TO EXISTING SILL L IOU co , � lim" USING S , ON 3 ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY BE C&.%rwTT.P.AA,TACKWG GOTTOM TRACK TO WALL I 9 TO TRACK L%Y OCCUR AT �N UMNELWFOUNG � - - _t qnwa.t , a I Al� . ,, .. t = . . ,41�1111.i �Jl(.Z�P,, 8 M-Tofa) "I * .. ,�'% THEIR OVERLAPS RETAINED By * . , I., , , i I i s , I- .." 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S SCALE, 11r - I' VIEW V� -4i z . 0,:.. ,� 4M SX 5 .0EXT - - ", 1, - 4oz�> am s1k sl EIRM I , - - ___ _� _____ _� 0 INA 0 . 6 t -,/- --, - il � 10 ..,W:---- M", w.n F,,�. I - I __ - I, -, -------\ T STOP Im .. 4;541_____L_�__7 1— (2) 3*X3'(MgXj AWM, ANGLE - �P, �,_ /TIL ECO... Z:� M�IE P��q,,�j� � ill LONG 11101 I. / " ife, IRLUT Movie, & ION W-41, "RT , ,9 � II, _ 0`01C, IN, XRI1. TOO, * 9"Mu.0 y W14= 43, 20-176 < MH - (w �, - � MOM, ( -;� OA I 1. I I == 91=_.W P"Oft- 20-176 _eA !0;6*w It PHOKD (SM)f�750, W- T1E4)jeE8M . ej ` ... * "o / t2b*)SN-7601 01*00598711`7 MIWC�._ - .pM Fft'feloysel-s"? -T5 Alum. ALLOY B If; ow A� ., / *_ I Ow . — ORNIHNIR6, -Zi — - WoItitp A 'I PX, VAL/WRATURE/WE "Dwo - I- P11 sm"90WIVRE/Der QoI_eealpIq -211-1:76 ., W SwIl-Im"TURLAMM - .-Ww, o". . -A II00- 11-1-.! !e�_ _j 60153 I/ - . f � i - � " 2 "; - I - "U"'O "' . ,;I PS- -111" F0_9 ! �_ "r, :_� - P1111111' ! — P I _ � -_ � In - , . . — =1 - -1 I , I - I - I � . . OF .1 . '1�1'11'1'181-110111. -,:,., , I . I . - SHOD 23 ort "I= Ar i ;: 1 = ze,El-wa - - -_ AM14" I __ - mm - � I __ - 0- SHEET NO. IS H 1 .2. - — - — , — — — - - 11 I I � : . - — -_ — — — — F-1 � F] A F —�� —1 I T, - — I i I F , I ___ _-Ti -I---TwF --i.fwF� T�-r-vT, �, , � : ....;� ';"' - _' 1 . - : 1. ; .' � . .�" . � - .1 11 . ; . . .: . I .1 - .� . . . I I I ' I . :i *'izill z �7.NI111tff(T'xA .1 A 111111m . : ; - -wl,F4m pa-i-.w-ix;ii*�-ml-l-,-.YA,it�.l.n4=F41,.F�lzim,it.1;4,mi;.1,141atow-vo-10411 �/-�l.x-"Ztkox".*;Izlq VAXIMUM AILD cutWE "�'-� =. -,,,I'm - PANEL APPLICABLE to To QLASS CONDITION SECTIONS .".a. -7bz 70' OR LESS 2 9,?ir BOLIED - . "I U. Ilk ? & 31W �61,0. -73.3 70' OR UM 2 7,1' SMIED . 4� k 4'W " - & WtNUA.l At OVERLAP & � OF PANEL LEYM" � =UnArF" 4=40F 'PMEL mlr.,#:illtfjlw.",=')*-ilt3,,m4,i*-i-itl;i4g:"ii"r�xr.Txnw.lj.jt.i.,:;,i*-I;i.1,1-11,1�n'.TJ'.4l'itI - � 066&W.Toq U Iltwl-i. I A ,III 141 191 :11111i I �11 V111 FA I 1.I,'j:0 I' , I (.]W*? 0,`,,'C� 31 I W'Agj*j�'� t.j: I 4 I 4§: 1 llk�bj' ,%_-I I � l. .!I,N.�m.z§!Rp,lvll-mm,:,.�.�.i.,....;,,.,.�AA.AVZI IV`W. PRESSURE RATING (PAJI) MAX" MCRORS SPACING FOR E_ M - .1 1/2' - APPUCAME TO SECTIONS I a, - -` IF TME14 mkxww PAM11 LENGTH 'L* (K) TAPOONS CALK-111 RANELMAn 0 1 cmwm 10 , - 70 wmccgam TO ODNOR M -7 I. ,,,I,-, In CONCRETE Ws TO CoNcam I' BLOW 12* �f 12" 7 141A � r7 - 12" N/A 12* N/A V & 2' (TOP) ". ". V _ 31 5. A- 1. 4' I ?OTMA) _ SA MOO 4 i2' 1. . 12' 5' '. '. 1. 1. S' _____ .... n6l"W)- �66.0' -75.3 N/A - N/A N/A N/A - N/A N/A 12 1/2' ti* 21 (BOTTOM) 70' OR LESS 7' N/A 6 1/2- 12' N/A 1 4 I /2' N/A 3. (TOP) 1 12' N/A 12* N/A I 9 1/2- N/A - T (somm) -1 12* N/A 12' N/A I !�- I N/A I .' (TOP) I 12* 1. Ir ill I , 2 - I )I- 1 I 4' (BOTTOM) I I * LIMITED TO MO p,.(. &S.D. BE" PRESSURE RATING A SEE SHUT 26 FOR ANCHORS TYPE A: SPACM FOR INSTALLATIONS INTO WOOD FRAME VALOW MINIMUM ANCPMR SPACILLM AND MINIMUM EDGE DISTANCE AM INDICATED ON THIS S0,BOUU% FOR LD. LESS THAN INDICKTIED ON SCHEDULE REDUCE ANCHOR VACM By MULIftVING SPACING SNOW11 ON SICIAO)ULE BY THE FOLLOWING FACTORS FOR INS OPERXFON TO BE POSSIBLE. REDUCED SPACING OBTAINED USM FACTOR WWA 001 BE LESS THAN 4"" SPAMW INCKATED FOR EACH MOW TYPE AT LEDOLL, _4!= _1114�s 1 � �4. 1/4-. 44CHN TIM TAPOW __j,F4I'!_ _ ramlE m ___L _ P'sumn PU,L5 O`Ul� - ANDKA VACHII 0.3 3 3 3 2 4A _W� 'C� ON) 3 � 3 44 1- ia - 3 i/2 3'p . - I . Amx to ps mom , Im" 1 1/2' . - I I . . _m 5Q__; m 63 - I Fit 1_0 + REQUIRES M-, DISTANCE BETWEEN BOTTOM OF PANEL AND (g) To BE,. 1/2' I/2* V MD., ++ REQUIRES M DISTANCE BETWEEN WTMM OF PANEL M40 (D To MI 3/10' kT,11.1-1- I LAR. LIFE �5AFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2=1.) -I---- _____ - -15A2S' (TOTAL WIfflH)-- - ----------- --2.107'--- 1 1 .-----I- _____ 12.500' (EFFECTIVE WUrH)- ----- --- -- -- - --- 'L I m _1 ---A-- ! I - 11TY I _7W I S4"#1W/4' _ Z_ MW 101VIED - i 1 -1 _3�0' - ------ �S 1/4' (IYPj-- 4 I � I ? I "; ; F 1 - izio-- f-1.350*- " "�Saa. 250" I .188, . - -iw I , , -To MQLE 0 6 I^' .37 - '126, - - -, ; / OR 0 12 I1r da !� li - Ia- ,r (MAY BE REVERSED) .5co.", - �/ .t i � -1 - _'\� .250'.oL, ?' ; t i HIEWE� . � I I � I ---- I— , � I--- I I � �- '- I 1m, t �VAMZED STEEL I I � . � j . � f ' _________"1 - - - --I OWF___1 I � 1. �660 � I f I ' L""* 1. Do, --j k I Eau ; ASTM A01513 'YP1 MRADE 00 M"WM C-50 OALV. / , 21, 'OB4- I HEM . .26C. � � EDGE - � � 2.1.2y - - . t � r - I _j -_ 1__'."O-__j � ii-s�-' MAIL A 4U r, ---------- I I ----------- L -i� s. � - frm.) I ... 35W (D SMRM PAN 1 L._ OCTUL A - ___ --- i- 2,GW*- _ttl PANELS SHALL BE tNSTAUAED ALWAYS FROM LEFT TO FIGHT W/ 1/2- LEG AT ENO At LEFT WIDE OF PANEL -- Z387 (�) mmAm (�) ,r- TmK (�) AN= ,wrm sup �'' - "- PANIft'S END LIP' I __-.4. 1 , 7_pM EWE 0,024- (Mi..) STEEL ,.I- - jr/ PiNvii-imi" �'� , - ,,,,-' -A"It Z *0.05* , = '37e, '27 I I PANEL I - - " �_ g , 1 11 .1 I I'll - ___z5QI1__'___ -_� - , I - I '� HEMM �' 133'i 01727T:j ___ ____ - ' I I -,Do _. .-S I I 'T'� , � , __ T � ' !0,625 , ;--.--. - 1. " '77,- 00 270"' I- I '; � - 011, Li ,;. 0.250TO I- I � _ 21250' 1. , ,.-,, - � I I - I I - .1 -9 OR (90 f - I -3- ISOMETRIC VIEW QEj&jLA -1fr- I ROUNOM CORNER 0 ENDS OF PANEL'S �Ti"�z _ii�_ , 3 Tfcv,,-��V- �' &� N --.-, -� � �j �_ 2,379, -- END UP' W/ HEMMED EDGE. � (N,T.S) f - MIm Xm* i - - -_ "_6vo, ,375* I L.__.'._ -Im' _ 125' 1 i 3.750 ,072* I I 2.56.w I '_' I 1 i L �0911 ;'* -a. + - L TYP') I t 1-14 i (�)"KEY �IOU NAMER 105-14154 ALUM. ALLOY BOTTOM , OF PANEL (�) [a AUAILI -.750'- I I - _ �- I � : i : 2,124- 1 - - -.750 - . I -1 991 . I .$a SHUT 6 FOR AMMORA A r Umaxnews IF Ulm unlort� is I 11. I ONLY VALM FOR INSTAUATIONS INTO I ; : : L . I _______J LL_ 4 q [ -- F, ' I I . (�) SLEEA 2 1/8 .2�0. � ms __1 � i I_ MAX. LNGTH : , � . -2.00D' --- 27' __ .i25* !' . 1 : - L-11 1 WOOD STRI)CIVRES, R. igtr-J I i 1750' A-- 2�548* -- � - - --- A25* 2,000" I *H" L--,--_0'- ."'.. L_ "U* ___ _____ - - (TYP.)j -,--I I I ; .750' I I '250*- (�) REI HELWER @) 14EADER - ,.. I i To I- I I CTYP ) I � g SLEEVE I" MAX, -t- MIN, 5' M..----- I t j -2.00-1 � - - j LOG-TH * @ ANQLE (B "z_umK @ ,Z4' _ ---- 3.000- 76 ALLOY , _W.� 06) : - "'AILHINItn"O' 11 , % A. T14�i' I'll __C'______`_1'_____. - 1 �' ,_ iS6 I., i I ,� '.'2Do- 114�1�� p . � '? (USE ONLY R E-Z RANG STORM PANEL L---7t-. /r.-�iii��_'..��N 1"' _ p- Z_j .0821 SYSTEM) 6063-TO ALLMI� ALLOY � -i r' I C- - 1-175, mt(."T�- . ; I- - - -- - - L " 1 FLORIDA BUILDING CODE (Man High Voloctly Hur one Zone)l f I ' z : No. 44187 .. Z _ "'S", 2. ' "I 1 "':S� mt"�.'- �1_ ' I � I - I _j , I � 123' i�. 1, ;' .oea' - � I - I � _m. I .--- , __' �- mpl I -IT I _ - '50 L , -'X' * !S-�5-. STATE OF - *� -MOTILMIL - z F.P. 24 GAGE GALVANIZED STEEL STORM PANEL ovs?" W, - _: f L-- - 2.000' , '_ '%, - SEE SECTIONS - - L _ _j, I_ 21. I .. ,250 . , MIN, '0 . , I)II, , . !�� , , IILIECO,..� GLOBAL TW 0127/atuo PRODUCTS, LLC. PROTECTION Om 41100 tx W STRUIT . DWtr, Fl. 2"I4 @ auim--puT *r- (R auu-oui "E* mmm @ & 4�� wamEo mu(;NuT "�r I""t, , � - - - 'CLAR) - -_ I`- � (".)W-7US. FAC, DIIKKWV� 2O_i75 __.�� Om"""' - TRACK ANGLE (ZAMAC 3 AULOY) I PIE sm/mowguwun - - - -_ -_ - no".41! - I- MOD 2 a. is 1 I i I T!E I I INSTALLAI10N DETAILS FQR REGULAR PANEL d) INTQ P9URED CON9RETE OR CONCRETE BLQCK STRUgJURES ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS -WE SCHEDULE ON' EXISTING POURED CONCRETE CSEE SCHEGIULE 04 - � EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BLOCK ___ I � , SHUTS 9 THROUGH lb�' OR CONCAM BLOCK I � REOURLED, 11 REGUR-01 IE LEG CONCRETE ANCHORS =ZnN ______f_ . &E.D , .� (SEE SCHEDULE QN-_ . SHEETS 9 THROUGH ; -02 vmmk'�mp I a-, ------- - - 1 I----- ___�-�'�n ;'n".. 11/4* 71), .0" OR - T/ .- MAX� CONCRETE ANCHORS a -'M: Ss " W/ MIT II-- ___f___ - - -1-1 Ox. I - -- 'I (SEE SCHEDULE ON _� 1 1 I I ______ _ I i i SHEETS 9 THROUGH 10) I- "'_ L'A" ; I - I I 11vz_ - I 11 1� �� I i SIT , V M.. I", i r0wo PANEL LENGTH � I ! , j i i "" f" I (SEE SCHEDULE MI-911 i -01 ; � � i SH a- ; ON i '_(D � M., SI " � I SEPARATION 01 FOR (ID I i I .- """LILZ � I � & SCHEM I TO GLASS. I L ___ __ - P. '� I r i isa I ,Is I � SCHEDULE " 94109 4 � I =. -F, - ".1n. -I'.10 ON SHE, [ I I __ - - v lLi... 77i-7. ..ULTEO ONASS - � "'�'-*.-'- ! I ON 94M 1) I I- I �;� SPACER 9 - - ' ' ' I I- � �____ J& =�� - _� -1, � 11-1 (mm"I"'Im. I PANEL LENGTH t A -0, - .1 � I , S �E 1111 - __'�_ (0, P,=." v M..� 4 _ -- _ - -11, � ; - --- 11 -_ _11111 I - I "I I . , it , - '__ _1 ___ I i (SEE SCHED LE , PANEL LE14TH i I /? , U)"PH DAN 7-C ;- - - wn� - If- �- -, -_ - _T- I ON SHUT U3) I I 1. - -- --- (SEE SCHEDULE D_Nk� I __ --I ti� I ON SH � MY 3) GLASS I I I v il T= . 1 _(i) 1; I MI&J, i . � i -1(sm I--- 1, SCHEDULE ; � _--pt- I 502 Av� I � . .. -1 11 I I ___Vj i I I I OF 't* or IV I -- ot I I a M�" �"�' /'N ; MAX_ I . � I I I i 50% . 4) - - I � I @ � -1 __ � SPACER . : �_L' - i Of 'L' " : 0 12 1/27 O.C. 1 -��' -, I EID - _____ --_ .- � LENGTH 1. I � I log. , MAX � z? . I-_ I � 1, L I i i I ; 11 I " I I -I j o : v [_... 1104A_ I : I I -I ___ � _1 - -,I i : z---) 1 4 � - - Q �-'&' 1=1 , - I t""' CONCRETE AMC � � � DUSTING; Poum A'T'�,'��'-�" ORS CONCRETE ANCHOOMS '�' I R'i"�- � '*� , (SEE SCHEDULE W - ____L__j' � - . '' j � _ , .I � H (SEE ____ _ 64 - - , � WALL OR SIM I -.-.- - .____... tdF � : -(2) 2 I /8' LDNG MAX AUIMPIUM iEFOWE - - I " �. � - I � 11"p, ' OF SHEETS 9 Tm,-".. 10) '6 � CONDITION) SPACERS 0 O.0 FOR �244' PVAUD ' ,' ��44 1� POURED CONCRETE EXIST04 POURED CONCR � I ALI, DESIGN AND ANEL I � � 1 Arc BLOCK '__ I LENGTHS MR SSW 31 I GOING OR CONCRETE BLOCK � . REDUIRED_ EOURIED� * I MALL, LONG ALUMINUM SPACERS 9 L (SEE =�' _, , U._____.: O,C. ON 1; 1/2- (SCE TABLE 01 SHEETS 9 THROUGH 10) SHUTS 9 & I OL) CEIUNG AND MOO! MOUNTING BUILD -OR NQUNTING WALL MOUMNQ ZDIRQjM MIZAMERS (i) OR SECTIION 5 SCALE 3/8-1" SCALE: 3/8.1- SCALE 3/s. I - 0"41IIIN"Noy" ";iyk A, T1Qki4!' , A� " Z.,..\*�*C',*t*,Y",T,.e.-*-,/$;"-"�, I . - FLORIDA BUILDING CODE (Non With Velocity Hur cone Zone). / _ . i: I : a. 44167 " z 02ato WROO. - 24 GAGE GALVANIZED STEEL STORM PANEL T.P. I I 11 I = - OWN ft . -_ =*- I * ----. . . NOIE FOR COMENNATiON OF SECTIONS: - I * : s 071W./go" E.D. - EDGE DISTANCE I -!�-.. STATE 0<, _E� GLOBAL PROTECTION PRODUCTS, LLC. uqc (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE _ ' .' �3 Z_ �___ �____ __� .405 Se. 51 11"I'011 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY m-awr I.- ELtFND r- MAE. FL 13314 �J��" 20-175 - j-'W�_'t __ 1. .� A- , PHONE, (104)109-7$44� W: 0154)09�71`7 INSTALLATION. . - i 't - - -1 - �___ - . . ____ CA-0009112 !!!.! I - . Moen ft flmotwa��w I WAL - - i i [ Ft= PILrT 1. �z , "m 6 OF '. r! . - U� 0 -, . IF", 1. I I I INSTALLATION DETAILS FOR SEHIES 20QQ & 1000 E-Z HANC.-SIOM PANEL(j) INTO EXISTINQ WOOD $jRUQT!jRES -1 - I I I- 1 ;/4'0 LAC Sam" a a' O'C' W/ I - �� __ - I/e, I,% 'CREWS . It, ILI:- W, 11 f - 1/2' M41 THREADED PENETRATION � '_ ;; ";�-�_ 1 - TO 000IIAG woo HMO " � � i �_ � � Z� rw otom &W I REQUIRED Ileo LAC WAS" 0 Ar O.C, W/ , -, 112- I- ITWADE0 TrIAXTION I __ '_� _m EXISING wow .W . " � , �' \ / .' � � � OC-1. 11--i- Sm.5, % , L i I /Y I FIAT OR ON EDGE 1 112, � THREADED PENETRATION - . . . - - . _-AF - - \ , #14.1 'USID' I , � , - 0A END Cro , � A � �,.' , , , ' " I . � � ' . , - - , vl.;.iI ".-'�-; % .. --oc-L .3. �' , " " " I / OF ' ' 0 IA 0 . F? , IWL(D X, Y , - - NUT D " 1. � I ' ' ' 0`1 s �, 5 -� , � -1 \ _�T p , , I I vs4ar ' " ' ' t\ ig �� i -, a 9 , / �'I/ \11,116 ' T-1--r-1-- "."a"' - IMJSS ,. �,A . \ 11 I " 1 I L � +4"* LAG SCREWS 0 a, ox, W/ � /Z- W�. THREADED PERORATION 11 I o-m #14.1- sxs. 0 - 0 EA. END OF 1 I , (SEE DETAIL 1/2A A, , I , � II� , / "F" M15. 1=3/37- , - I I �' EAWAO WOOD MADEA. , .. � . I I I . __LA MOW) � - v� MX OF A ("P-) I E OUAL 1/24 & I � I 1 VIS' A- POP , I 0 OF VIXT w5w,"03&6�� *§ 0'� 0 i7l i ClY,L 114.1, S.U.s a EA uma OF 4) IA I- , 11 i 5 r,,.U.,&- I 1 a An. -1 ... 11 j (SEE: OETAIL 1/24 & . I - I I _jqT_!A SELOwl I - - _T I . i - -----I It WEADER REOWNED _0 , - 2 0/14' mh'� L/.*W.'3/4* . SEPAIIAMN - 5 " 3w, " � . I I - - I , - ' 2 LIPS, � - SEPARATION - ��--; . to CLAM NO 2x.-�"' 9 . EVERY OVERLAP 9 � TO GIAM I S. v/ . I W770ir"W1 1. i EvEFT OVTRW � 7 15Y 1 t 9 � 12' O.0 I - - 2 7/a- .0. -WARATKIN-T � .11, '_ .@ I -1 __ -1 6 9 - I 4 - I I— I _-] I -_ I 2 9/16- LAM - SOMRATION - � ,/*-# 204/4- 1 M SCREV W/ ' ZZ"'" 9 TO OLAM 1 0v_2vW',L1 9 . !zu-.-/ k I 'i R I P - 10 CLAS191 I EVETTY OVERLAP I I # EVER, OVERI-V I - 1 v -1- 1--k-1 La r4 [ 9 p L �' I � ' 4 I _+ - ___ - - I If 1� I A ;11 �' 9 N " I . I ' p I - I ,. ill 11 § � 6 11 . i ! � ' - � . . 1 .; W I 4 I 'I . . . !! - - __1 __ " I � N ---I- t= _� -1 I, - 0 11 � . a- r-, I 1 _�_ - � � ,, I '_� I " _- fl"'-_L"-�-::�_ � �� - _�_ is., . 10.�IAIL � /p 'm Z5_ 2! WW/ / P9 �� I � . i " -1 I. '_ I . __rJ_____] - r � . � - I , � � , - 'I 11 _____' -1 NU, '2 w 1 I2, D-C, --\ I .�'r "_ 2'�'r M-) j ! � -I . , '�' ", , - - I I � �u 2 Q S. y - rm' '. , ' , , � I t/4-0 -ANE�TS FEMALE 10 ' � , , 6 I '__1 - �' - - __ __1 8 L . �� 2 j�% .. 11 -1, . T7/ AU/ .' pMtW - - �.A � - I - , - , -] I -- 3 - I , m.s. I �( NOTE IA SELM10 - - SCREWS 6* I pomomnome 12 1/2- Ox - �' � ____ - L, - 81 '4-II-20,21/1 - - ", � " W L % 71-3/n- "m t/410 LAC IF 0.4; W '4 MKIIINTH OF PWEAT SERIES 2DOO 0* _101' (2) 2*.,V 1 PLATT, REW I FILWOR ON EDGE I . � MS - 4' � 1.2543 -, 0 - SA o'�-'- MI - 'L. V� -ur"". I WALL _� 11 , __11 I - E ,A SELOW) � , ,;P6 "� � �F',Ijllr S-,-/ 118'./.12' � I , tow , .M.O&INC, INSTALWION 1 -�'4'* L,I- scftm 0 IF' III/ - .1 I 11 �"" _- uc.%. 4 WUR REOLARM � � � � - � �2 Mtl� 1/2- W. TH�RcAbm TOON '. � - I I� NRIADED . . OF ftULTE FLAT OR 09 EM IM&W . &Iqpl " _"Pm I l "n -11 - " � ". I , , !I � I k - - 01,1 2',,4* WOOD pixt kEQUrjD6 rt,tt 11, RAT'OkOh EDOC" ALTER E I-W SCALE 114-.11- .,. , - , , 1 � I � , , . I I I I F=R 19 I CEILING BUILD -OUT M rju Ima r mm 1. INSTALLATIONS. ARE my Wet FOIL BUILDINGS W" kSjD. VM LOADS -,a . _�� ' � 1113TAIAKIQ I ; .' 41" PUNTING .9 SCALE 11A�-I� UP .or"O' -75.3 p.t PANEL's UID"m UP TO -,a, , ""VITMOH10", a[ � - t h THA] '.T4tZ/,4Pk7SCALE 311W YL I Z FOR NEW WOOD FRAME CONSTFILCTION WOOD MEMBERS TO HE SOUTHERN PINE N., 7 SPECtFIC DEN&W OF 0,56 EOLOL .""Xi� 2 1 /4*- IV: ll �� ." !�vl' , .- .. ...... V� N 4 W/ OR I - - . � \CENS 7 'i;. w \�c � t I , s - I r FLORIDA BUILDING CODE (High Velocity Hu cone lon.01 SEE SPM TO " Or MOP r.RA AT TOP AS 'r , I "' = N1 44167 11 s *: .* :* z . . I - c2;cD `I,11,ra' M. PA, 20 GAGE GALVANIZED STEEL STORM PANEL m� W, WEL" � I', c7iE5F , ON IOOD OR 100 W&LAT" Trn ON em 29 AT OR JSW 'M OR 8"" PE Wmmv`D` - B -O" STAT Of iIr ' '�' -_ --- .. I 1.01". I '__ . CTION PRODUCTS, LLC. '""Ho" GLOBAL PROTE OM � IILIECOIMC� ""'O"I j MWAM-ME.- r z -fl, F� WpW � %k 31 .1141a - , MI. "INTIZICS CAN BE COMBIRW IN ANY CONDITION I - -'-� I & N It"10- It" ... - V4 A==9=0_1 P"WRI-1 "11-ow"!IM6. F NIM)".."Ir 20-176 , - DIM) - � am --oll WAY to SUM ANY ,AWALLATION. � $04 i/4' - V 4N - . "M : SHUTTEP TRACKS NOT 5.0" V LtARM .11 I., P - - *X C"W"19 A 'M�jm t�-_!�L` a9mien ft aKR=RHE:xg� - - I - l - I - , � - ___ . I;pw 2. I ---------- .. I - "1114611 X-11, . �Ig. 'Imi..Iim.�- a iiiiiii. M, 'm'#j[' , , immm.l Mv#z I � -i'viiiiii,41. MAXIMUM PANEL LENGTH "L+" OR 'L-" (".) 0 MXK04UM A.S.D� DESIGN PRESSURE PATM cp..'O (+ - z CONCRETE & WOOD INSTALLATIONS t + I- , 2ao . --.L- '��'. 1.11-0* 2&0 - - " . - . 110.0 � t t'-#* ;� _'. mo 16�70' F.;--a' 40-0 70,-1, V.-4. 4111.9 9*-e* 8�91 5010 r-, m I r-4- $&a !'- 0�-O* P7_1 - 620 I -:� - . - - fto - - 7OO "_-.'__.n__1�.. 7,-$' ?,-a, ?so r-s- I iv-lo* BCD -r 61-7" - 8&0 __�� 7�0- -, ZF-5-1 ".a s'-0' 9'_21 1 9610 e'r 01-0, POMO 6'-S* FOLS.0 d*-j' ___ 1,1010 - rI -I.. I ! 11916 - - sib" � END WITH TRAGn - - 2R D.M.,(�)'(�)' MAXIMUM PANEL LENGTH @). @ ., (1, 'L+" OR "L-" (ft.) 0 I.- I - I MAXIMUM AI&O. DM04 PRESSURE RATING I04.0 (I ., -) I - I 1 CONCRETE & WOOD INSFALLATKINIS t L# - I - MO 14'-*' t31-01 ZAD 12'-Tol If'-7* MO I I *-a, lok-7 . .Mo - NI�701 0.-!:- 4&0 LL*-d' 40'_2* 46-0 --7--4- -7--r 5 a j - - --ai 7�-__r_ a - - - ___��_O_ Sao '_�L__K_ 8'-O* --!i--" ?*-5" fta 7�5- 7�2' - WID- --77--s IT,- I 750 71-21 - "21 sao ?.-D* 6-5. 1 19:10 7-01 - 67-371 X0 61-0* 6'-I* MO e-71 E1_101 100,42 0* J' V-7, fil-r 5'� 1 I - S._I - 4 ,-to . � 110,6 - - I - MINIMUM SEPARATION To CLAW SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED C T?O -P.h WIND SPEW > 170 M�P�h (6') __ _� UNRESTZMEI) REFFRAIN�W UNRESTRAINED I RESITINNIED, so OR LESS . I . I I' 6' 6 1/4' �33TO so '� I I- 7 1/2- 7 1/2* __ >90 to 145 1. I . 7 1/2- 7 1/2- 1 �145 TO IW4 I. UIWIUIIU PAMrI I rNf.'TW fin't MR A (ZIM71,11 UOUNTIN12 CONDITION TOP BOTTOM .111 H WER LSIX1,51 STUD ANGLE .r TRACK Otow-'U" r TRACK ANNE C= I OUILD-Oul .r TRACK .=mm - I mm MOUNT 1. 1. W '. I So. 4 I i.S� STUD, ANOU ___7 3V 2� 12- '. '. 3 'r TRACK - 32' _ 42' r Bat � I so. (ij j:p:�,L,M:KAN`U` SO- 1 32' 32' 38- --I- _. W 56' , so, I 1 _ _� I So- I -v I- [ _6O.___ Z"a m * +2/4 _bL 3/4, 4/5, 5/5 & 6/5 IW/6, 2W/S. 3W/7 & 4W/7 41 MAX ANCHORS ILSEE SCHEDULE ON _____ -,.-----------. 3" MAX r I- MIN. -I __ ____ SHEETS O' 'a &11) - - j I I. M,N.7 F_ 4 a ; 1� '�_ a a I I -I- -1- -I- -]--I- r__r -1 --� -T-rT � ;' -i- T I ��' ESEMI I(ASPEPLACABLIO)NS AS 1-- [ - A i -1-1 1 - - - . - (1) L+-, MAt L_: " in PROCEC GIVEN A I . i I " � 1 I A ( i I_ I I-- j I 0. - _,"l-Y, ",", k� . . . . . . - ' ` I - __ -, - ' "� _____ I— ____ _vx _� -I ; . L " , ", � "� : V, I ___ - __ __ -i I I � _'11" � 4 , I - 'I I � � ,___ � ,I" _ ____ _ 1 - I !11 _4 - - -1 e _ ; I- - - SOLIED PANELS IN,, 60-irt�VERLAP I I .. , , LL 'L --' -Ks. M.S. Bat W/ I,, I I '. , (SEE SECTIONS AS APPUCABLE) 1 M � I , '. � -1 , I � A � 9 v 1. f ' � - � I - I �It A I --I I - Ll I I , - . L � 1, W I" I a " )/,,,,'I - I - 1 - I _" I I I 1 i 4 I i i ' i i � I "I . - , - - i L I L-�-- I - �-� - � I � - -_ j - - - 0 - - I I 141 - 1'. -' L_ _�j I L____-_,� J. MAX Z/4 1/4. 3/4, 4/5, 5/5 & 6/5 ' " L*IW/6. 2W/6, 3W/7 III AW/7 - __AMt"QFS (SEE $"EDULE ON $HUTS 9. To &1j)- - ------ __' REGULAS STQRM ') ELEVATION L PANEL(I ,/r M., CAP 2,IW7* WTIS� -,,- 11-1 __ � L --- I—- ,I ��j M-7111111.711 Lmi.,Uvf FOR A ONO PQWTWE "XI, OEM LOAD, A GIVEN NEGATIVE ASX, DEWOR LOAD. EL LENGTH: W;��IaC� FbR MW PANEL LENGTH FOR POROSITY 4UhUFLCATK)N ' �TAULARCNS INTO WOOD Aft UILLITED TO 1 95 PLLf MAX A.SA. DESIGN PRESSURE RATING ' R MAX. AS,D. OEM LOADS & MAX. PANM LENGTHS FOR r'. E ='0;I1s0pA`m'l - .. � I u t N, s!': ..' W k; � FLORIDA BUILDING CODE (Non High Velocity Hm cone Zo 44167 " i " om ftrmm W_ 1 24 G9X GALVANIZED STEEL STORM PANEL I'd., DRAWN 11,11 I; * : s .*r _�_ TE OF �� _�__��______" 11LIECO. �� GLOBAL PROTECTION PRODUCT% LLIC. 07/27/20m, Imm. '5;�- '110%.-, /yu-w �'� 40=21 SIRM 3"t' I NAME : M= 20-175 *0, .11. � ,.1 iWr0XL.______ -.I- 3 FNALE_ (SH)MIN-7,541 f� (91410INN-L"mr, - - , MV~ ft INSTALLATION QEIAILS, FQR REGULAR-PAWJ- D1 I 7 �r'' ��,"- - - I --- _____W'__'f -, -------"-I - - 77 1. - - � _6j,L I , � "� 17_ ' '� , I , � I I . � � . - 1, 1 ill SEPARA." - � ' i i1j. I I � . TO GLASS. - I I " I " � �''7t7�11i - I - -1 '�' t'SEE SCHEDULE I/, i � � -' ill " -;p.-Sn.-"-. ON - . �_ I N'$ t III : I " _0 I'M SHEET 3) '1�1 '� "" W 1 3 W , a" � I SHEET I 1) ." _� L� , ; I 00 I I , - - . It I I I . � 1� , I le 0�' � " '_v sk I, ' I A- '� - .1 - 11 �"__' .. � ,---,------- __ W Re Fee , I �1 . " Lam,,i 00 7-'r) v "I � 4.'. � � , � I I ' " , , � I � I - ' �1, I ' /) , __1 rw__Ii__ _____.__1 %, M_ I 1� , �' , , PANIOL LENGTH =� WOOD HIEAD�P I I � WOOD ANCHORS � __ � � % j I I - '-�_'�_ - I I (SEE SCHEDULE . REQUIRED , _T I I L-.---. �� ' ' il , i I (SEE SCHWUUE - -:. k ' i - __I_. ON U FOR "I 1/4 1 : SHEET _ 11 , ) , % "I � SHUT 11 � SPAM " - - '� C mr*1 in I I , /'. Mm /�� 11 - i ! - .11 � OF "L I �/ � I 1, 11 � "'T 0 _�TI r7l I -='- --(D Em" I !! ' I I ,,, . - - __ I '�� 'i � , 11 - __,___ _,___,___,___ I WOOD HEADER- 4 1� '. . , . � : � " v! - I : I '2- � - - , i- I I I ED f 7 �_ � � . 11 , I I REQUIRED .1 ,r � , . I I I 1�1'1 , fW \ I . __;� I � � � 4,L :: �E�) I � I I ; i '��; i -10 � _1 _" �i : .1� _� I � -_ �' , � � L -----J--- i �1�77 I - ! ! r . t '.. 4� ! I_ L I - I i " i I � !� � L@;- Mo- LONG &LMNUM SPACERS 0 12 1/2- . I I I. I � � � , 2 M TABLE 01 ON SHECt 11.) I 1 -i- w. __0 i , I I l . � I I 11 r 1 � � �H I SEE NOTE " BEUOW MR LIMITATIONS FOR 1 I 1. I I, I SEPARATION i v MAX I ! .. MO, I F '� � � � , , i 1 1/2- LOW, S-Er,oEs 70 CLASS ., I PANEL UENCIN LENGTH � , "', � 1� I !_ II I f � I (SEE SCHEDULE JSU SCHEDULE SCHEDULE I I (SEE i t - � 1 � , � � ON SHEET 3) _FANM MATE FEMALE 0 Oft PANEL LATE �� " t i , PLUS (Sm SCHEDULE ON stim, I I) I ON WIT 3) 1- __T_ ' . __ -I- I ix, SHEET 3) 1 � I III- - . :: s � 1 I I I : L I 11"�110 I L I � '�'- _� L I � , I mliI. ! i 11 I t L � I' ' ' _11 : m - � I �' I - I "� .1 11 I SEPARATION : V I uj " _W(-iB: I() i xwkG 11 EXMNG 1 2'.4' WOOD - - E - __I I GLASS I r.1-1 - - -- I � GLASS ------ I (SU '=.I.-- I � PLATE REQUIRED -1, 1;7 -10 I----- i r ON ;iiri 1) I � : MIDUUT mf "I - A ! .. ... 1 . '01RE0 . * 9 i . -- r- I ' ALH r------v-- I - , ul � SCALE 3/9=1' . ," 5' 1 i I - - G i I I- 1 I Sam � t rf*. I � I 0 12 1/2- tax� SEE IAB�'Ltl ON SHEET I I FOR MAX. PANEL LENGTHS & I ,� I DESIGN LOAM FOR INS INSTALLATION. I I OF 'L7 ED "i I -_ '� F'if r, � I I I MAX. I 0 1 ,t-- � , - _ ;mz*, "' = I I - - I I , ;l= L, I - - - I - - I 11, "�' r�'� a�7� Z, v - o.r t 1 - ___ - _____ 0 12 1/2 - �-'._' 4 - " � I L_ .1 -- - 1, - I � i T j � I ; E16.1 i;' �'� ; . - " I . I I i � L. , � i I ii, I �_' ____ t = I � ' I I - - WOOD ANCHORS ** NM. I , __ 0 � � _L__j '� ' ; 1 ' I �� STAGGERED W/ STUD III- - I 3 I-,-- ,--; L - , 1, � I SP*olR SA MAY BE I I or LORD F.' (___ I I d (SEE SCHEDULE ON I -I ��" ii - L, , ' jj , , I � P I "I I I � SHEET I 1) (1) INFINUATION IS IN= TO A ME STORM WILMOS WITH Ur-c' i '�" I I I .- - , i � � P ) � ; I '� MAX " A" NOINT CHS 19 A RESTRICTION FROM ANY 4 I*- I 2*X4* WOOD � - A. � . , . I ! i . PLATE RMIRE-D �1� I I i , ii� WOOD A14CHM , ' . , - . : I BUILDING HEIW CLANDITIV INWATED ON SHEET ii), L, I L - -_ - I* UK SUMATIM TO sAmis "xArm I'L, i 14_'_,:�_"' 2'.4- WOOD , I I , RrAgGERED wo, STUD I , - W ANCHORS OOM THAI ODIIPOMAIT IA "a WRE FEWIL ID OR I " - ., I I � I �fj --.L..j,, -,.,-r-.. �il _: PLATE REDURED 2PACED MAXIMUM AT 0 L/4' O,C� il 1 SCHEDULE ON ijj_ I J � '. IN (BE Effi:F-%xWI-;"r i .' - ; , 1,; SHUT I 1) v =E-=-"1z 12 fA' =� IPAC" ALLOWED ON 1, , , . SHOT, 0� ..' � : 1 ,!f! � i (1) MIAM DESIGN PRESSURE I . L I [j) - � , AT ANY OPOM 1, , 3 L , L - � �, 1� RAT* IS 4,10, -0 P.I. M WX 24 GMIE fta L04M IS 1.1101113a TO 0 i , - "I - =M0 A *MIRC" MON LARMER, FAWL LEMONS ALUM ON -1 _ ��.L_____� __ . 7v 1 SHEET` 11), (2) MAXAM STORM RAPID, LIDIM 6 WALL MOUNTING DIRECT MOUNT AUE AMMOKLM (4) LOW WACVR CgIF7�; #OAO?VML AN "Ma"IT ON I 4g Lo aL NA"Agutm"rA (3) 4m'mxgmmr'&'jy' WALE 3/8-1- VALID " '"T"MA"ON L 2 AM 3 Al DIVIDWILID) LtA n OKY ALTERNALTIVE 1W I f-IMMSIAWN'DAWFAMND THE 2020 (M WINN OP"Y7474LOILKAL I SCALE 3/9-1- (") IMSTALLATION! VAUG ONLY Poll WIND I 9LAIDING Com zm 1, 2 1 1 AIR A" I I '09'_OIL� 'OtHUNNIA, . " I ___ I i k ...- ...... I . V\r,E ", � NEM, . %. FLORIDA BUILDING CODE (Non Hilgh Velocity HU kone Zone). � , _ _ NQX FOR COME111IMN OF SIE09N : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.C. I : No. 44167 * j- mm rum M. F� - - '� a 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.s. I) AND PANEL I.ENG1HS *� a". * I ;- TOP & BOTTID MOUNTINGS CAN RE AS PER SCHEDULES ON SHEET 3 �EXCEPT FOR 1 . * - M "A ; � . - W/V/2m COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) % ST i 11NIECOtmic. I.I.C. WID _'1 ATE 0 ' ' L-, Ll GLOBAL PROTECTION PRODUCTS, INSTALLATION, .�A�ORIO - - � Sm. 5 STREET 1 2. FOR NEW WOOD FRAME ACONSIRLICTION: WOOD s", ��' I 40 12-v =;'Wr_- riKmE. A'" M.F FIL , Z. 20-175 MEVELERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC r "I - - . MOM, (MHUMM-7II45, fAIt,' (RIM)GOIL-1717 'S�SiiM -t'� - A - - DW#,ft - I DENSITY OF 0.55 OR EGUAL "I1'AMAjLAm'-r0'4_vk-�mm-_-!__ MI i MI i . 'I I I =in Npl� ' FES9 1, - I I mmu� a u, to j 1 - - . - I I MO& hi - - (C) �� I"S' M RmMFA!XM!'Sm.HO*l �u( PAALi��tI D2OTUMI*D9 (P LO.) +" BUN VERIFIED FOR COMPLIANCE IN ACCORDANCE �/4'#TAPCON �AZMS, AS �MANUFACrUR�E� USA. INC WITH THE 2M (70, EDIT)ONI Or THE FILDRIDA BUILDING ,'ODE_ THIS STORM PANEL WALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FIELDALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELOG CONSTIRUCI'LLIN PRODUCTS. VELOCITY HURRICANE ZONES (MIAMI-PADIE / SIMARD COUNFIES), - 1/4�0 LAC; SCREWS PER NM.S_ DESIGN WIND LOADS SHALL K UTMIN M AS PER SECTION L600 OF THE ABOVE MENTIONED COM_ FOR A BASIC WAS' - 7/16'0 . 51W WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY DO. SPEED AS REQUIRED BY THE $URISM!" WINAt STORM PAWL WILL BE INSTALLED, AND FOR A OREGATONAOtY PACTOO KO=O.M, USING ASCE F-iti AND SHALL NO EXCEED THE KWMUM ".D.) DESIGN PRESSURE RATINGS INDICATED ON SHUTS C 1) IANI UM THREADED PENETRATION INTO WOOD OF TAKON ANCHORS SHALL BE 1 1/2' AND ;!' FOR ELCO PANEUA41E PLUS 3. 9 THRU 12 A! 17, 18, AND PANUMALE FEMALE (D IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM OrrDIVINED PER ASCE 1-10 SHAU, BE FIRST REDUCED TO A-S.0- XWGN PRESSURE RATING BY MULTIPLYING THEM BY O�6 IN ORDER TO COMPARE THEW W/ MAX, (A15 0.) C2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2' no THREADED DESIGN PRCSSURE RAIINOS INDICATED ON SHEETS 1 9 THRU 1 2 & 17. 18 PIDIJETRATION INTO STUCCO SHALL, BE CONSIDERED AS PART OF THE REQUIRED THREADED PERETTUOTON IN ORDER TO VERIFY THAI ANCHORS ON THIS RED, AS TESTED WERE ,NOT OVER SORESSEO� A 32M INCREASE IN ALL� STRESS FOR WINO LOADS WAS = USED IN THEIR ANALLYSIS, FASTENERS SPACING TO WOOD HAS SUN DETE'9MINED IN C 3) MORMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INOIC4110 IN -NiS DRAWING ACCORDANCE WITH N.O.S. MI5 smAmA PANEL's ADEQUACY FOR twAct AND waND REWsTAxcE HAS BEEN VERIFIED iN ACCOROMcE WIN SECTION mg.1.2 OF CA) MINIMUM PENETRATION OF, WOOD RUSHING SHALL BE S/t' 114- 41-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE! MENTIONED CODE AS PER AMERICAN TEST LAB Of SOUTH FLORIDA REPORTS fORT4.01-01 AND #0219.02-09, AS SHOULD STUCCO EXIST, AND I' MIMWUM FOR WALLS WITH NO $ILI=. PER SSM 12-0 & ASU C =-02 $IANDARDS, MO AMERICAN TESTING LAS SOUTH FLMOA REPORT )1123,01- 1 0 AS PER TAS-201 AND TAS-203 PROTOCCtS. AND AS PER CALCULATIONS PERFORMIED IN ACCORDANCE W1 SECTION 11304 01 TkEL CE) IN CASE, THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STLJCCU (A Wow BOARDS BEE FOUND ON tHE CjDSTINQ FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE LORD ENOUGH TO REACH THE MAIN STRUCTURE BERK40 SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA). C2) A, C.4) Z AU_ ALUMINUM EXTRUSKYNS, TO BE SM-75 ALLOY AN* FEMPQR� (UNISM OTHERWISE Nom) SEE ,SHEET 2 (0) ANCHORS SHIILL, BE INSTALLED FOLLOWING ALL OF THE RECOMUDAMTIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 3, ALL ALUMINUM SHEET METAI USED AT CLOSURES SHALL HAVE 3105-Hl- ALLOY. II PANELS MAY ALSO BE tW,AUXD HORIZONTALLY FOLLOWING NSTAIATiON MINES SHOWN ON SECTION 1 T14ROUGA 6 fSHUTS 4 4. ALL STEEL SHEET METAL PANELS SHALL KAYE STRUCTLIRk QUALITY �51Ea. ASIM A-W CROC 80 MINULIM, C-00 GALVAN10 711R%GH 5) EXCEPT THAT HEADERS Q Ata SKALL NO lit USED. STEEL DESIG-MIION W/FY- 42.2 kIIt WIER ROLLED). 9. if SK61L BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO St STAINLESS STEEL 301t OR 318 MS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN AITACHED TO INSURE PROPER ANCHOAAGE� THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOM FRAME "LDINGS, 50618 W1 50 kxi HELD SIFENGTH AND 90 4Wt TENSILE STAIDIM AND SHALL COMPLY W/'FUORIDA BUILDNO CODE SW*N 2-11.3.3.4. 10 ACI4 REGULAR STORM PANEL WMI LENGTHS OVER 90� AS PIA SECTIONS I, 2, 4. 5. 6 MO ALTERNATIVES IW, 3W & #W ON SHEETS 4, 5, 6 & 7 RESPECTNELY.� SHALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND INSTRUCTING OWNER 04 T04AW TO 6, BOLTS TO RE ASTM A-207 GALVANIZED SlUi� OR AM .104 SERIES STAINLESS STEEL, WIN 36 LIN MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIOM OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS: I 1. THE INSTOILLATION CONTRACTOR IS to SEAL/CAUIX ALL SHUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS tIONTACT WITH THE BUILDING TO PREVENT WM/RAA INTRUSION W ��EAiANUFACtURU BY LIX OViLDEX. INC, (W-� f'3192 P-0 '�. STORM PANEL INSULLATICIN SHALL COMPLY WEN SPECS INDICATED IN NkS DRAWING PLUS ANY BUILDING AND 20NM RECULAIKINS - 1/4� 0 ,l 7/0� CALK -IN ANCHORS. AS MANUFACTURED By DEEWAO INC PROMDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TIT - 1/4'P � 3/4' SOUD-SET ANCHORS, AS DISTRIBUTED By AU, POINT SCREW, BOLT & SPECIALTY CO, i4z (o) THIS PRODUCT EVALUATION DOCUMENT jFAE-0.) PREPARED BY IRS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORILATION OAT, e-300o ".0 - 014-10 PAAELMATE PEMALE ID t OANCLUATE PLUS ANCHORS, AS MMUPACPARED BY CLCO CONStRUCTION PRODUCTS. FOR A WE SPECIFIC PROJECL i,*. WHERE THE SITE CONDITIONS DEVOTE FROM THE PIED, - 1/4-0 ZAMAC NAIUN ANCHORS, AS MANUFACTURED By DOWALI, INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCF14SE AND INSTALLATION INCLUDING LIFE SWM OF THIS PRODUCT 1) 8k%0 ON Nt- PE�O� PROVIDED HT/SHE DOES N07 DEVIATE FROM THE CONDITIONS WAILED ON THIS DOCUMENT. A MINIMUP EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3140; 2� TOP EUCO PANELMATE ANu CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBUTY 1 2/4" FOR. ZAMAC AINLIN ANCHOPS, (.) INS PRODUCT EVALUATION DOCUMENT WU BE CONSIDERED INVALID IF MODnM A.2) CXX-114 A, SOUD-SEI ANCHORS SHAIL BE EMBEDDED 7/8- INTO THE POURED CONCREM- NO EMIMMEN7 two STUCCO SKAILL BE PERMITTED- 1/4* 0-20 SCREWS USED SHAU W I 112' LONG MINIMUM SHOULD STUCCO EXIST, (d) SIM SPECIFIC PROJECTS SHALL BE PREPARED BY A FIORIOA REGISTERED ENGINEER OF ARCHITECT WMIC11 WILL BECOME THE AND I" MINIMUM FOR WALLS WITH NO STUCCO, Mo MAYBE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD� ENGINEER OF FECORD fE-O.R-) PICK THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 714E BUT WIN WNG 14UTS PROPER USE OF THE P�ED. ENGINEER OF RECORD, ACnNG AS A DaZOATED ENGINEER To THE P1�C_ ENGWESR, SHALL SUBMIT To THIS LATTER THE SYTE SPECIFIC DRNWWQS FOR REVIEW. A.3) IN CASE NAT PRECA!IT STONE_ PRECAST CONCRETE PARELS. PAVERS, STUCCO OR WOOD BOARDS BE POUND ON THE MSrNG WALL OR FLOOR. "WORS SHALL BE LONG DftGH TO REACH THE MAN STRUCTURE BEHIND SUCk PANELS (6) THIS P,E.D. SHALL VAR THE WE AND ORIGINAL SEAL AND SIGNAIURE OF THE PROFIESWOKAL ANCHORAGE SHALL BE AS MENTIONED IN M) AND IN U). ENGINEER OF RECORD THAT PREPARED IT (WI M_QWINQ�_ 14, SHUTTM MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MOLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA LIVAIDING CODE ONE: LABEL - 1/4- # TAPCON ANCHORS AS MANUFAG7TURED BY I I W WLDEX� INC. SHALL BE PLACED FOR EVERY OPETONC. LABELING TO COMPLY WIN SECTION 17092A O� THE - 1/4* 0 . 716 ' C"-IN ANCHORS, AS MANUFACTURED BY DEWALT, INC I'MR10A BUILDING CODE. - 1/4-0 x 3/4- SCUO-SET ANCHORS� AS DISTRIBUTED BY ALL POINT SCREW, SOLT * SPtMTY CC - ji�10 PANELMATE rDQj.E 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONE PRO 5RUCTION 5WMIIIIINJI, - IIV 0 ?uA1AC NAIUN ANCHORS, AS MANUFACTURED BY MVALT. INC 0 &_�Ii�j!!!._��4'40: .o ELI) MMMUM EMBEDMENT OF TAPCON ANCHORS, E:"rO FANEIAATCC AND ZAMAC MUN ANCHOR. INTO THE 0'4"*'\�CEN,5��N%:'-? BLOCK UNIT SHALL BE 1 114*, -Z .1 , FLORIDA BUILDING CODE (Non Nigh valoafty " cone Zone) ,. z �' �Im 1XIM, m r.l. BLOCK UNIT. No I& WM4414 67 - t 24 LIAGE GALVANIZED STEEL STORM PANEL - 9,2) CAL14-IN & SOUD-SET ANCHORS SKAU. BE EMBEDDED 7/8' WTO THE CONCRETE - . I DIKMI W. _to , STUCCO SHALL M PERMITTED. 1/4" -20 SCREWS USED SKALL BE I 'Ir LONG MINIMUM SHOULD V # EXIST, * <1 DIA71ILDKI AND I' MINIMUM FOR WALLS WITH NO STUCCO. S- k§ �z �� Z_� - f` GLOBAL PROTECTION PROOIJIM, I=. � .5'. TATE F -- OF, I 1 m .�7' __ - � _� 6.3) IN CASE NAT PRECAST WONE. OR PRECAST CONCRETE PANELS� STUCCO OR WOOD BOARD% BE FOUR -4 _ ___� RE BEHIND SUCH Of `A-AF'-vILI'1a- 20-175 EXISTING WALL ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAIN STRUCIU 1. OR I '.� - � - "W. 0 WL n, =1.0,H)"_," - ) _.. mr-':-sr' ANCHORACCE SHAUL BE AS MENTIONED IN ILI) AND IN B.2) � � - - - ' �'. DIAtec - , 'I -1 -11 Ax sm/s."ATURI/cATE 4 , I !--I 1 $14 ILL 1, ,HLO, , ",, = ri I z. 1 I INSIALW10 DEJAIL-5 FOR REGULAR EANEL (j) 08 - CQNCREIE DIM 51RUOTURES � F&nD CO _ __R�5111?1 POURED CONCRETE __VA& 1 . REM BLOCK CUQC�� CA Pl__' REOumm IMOU19m ve� CONCRETE ANCHORS , CONCRETE ANCHORS i _., ", - - 1, (SEE SGIHE-VAE ON " (SEE SC LZ ON EXISTING POURED __ 9 THROUGH TOO) SHUTS 9 r RGUG�K 10) �- OoKpm OR --(2 4) I I ,D � CONCRETE BLOCK . i __ - -4) 1/4��'- REQUIRED, I.W. �ct I �. - I-- ;lr 1/4- 1/4" MI /4 - I I I I A ---. �. I "I -X-,-- __ -_ � __ __ :� - _____.__ CONCRETE ANCHORS --- - -, I ---. 1 4 I I (SM SCHEDULE ON _ '�' I I ----- �� - I I SHEETS 9 THROUGH 10: EmP i i I ; I I � -.1.11 I � ''I I . I -.1 1- - I � Eof I ;�'K"' i I i MI 01 Im i EQj_ I - I 1 � 1 � �D � I I (a) _0 � I I . i 0 f I I i j L___� - 1 1/4-#-2kl' 0 4 � '/.'�2ft" i F- - - - IF, -0�- - I- 'IV I INA I i I SEPAPAMN 1 - -r.". 11 SEPARATION I , 1 - ro�m=� - __ � - TO GLASS, , I ow PDA P"No. �" � F_ To GLASS - =r=--n A - ' JWc;H 00 T_r i i - . - (SEE SCHEDULE .;m'c __ 1 - ; gjIjwo.j (SEE s6bOuLE _ ,L* u-, It I -_ I I '.. I � 1� ON SHUT 3) 1 PANEL LENGTH ON SHUT 3) I I Ma SCHEDULE �l " 1 ; %, m. jhllrt� SEPARATION -� I I ON SHEET 3) 4 PANEL LEN6TI4 -4 TO GLASS. � I PAN" IL�E.W` TH I � (SEE SCHEDULE CONCRETE ANCHORS I_-- __ 7, , " , -- - I (SEE SCHEDULE - - _106 _ � _ - - i rr ,SEE SCHEDULE I ____ _ '] tsm SCHEDULE ON - - �--*--- ON SHEET 3) 1 ON SHEET 3) ' ' � 1 _� 10 i 11 I �.�� __'__1 - -_ � SHEETS 9 THROUGH 1'�' � I I - I - , 1 56%. 1 � 1 -(Di 'L : � I OF LZA, =`�_" 1 I I - I" I MAX, I 5" , - 47 I - - " i OF 'V : i --Cl) I DOLIT - MAk ��<"'��'i� �"�-./'g"�-"' I "I ", � 1 * 'c. " � I I "' � I . I In. 1 � , __ ', I Elo� :::::. ! : : '_� : I I E.D. .,,r,f,. __' �t.1/12. - � E-0. '11 I 0, 3"�_ . 1 _25� I - , ", , : � - - 1 -1 I . '-'�"'t I " 0 , - - � 43� -' l, ` " ' -- I E_ 9=i;!PoP 1. I qr Oz.! (AS APPLICABLE) ' 1 I ; '� ' ,1 I � I i ,-*,I ; I __vN1* KUL CONCRETE BLOCK i CON ANCHO I , . . . . . . . . . . . . . I'll . � � : I - r."irl. I- 2 L, , SCH ORNEL� _______';��' @- -�. o- "'. - K2 ." . REQUIRED. i ( , . - ____j 'z .1r .c. I __ ' R�L - I- - __ --.L---.-- I 9 THROUGH 10) ". 1-00, � �;.. 1 _'CLTUOUTE: , mi - im�"` W/ ONLY WHEN SOW .. M7 CALK- I HORS I POURED CONCRETE �� , - LEG LOCATION I - - � , - - � - 11 ARE USED & WHEN ; ... . .. 9:T " 04 "CRETE BLOCK 1 PANELMATES ALIETWn OCINCIRMIL =D1 CTCWE REQUIRED, L _?jBCAI ARE USED. CONG=D_Nm� ANCHORS 1-/ R BLOC REQUIREM (SEE SCHWULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHUTS 9 THROWN 10) � LL M lulLn Qu opy NO WALL MON La NMI ,EC,T%,1,NF,11G' Mo 3/8.1. SCALE 3/a.i" SCALE 3/8-t* "'ItHROUN"'t ."" - 't?, A �Ikjl ot '..I .... �� N .11, �N .11: .' � . V� ` *-,'?S, jl'��, GEN FLORIDA BUILDING CODE (Non High Velpelty Hurricants Zone) � �' . f, ;' 9 ! 0.44167 ', it -m xwm � 2A GAGE GALVANIZED STEEL STORM PANEL Owm IN, * I S*� * I __ ' z . .*� ED, - EDGE DISTANCE = - __'_ STATE OF': <:4�e �1_ ECO#m GLOBAL PROTECTION PRODUCtS, LLC. ""r."Z' Z11:11-1 E Z. 1;�,% V --- - _co_: _\' 41M SX 51 STFLEEF - (SEE SCHEDULE ON & BOTTOM MOUNTINGS CAN BE - I-, 1-1 - W I " , C kULATIDN. ... �. Y." -iv.__"`A"""` 1_e t��" "I - � eAtoe. AV. o"P. FL. =14 20-175 SHEETS a & I 0) A IWED flN ANY WAY TO SUIT ANY , RID, ". "� I _�iril " A.0w. 0tw),mmg-Itt". nNF UnIH)"o-Am I - vz;;-,,- - - - motam %.� I - " - - ON, -1 am � =MUL 1 1 1 1 - =.. F. __ I . I INSTALLATION OETAILS FOR REGULAR PANEL d� INTO W0012 I I :77-�';-'�-' _� " i I � ALTERNATE LEG �'_ 'f "2"' 4'.8' IDISTING !OQ - :�,.", // ,, j� ; -�---7- -- r - �' --tocAm"I M.). - BEAM STRUCTO �� t -, � ,UA%: - ":,-" ,,,, " "'� - � � , F L .-, ADEQUACY OF EXISTING WOOD " � r,' - , _'_'__ W , 1. - -,_I- " BEAM TO BE CERTIFIED BY __;`� I 0 -i . -, _� 1 ' - - � @ ZU�40w'��'S;ionrm """ / , 1� .I,"-.--- ___ I I , / � INSTALLATION. "'� ,/ WODO ANCHORS ALTERNATE WOOD ANC4QK_ " I I ; - I, mi., - ,r L _?§U SCHEDULE ON (SEE SO4EDULE 14 - -I . I W.I* HEX 090" HUD �' 1; � i I � SORS, on , '. � - X " , I � � �EC , - _" - q.-no, -S " W/ NUT � I SHM7 I 1) I , �' :� z - I TIr � - i 0 LIT 1/r ... �11 "I i , L - I � V ,/-' .1 . � I.,., �_ 1!0 ./7 1/1. --, __ , __ ,m- -_ � I '� f _____.. I WAX - f m , -_ I I—- - ___ ___ -It 1�71 IL 'ZiRrua � I = I 1 - � I . A �' � � -- - i � *-'' , F I .,u- ' 1 . . , ) � � - I � I � WOOD ANCHORS I 1 % I I � 6N- ,I-I'll, I I I I MMEOULE: .� i 11 ; �' / 11 i II 1011h, 1 i , 4_1 � -01 BEPARATION __ (a) ; ,I- 7 I � i -1 GLAS"(SEY :4 i I I I ; 1111'%E� SCHEDULE I � � i m 5JPmRAT" TO GLASS. i k ION SHEET 3) A 1-1 .0 I - 11" �' �1 AT . SU SCHEDLU ON SHEET 3) I v limc , ��- yt,� - --- I F I i � �_. PANEL LENGTH I W=,* I . *L' VAX, t - ------- - ___ __ - __ �t- , -, I - - I --A.- - I I It -1 � - I- __ � - t =mg, czt� (SEE SCHEDULE .- I ----- - _____________i PA14EL LENGTH I, ON SHEET 3) 1 I . � (SEE SCHEDULE I - ---I I I - I I ON SHEET 3) ." +_ i I i L 1_1___ - - " ___ _.- I I � F___' - ______ ' ; i 1 I " It i - I I � �' 1 I , . 66X 1 __(j) a, I OF *V . i $W. 1 i __0 ! - I -'K � I I g � L � I � � I - 4)_ i I -1 I i ' ' I �11 _!______ ----I I '� I 0 12 1/2" OX, : I- � ______ 'A � I I I i-r � i "Of)NIOSHI _ 1; -I : � i � E L '� - I I - T " I FI,/- - i * Dc' I -, I ! i _t___ __j I-- I 13 � I I_1___.___, __�_ -� " � !�' � ! �' r - __ - --- --- --L ___ ___ j'XB` WOOD 2'W WOOD P" ' , , � WOOD ANCHORS , _1 __ -1 __ DECK REQUIRED - - - - - REQUIRED �'� i - _1'_'1___ WOOD ANCHORS :1 ___ -1 � I (SEE SCHEDULE ON ISU 5T11ECUU` _ � 3/4* -- __ -, SHEET lit ON __ � � SHUT ) ----.. � I - . - I L -- 2* Wn- __"'�. ,_ , , I "Altuln0jr BUILD -OUT MOUNTING I SCAM 3/5-1- ALTERNAIM-A '"11001h#% SCALE 3/8-1- , . N-o"N ;��i�� L . . - 4 '-."\�OEN'!�%rA /<�� I I - . - bK=v I .. -. it th0E_EQ&_qQMWNAMN a SE=NS: z .1 No. 44167 '-.. I FLORIDA BUILDING CODE (Non High Volloally Hur cone Zone) z: *' .W . I I - 1. INSTALLATION ARE ONLY VALID FOR MAX, XS.O, 2 . I TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.sl) AND PANEL LENGTHS i '� 1*1 wm InTmo, m 24 WE GALVANIZED SIM STORM PANEL kp� %A 1'. STATE OF ict, S ON%% W. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 S , . , - - - INSTALLATION- 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD , 0,� A ..'IL; 4t _____ ")"/v" � 1� " /T \ - , , - E;��i�' GLOBAL MMICTION PRODUCTS, LIC. � MEMBERS TO Br SOUTHERN PINE No Z W/ SPECIFIC .t,. OPE, N" 70/5*-�' - ___ ME C Om. '5�/ AILC, -* -m SOW DENSITY OF 0.55 OR EGUAL ,nuar vidnTIND D'ammeb" ftwAxy gutri,_57 .. -- - - -- I, - ml� - .. . ... '00 I , 20-i75 I P*--,% -'O"--'-' ANDMIL- ORH)VIN-750. F aI!H)61WFF1P? DRAWN` "', Ck-%M - - Px =K/sWAF,m/Wt " - I I - I I lw_izi .. , i I -20110117 . 's . I _1 _&-'I Q) (1) r- U) _0 -(u > (3) r- " 0 _0 L_ (1) a) L_ 0_ 0- = 0 0 L_ I = Cm Cu -I-- 0 -0 W -6- 0- (n - Q) -t- = Q) =3 _0 Co 0 -cu -0 U) _a = 0- Co = 0 _0 -+- CIO LL "_ C) - M > U) . - U) .- -0 (1) u) F- L_ (:L) _l`_j CIO 0 L_ CL .= �- cu -0 40 . C -"-, cf) C) < 0 4 z W mi Co "� �= r- = %_ s C_.' C7 C14 = >< _.; Lj_ CL- .!2 = - (oll CN -= 4m Ln C= CC _< C - zgc 3: CIO W L" :�E = . >. -= = m - -.4c C= . - 3: CC; CC co -= . = .. u a> 1= = I= -� �� = ;" =- -m E C) ".) - �_ - C/) " 0 -4--# _41"t-0 =3 U) a) C: m (m) m L. " :3 Lu 2E < = z < _j 0- -6-0 (1) a) = U) m > 0 L_ 0- 0- < -0-0 0 m 0 0 L_ CL a) a) CIO Cn - __ - ___ - -_ I - -T - -_ -_ I I __r1 IF, -I, fl, 1 1 1 ---I-- - - I I SHEET NO. SH 1.3 . 1. . I I V , ', T'.'1 I . - . t . . I . I : ' , ;. -'. '�_!�t . , -k .I I I �' 11 . _� I, ; . I I ,.. � . �'�' .. I - , - � . I ; `111'�� .'�',111P'� - � . . I A a A Q) I (1) = F I C/) -Cu (3) ` _(01) >0 -4S =3 L_ L_ = _0 I (D CL 0 OR JNaA (D CL 0 " LLATION IN POURED CONr,REJE, MAXIMUM A.S.D. DESIGN PREMURE RATING (pad.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE MAXIMUM A,S& DESIGN PRESSURE INQ (1a.m.f.) AND CQRRESPQNDING MAXIMUM ANGHQR 5EMING = CT3 -0 O_ . CONCREIE 81.90,0R. WOOD $TRU!PjURE% YAU R MOW. LIF E91LUGULM MEM PANEL G) INUALIKIONS INTO COMMAL-WHICREIE BLOM ST2991um MEDULE EN REgULM EQ& EANEL&MEAUAMNS INIQ JONCREIE A QQNCRM BLMK STRUDTURES .- a (D (D I (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) (VALID ONLY FOR PANEL 111) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) Q;F) 0 4_0 (/) -t:� I - __ I (D -0 0 . 11 WXIMUM ANCHORS SPACING FOR MIN Co. PER SCNEDU - MAXIMUM AKtK)RS SPACING FOR MIN F D. PER SCHEDULE * - ; - -0 -0 �'_ MAX. 45,91 LE Z T MAXIMUNI MAX. A.S.O. BELOW APPLIMMILE MAMUM * APPLICABLE ,l BEILOW . . TO SECTIONS MA"W ANCHORS SPACING FOR MIN F-Di PER SCHEDULE r MA)GMUNA ANCHORS SPACING FOR MIN ED� PER SCHEDULE APPLICABLE: 0 �__ '__4 1(iI a 16 OR r-99M ,ewvm , p , POESION PANEL DESOM . TO I PANELMAIE I PANEL MAIL, k&D, SELOW - TO �' I MM. A.S.D. -_ TO swrm = = L_ - = (1) I � 2'.4, WOW FRAME SOUD-SET PANN IE I PANEUMTE VUAC_NALUN I GALX_ LENGTH PRESSURE TMACON SOUD_SCT ZMAAC-NAILIN CALK -IN OESIoN PAP [)MGM IA=_i' I RESSURE INPOON FEMALE 0 PLUS MY IN . LY v RATING � . at NY lx�� I ---. CALK-4N p TAPODN I SCUO-SET PANELVATE PARRMATE NAILIN CALK-4N LE14M Arok " I I TO 70 To 70 "i v 4 - FEMALE 10 I PLUS I ZAMAC- , 401113- RATING PRESSURE FEMALE ID 0 EL = -2 -3: _;" IO OF THU 10 10 TO ill -L' (i) & 0 MAW . I : F. I "i".* -0 ,' �k � & 1. . LY � _J (P.V.f,) "Ka" CORO" ol,am coloxwe OF IT" (ft.) (Pls.f.) (z) PATING � COMBINATION1 I_- .. , - -- - cmiam =- OHMS ME commim 70 w ill TO To TO 10 'jE, "T"i To To "' ,,, THEN (it.) (P.f.) 10 - OF THEM __2 1/2 TAM . - sm . 4. - om" - fp'.J.) == = __ .da_ coam Olow comolow M."OffE commovol: -www'w aoicimal: . - '��*� ,,,, - I Min. 13. - Fr_ T-PUR-) 13, 13" ". Is, 13" Ir i2r 11 4/2' 1 M) - =___ - - - , I - A L.- .0 " - PoLiKiii cowCw co"mink- ". le Ir Ir Is- is- Ir Is- 1- __ � i SLOCA OR 2%4'WOOD FRAME : POURED 3 1/4'.. I a-1 13, I�r Ix ir 13, is- ir 1.3" 13* 13* 1 WrrOM) _7F_ ir is' 13' Is- 13' ir It 1/2' 1 (BOTTOM) it' 13, Ir _Ir _13�_ tr 3 I:r 12' Ir to' I (TOP) 13, r is, 10 IA' ly a 1/2' 13, I 6 I/Y 7 1/2* 4, 1/2" I r 14 1/2^ I (TOP) - CK3 0 - ,,_ m __L:__ _ REOU.0) mme-1119111%k A"DjOR 0 127 O.C.-, 2 1/2' I- 73� it* 13' Is- IV Ir Ts' Ty Ir 12, is* _7o� 7 _WwTom) Is. 6 lIr Is. Is" Ir SO 13' '. to' 7 1/2" Ir w I (Borrow) 3 Ann AAAAM '\ ls� 13" W 13* ly 13, 13" 13" l w r Ir ly . 13, Ir w -i-'�- - - ___ vu 0 > - 13, r 13, 10 I/V 137 a TIr 73* 6 lIr 1 1/2- 5 112- L IV- - 7�_ � I y it- 13" 13' 13' Is- 3 lir Is. r 9 Ile 10 1/2' 7 1 . ". p (w) ; - ) Ir Is' ir fall Ir IF .3 le ' Ir 9 (wnv4 ir 1 13, Is* 13, f2v 13, is, 1.3* is- --�3� '%,, 1, '_." tr 71 Ar Ir Ir 0 1/2' 1 1. - -0 E= (3) 0 (T - -_ . -, 13. -_ Ir 11, ly ---"7- -I, __s'_ __�_ - ' D .� I . * I y Is- 13 (TOP) 13, 13" is, Ir I!r Ir 11 1/2' 3 (TOP) - is r I I 3- IF I� " -_ - - Ir 9!�l L_ V_ ; I _,.01 I ir ly Ir Ir 13, Ir 137 13, 13, is" 61-r 51-V __73-- il" ly 13' 13" 3 (Too) 51-w is, 7. is" Is" ,3' 9 1/2' 13' 0 1/2' 10 1/2' 7 1/2" is^ g- 13 (TOP) 51-15" U) W - -11., CL ; L o 2 . 21. MS LEE: LOCATION - - � 12 1/2-12 112- 5 114- & 1/4- 12 1/2-112 1/2- - - ' I I/ 3 (9 -) OR - !2 1/2 _ - I 1/4" 6 1/4 3 (SIT-0 OR - ___ 6 4 12 1/2,12 1/�' a Ile 5 Ile 12 1/2* a I/v - - 6 I/e 6 ile[3 (Bomm) OR ___: - �� VARIES ',, I : - _T I'. 1. It. _1_1/f2+1 _C.�) - 5 71/2, E. r A tw) LESS - - - - - I I . " - ,, or ir . L2 ii�!! Ile 6 1/4� 12 i/2' 1Z 1/2' .1 1'r I/ (POTION) OR ' - - - 2 m r &b� . _ _2!�: j_ - ! - __i�_ - S 1/2' r . i� �: i,. - N__ a" S* I '. 0. �� Las UES$ '; 2 A55 1-14, 11 !E vj A-2 ku Ica- 'z' 93< L �nJl ALLW- ANGLE Oft 0. a. . - a, S* v i- _05-1/2 7- 7- r T I/F 3 9 t/2 I/2' 4 (Too) / Vol.. I - - 11' - . 5 - f a- I - 8 - 4 (flonam) a - . 1 4 (sorrom) - ____.; --- 1- L - LLL - r __�'= - - A:� 13, - --- - __;3;_ � - -i-37- - a - '. - "' to - ar - 4(SOTW - (WIIOW� - , I L_ nw,, METAL PLATE I - 1 3 ts, a. . = &5 < �i 101,01 3I&AWHE" pouiev mmulm, oow:Fmw . �__ -0 - r X 4' L - , I BLOM IN 2'W Koo FRAME I . Is* 13, --Ij i'z�m 137 13' 1 1 I1r 5 (TOP) 1#1 - - - � - !__ i I ' " I— I I C1 __4 -- I, I., , "I A % __ ' !:�i. �� __ - -I' // -.7", - I I � �__ I - 1111111C r"E"', � -1 �_,)_�Ao" , i " "/ I " �;� B Ell - s- -IT-- - - ___r___ _Tr__ _ii� --.;-. i- - - - - 5 " to- 7 1/2- is- i�- 5 cw) I I / - REOUREJ) ". - -_ 1_3�_ -i3:-- - . _'��:__ , , - L_ 3. 13Z "r '3; Ir 'a. 'r I I"r -7i;- -t I - r IE1�;_ Ir ly 13 13 IV " Z_ - - a � I 1" (A" - -5 -I -- � _Ocii�) ��_ 737- w1T0 1� tr ia 71;1�_ 3100 x 'w , '�_'�_ - 7EI 7, __ � - . .1 - [ " -_ -_ - _H . bg _L3L_ __L3- Is- 3: 13 Is- ! "I" - L(_ -,- _�,= ; - - __T�33 :�_ I �r_ -jr - __I 27- -----I _01- -_ Ir Ir ly 12r 9 I/2* 1 2r 9 172� FD -VIV 7 I/r is- Ir � m to, 1 2 112' � is' Ir _L - 3' ". 13" �k 5 ("I'mm) _aq2!q "Aw ANGLE - 13, 13" 1 - 5- __� - 7bp ____ 13' - --- - _1_S;;'_ -1-17- __5; - 13, Ir 'r Is" _12�_ _Ti��_ 12- ' - Ir la- 6 ctm) 13' a 1/2' is" 6 1/7' ir 6 i/2' 7 1/2' 5 1/2' is' 1 1/2- It tfolill 1 137 Is* ir W Sy is' i2r -iF- -13. I '1r -13�- -Ir 6 (w) 13, ly 13, W Ir 13 11 T/2'6 (TOP) I 1 1/4' - - 6 1/6' 6 114- 6 (9017.-) - ----- - - __ - _'_____ __ - - - - - - - - �El I _ - - �__ _7 l.. tl-_-t� - - - j M w .Ao' - - - 6 I/v � 6 1/4- - - 6 (itiort'. .46. -13 - - & Ile BI 61/4- It, o z - - - - - - a I'te _12i_ a 1/4- 0 /4� III 4, 6 tle - 4 114* a 1/4* a IBOTT.--ji I 2`1= - XL/ - i]E - -= -- -T-- r-'1' i-il. -*) .!.224 >+75. -76 - - - OR ; 6 Ile TO 7- -17 .: 11" 18 1/2- jr o 111" 2 1/2- 5 1 2 �+'A. -0 0 1/47 0 1/4' 6 1/4' 61,/4- - - .' , '_ " TO �l 4' 6 I ia - 1/1' - W41 -i . IV,. o7v + Is- 13, '161 6 i/r 7 1/2' 5 a - A 1/2' Ir 71 13" 7. 7 1/2,- 5 1/2 is- A Sol -65 Ir 5 1/2* I trop) TO '� Ir O.C. 31 OR GD63-TO AlLOY LESS - -2'-7- i w/lAcma C-1. All- mar Is- 9 1/2 ir 9 112 10 1/2 7 1/2 13" r I (001YOM) t-r -i- +75-75 137 7 1/7' ly Ir Is, lo' Ir To- IT' IS' 8 If2'[1 CW) +111i 13* v Tr 0 13' I1Z Is- Is- is- I lo' Ir to' It' Ir 13� 6 1/2- I MOTITOM) - I r - I '. ^ - I lzr S" Ir 10 1/21 is' 7' Is. I 71 1 - . 4 112- i-clip-J- k131 a, Is' 13, ir a 1/2. ly a I Ir '� I -/r -i -17F ir S lIr 2 pop) _!3- � I l/r Ir Is- jr 10 1/2- Is- 10 1/2-71 1/2' Ir 7' 11 (SM-TOM) ir 1 1/2" Ir - IS* is- a- is- v- To- , 1/1 I.l . . I.r Ir 13, is' I 137 9 1/2 Is- 9 1/2 10 1/2 7 1/2 is- jfi 1/1-12 (BOTTOM) ir 7 1/2* I .3, 13, ". To* Isr I ia" IT' jr -;.=3 -i I -Ir i _(ammm) I r -1 1/2-1 Ir I 1. -TF- --i��- -is- to* Is' " vr 2 (w) is* '. Ir - 12'_ zl'_ -.f-- - 9ASE A (ELA10 CASE 0 (PLAN) ir Ir I is 9 1/2 ir 9 1/2 TO T/2 7 1/2 '3- j6 I/v � ITOP) Is- 7 Ile Is- 13, 13* To' IS' III, I I 6" Ww,, W-v,r -,, - Is . 71 2 (BOTTOM) Is- r Ir Is" Ile I I/e l3l 9 I/v TO I/ell 1/2* 13, 6 1/2,12 (BOTTOM) SCALE 1/4'-I' SCALE 1/4,-I, SCAU 1/4--l- SCALE 1/4--l- -2-r- .-L- >!V-.B* 12'12 1/2' 13, ±21-Ar L�_W_) 15--o. I * is. . 1IL112 I 11 1/2 1 1/2' a- lj� 71 3 am) �51-e fl, ly I 31 i_1�2: I a, a I/2- io 1/21 7 'Ir I y 6- :3 (top) >v-s' - - is I/A-ja Ile 3 (Bamm) TO - - 12. i/r 12 1/2' 6 1/4' 6 Ile 12 1 - - 5 1/4- 6 1/4- 3 (WtW To _ _L_ L__ - - !a I/O - I - 6 i/4' 6 1/4" �j (BOT1104) /141 'I-- -6. ;�12 �1/2V i13/4' 8 1/4' 12 1/2* 6 1/4' _. - i"L/4 i -1/4 TjkF0_M) TO 1/v 0 1111' 6 1/4' 111 1 t - - 12 1/2'12 1/210 1 6 1/4" 2 IPI -i-I 7*'�� _A�_ 2_'?K 1*1 _ . . . ii _1/1 - - To, - 7' Ir B. . f'. I , . 3 Ile a, 4 . 4 1/2^ . - �77_2_ 3* a. - F_ '. 4' " 4- 4 1/2- 3 llr 6 1 �2� I- I - W-0, . -4-17PT _r WI,�F 7 -11i; 4 CTOP) 7'-5' - - - - q - 7ir - 4 (Boorrom) ji/2.- 31/2- w It' 4 1/2- S' 3 1/2- 7' r 4 (TOP) r Is !!2 ' 7' 3 lIr 81 4 " 5 I/ - or a - I _= - - - -1 - r - � a' _- _.!!:__1 . a' 5 1/2- 7 1/2" 1 7W 4 ( or - __K_ � � r - ", - 5 1/2 - 6 I/V 5 (wrmw) -_ _=' - +-n--+, I�r -.!*d Ir - I - '. - a, - '* `_ a " I-,- - 1. - A (BOTTOM'? SWD-SM OR CkX-N ,Lr - 7' is' Is, ir V -1/2- 1 0 1/2� 7 i/2- Is- (To") Is- 6 J1Z Is- __�_r_ Ir _7F_ 13, - (101", 11- . 2F - zw� I� 1. 2� 9. 13. - _= V Is* ±-,/-r - . _Ln- --L'-' 6'_ __Lr_ -� 5� 7 I /2 13, 1 13 1 I TO* w Ir 7' 15 (TOP) 7 _17 - - S (TOP) CA 1140 PANVAIATIE Is, I 7' 13' is* I I- .2 1/2-- 'a 1/2- . Fol 13, Ill 10" Ir To, it' a' Ir Is" Ir I Is- Is, 10 1�9W' , - . . - : -1- : Ir I ITS* I r 1 2. 1 . 9 1/2' 10 1/2*1 7 I/r - ' - = '-- ,-W' 11 -IS--T-r , -�r 76 ,/Z- Is- 7- - 77�-- 5 1/2" 6 OOP) __ l -----(S .= A` 1=1TE ;�X� . � Ir LIA� '! _1/K --i-Ir- I s. ; I r / . 3 1/2* 7 t;i �SI1rI__11f_+1 _11/1 _ - , 22e ::��IE!-_ ' "" _2�_ I " , . POURED COW _),a J9 J9 OR " --- :: - . F � - Ll- - ;i 6 1/2 v I GII 21.41 wool, : Sm OF OPEN24C Go _' ' - 16 114*18 IJ4' �15�/4 �11)T 45 1/4" 6 JWTT�-) FE - __L_ (A AS APPLICABLE A "'q: - r- - _�i_ _1�_.�;_l 1 1/4' II 1/4 A I 11V - . I "q CONCRETE BLOM _1 FRAME REQUIRED ; . , I L I I - I , � . - I - , . 114 - - a 1/4 - Id �- -OVEF 2*.A' W000 FRANK 61 a., T & (m I , L - -I", l, = OPE RMURM .. I I... 1111.1 11-1- � I . � . I 1. .. 11 �' I mil� I% IABILE #I I& ...... 'RE, i I I I 1__._[��'._-j I " AALD. Ksm LOAD 1111"UMI PANIEL ".D. DOM LIM X"Um PANEL. I l - 1 I --) - �_ A, SEE 00-1 I I MR Poo" Tm It, SpAcific A'* ;NSTALLAT" *10 w000 FAMIAIE Buttimmos, LENGM '--� \,,--(-1,. / -, I'ANALLIEL Tv VIAMIUM ANGHOR SAA4001 ANO MINIMUM EM ViSIANCE &-a INDICATED M 04 SMIDNAL "M ED A, SEE "V I A r" w'"PAS TIM & SPACING M THIST"ILIATIONS INTO MOD FRAME BUILDINGS, VARIES 1 .ct wt - X maz nw & LE14m � 51 V_ I �'� T*LL L_ _1 END NKS) LESS 71" N'DIOUTI) ON SCHODUA.1 MUCE ANCHOR SP,VW0 91 "WPITAS SPACING SHO1W ON 40 RSF OR LESS r. a"A"i AND-* SPACOAS " wlww ONNE vswm ARE MICArm OR PoS 008MLL *m Lif, . I X - ILI) DISTANCE 1�7 -8. 7� Sow" IN I'm I'MOVING FACIVIii " IKE OPETA"Im To BE POSSINLE, am= VO4-0 S'NEMU 1,100OUTED ON SCHEGLU REDUCE ANCHOR SPACING In WAIII'VING SPAM SIMIN ON 11 17- I_ Lm THAN 40 FSF OR LESS ; -1. t = : I ) offrMa USING FAVoKl;Nqj NOT BE LMS THAN A44WJA SPACOa INDQUED FOR EACH ARWHOA M BY THE FOLLOWING FACTOW MR I"$ OPMATIONTO 13E POSSIBLE ROXIGED SPACM I � I I ON THIS scltaxfi� > 40 PSF TO 50 PSF V-2' thTANO USM FACTOR SHALL Not BE U= THAN MINIMUM 944DW MCKU FM LACK ANCHOR Y`PF I : 11 I - i j stv. 1/0. lAe. 1141. /41! 11�1 - - -ON it" SCHOULL -11 > 40 PSF To SO PSF � 1'-2- - _ __L_ _ � __L __ - - - - - Awmw I > 50 PSF TO 60 PSF S'_101 4/4'. __L/4i! /4'. - ' 1�4� zu"o-h" Gill _jwlikkkiiF __ _j_ > 50 PSF TO SO PSF : W-10" z � , - - - A am" a pud, - I zkwo-wxm W-01 I /--'N __w; '' '/4 z -M W "Al 'A?00 CASE 0 (P ANCHOR M upco" exio-w ANCHOR TYPIE - 4z I - - AA '�"N:C�p ' .'1kl[/' 1, SCALE i/4'-tl " \ , Iiii � 91.1.� '*" , .� ......... ? wt, MINIMUM ANCHOR SPACM (Ili 3 3 3 3 11/2- . 1112 A MAX. PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS - - A MAX. PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS � 1W .. - T MMA" ANCHIOR SPACING r-) 3 3 3 3 1 I�r 2112 7 ANCHORS - D.C. - - W.I. I," .. V, - 'f VALID FOR DIRECT MOUNT INSTALLATION ONLY & Ir SPACER A 12 1/2* D.C. I TiCEN,v,'-l1i'-- WWAUM= 3 3 � Ilt, r I j I W/ SOLID SET ANCHORS & W/ mmmm from )-- - 3 1 a ."r 31 3 3 'Ir , 3 '.001taff"'A'A' W1 SOLID SE & W1 Qq SPACER AT 12 1/2 , MTANM - - ��;.�N; , ' SURFACE LEVEL VARLAiTIONS W(THIN 3/4- --i- - " a 1/2* A 1/2 3 vr . , : ___� -1/v 3 � ,'A Z I �%" omilmalmi .�.. e ....' -% CERTIFIED PANEL INSTALLATION At WALLS W/ I 3 yr 3 I'fr A "'jivililgla"'i .. , " = * No, 44167 '. z ACTUAL mm Oro" 11 - �� A:, T/, /'s ef"�;t '\ z � a (m) LAM I 4� I-— %, ACTUAL MM 0XI)AINCE (CO.) FACTOR " A "' -_ . * :W= FLORIDA BUILDING CODE Vi Ifu Icon. Zone) �"" IL�rc'En&`% " . FLORI BUILDING CODE (Nan fth VW�ocllfy Kwu cons Zone) I - P._"iII)CENS ..:'� -S FLORIDA BUILDING CODE (Won High Velocity Nu cone Zono)l . - ,(Won High I lIr - _±� - - 4� - l!.1 - I I - . - � I- -.1 F.P. _'._.!'Y��_ n !_4 % 11 � oii7_ -* . "' z Am T"LlIm m " ' .. Amm W_ EEL smRM PANEL ORNAN ft = : � = vulm) To.mm $C. 2A GAGE GALVANIZED STEEL STORM PANEL ro� 2'8� - -1,-,---_-_,_, � I- -..,-. I . 0.44167 . s , - 24 GJACE GALVANIZED ST DIANN" erg __1_____________1te______ 7__ - - 24 GAGE GALVANIZED STEEL STORM PANEL I SCALE 1/4'�I- - r A, O.", - '_ . ; z y - is * : z DRON ft SCALE 1/4--l- 11, '*- ORO,., !*' . . . .. :. _l_m__r_'7 I . - I - I * 1* 9 s:::, . ,,�'_ - � ------ I �-!-_- L_-_E'--- _L.:� / .1 0,44167 - -1-1 ___ils.________,_ - - - - CASE E (PLAN) -111, - - Et'--t- � -1 '-5i__ J t ' ___ _____ ____ - _-___ - * " Z"11LIEC0111111c. IT" " - �. - - ' I "2: . -.0. TA - :_�' GLOBAL PROTECTION PRODUCTS, I.I.C. "Y"""" ___ - Q., __ N PRODUCTS, U.C. J woo S11 Z 11LIEC 0 ii � GLOR& PROTECTIO 40ro - 6 GLOBAL PROTECTION PRODUCTS, I.I.C. G',." """`,',,, Z�� QW0 S.W. a, STREET _*t - F SPALI - LY VAUD IS USED, SEE t 51 STOW - SPAC04GS ONLY VAUD IS USED. SEE jWX f1 FOR MAl A.S.D. I Tw Am To. 51 ..w - WE ON WHEN SPACER & -A&E #1 FOR MAX. A= I vk 4= &W, I DESIGN LOADS & MAX� =71rJWHEN SPACER " 6 USED. - - �Vjt'W7.w!!r(;6pAA, Amw "NIVIP-1145. FAX,' 1164jilift-41M 20-175 DESIGN LOADS A, MAX, PANEL p'li". (FAA 00011% FL. JU14 = � ("w - - - , . . __.. _%%C'-'�� !ID . - _%r. DMN,I FL WA4 I LENGTHS WHEN SPACER " IS USED, %00"-� 'i O'R'l 0" )"�7.�4� Flik'(964)AIIIII-9W 20-175 17:0 .- . I"A"A.,oln- pomn- 0,00F, F_ =14 20-175 `m.`P_ � , - -I.0 '4'a) 4 I - 2, F"l, = 0 1 1 `��MU�__,", - - __ m_.' PMM- (W)M-1546, FAX� (M)SU�707 MM04 �' I .. - - 1XVINING ft: CA-00*071. . 1 ck�Ixxili I i - I,- "'N"N'"" CA-0owls; I N W1 1 "I Pt * �_ .. .I. 61113� t_ , �" - _TE!�_ uwlwn vAALIEK A, Taw ,,, � -1 RR I I I 14111HAM09 � - - - . !':':� -,m.- Lm "!�"y , . I � RE SEALlsom"JUVA)"WE ]�':! arm m E ;; WAOF 11 I ,,, "Nam av,d w to � mm� z '.�,, - . , . $ 1 1 1 1 - - I . ___ - - - I Lu __ ----.-.------�,.---,-------��----ANChIm (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, I$ &16)------- __� __ " __ mi t INSIALLAIJON DUAILS E08 LIFE WETY PANEL d) 3, MAX R-IA/13, R-2A/13, R-U/14, R-19/13. R-29/13, R-M/14. s' NO I I . I, MIN' I INTO-, POURED, CONCRETE OR CONCRUE BLOCK KRUOURES MAXIMUM Awl& DESIGN PRMURE RONG (R-3,t) AND ORRESEONDINg MAXIMUM ANCHOR SPACINQ D.W(j) " __ I AM. I +R-IAW/15l� R-2AW/15. R-3AW/16. +R-18W115. R-2BW/15' -3ow/16. I r �� -I I -.---,---,---��.,�-----�-.---,-,--�.,��--l'-----� - ----------- 1/4-0 T NIG POURED .... POURED R STORM PANEL In INEALL910S INTO WOOD STRUCTURES (X) -I 4), ------- __ i I �------r -- a 9.67 IN; POURED 1/4-0 TA" 1/4'# TAPCOR _ C 1/4-0 TAPCON_ STM POURED C__7 �'__ _9=p ___ ___ - __ ____ _____ __ x _ . '*"-"" **-' 'm BLOCK ro. 4-416 " * - ' � STr 0% z I I " _. '.' )-.T��A v ai.x' (VALID ONLY FOR PANEL (DINSTA.LATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) 0 0 0 0 0 0 fi ANCHO RETE OR ANCHOR 0 1 .z I , ON ItEm OR - - Rr"r ! ANCHOR - - I- � _vNCRETE OR � 0 ? ' CONCRETE BLOCK �REft at-OCK �MCINETE CoNCft ; ' ' I I , � REQUIRED. SECURED, 4WIRED. i/ REQUIRED. L-4 ' 7 � - � � - io-- ---------T---_____ I I � � C_j I _____ I t __ I � ' 4= - . ___ __ ___ -7- i ; 02 i. (i) ;_14) i r . �� " I l ! �� I I T I ' I, I I i -) I i - ," Ag- . r & 7 APPLICABLE I'll '�f 1 ; . f___ ,I- i ! - . 1 . I '14. g 1/2 1 7'�;- 6 Ar 7 APPIUCA91 E UNGNUM I am, A,s,D. MAYJWM ANCHORS V,V#4 FOR E.O. - AS SHOWN ON SHEETS i l ; 'I/.' 1/4" i / to � , - -_ � ------ ____' --- I � i l , . MAX. ASO MAXIMUM ANCHORS SPACING FOR F-D - AS SHOWN ON SHEETS NOWLIN I � � � 1 1 7 1/4' -4) � DESIGN , ALMZIMV PANEL DESIGN - TO PANEL I I "' "'j i � � I ---- _ I � , i ----,-,,- - -I ,,, .�_ - _ � � . ; I i I I "I I l . PANELMATE PANELMATE PAXELMATE � � � i ! l j . , Al "". . , I RAGAN PANELLOTE INODO: . (P..IG TAPCON LAG SCREW WOW BUSHING '&Z'%, 'I: i i i E�6A ' ____ E.D' . - i , r , , -.5 . PRESSURE PRESSURE UNGTH I I i I I t I � . I I k" i � I E,P.# I c- C= c LAG SCREW & _:'� RATIN I 1 I ! 1 7� 11, I � i ! I (P-1 TAPi:ON FEMALE 0 - SUSHINO CLEPIM 00 FEMALE 0 PLUS i I I I I i AL/2 � I " �: � I i I I I l Cj C..' m OF THEM OF THEM (ft.) I � I , � ; I � R I 1 1 l v I � i � I ;7" = C14 . � I . i � I : I "' " I - C43 III, (TOP) 1w (Nim I I l . � "I 'If- I . i ' . . I � b: ' 13, 13" Ir I r I r I r _ 1.3* I r 13" 13, 1 i �Usv IF- __ L-1. I � i i i i MAk F � I W., i � - ____ C3 " t I I I LA_ I. j L � � PANEL LENGTH i _; - - --73z-- - ir � - . I* (BOTTOM) i 4 r : ! � 1 ; � � OVER 7'-B') � ' ' . L� I �' �� i i � �� 1) � - (i) -01 I __01 'r 's- I r Iii (BOTTOM) 13" 13, Ir 13" __ i � (D I I -C i I I .!2 4= - - � I � � J I I* w- I A I I I � 61/2- 6 1/2' 2W (TOP) e 1/2- a lIr o I/;? 6 1/2- 8 1/2- 2W I ' �REGULAR STORM PANEL ! LAR STORM PANEL � l T. � ii i 6112- 6 1/2" 51/2, DOP) � ' L I I � I j � 4 . I (W/ =W0 +40.0. 40.0 P.A. i i 11--SEPARATION- f : --SWARATION-- I 4,F) C14 _= - - - I I � . I L r I I . __'. a. '� 6. L � I I MID PA09L LENGTH WLT) 9 =20.1. EXISTIRL)i TO CLASS. It, . I 1/4%-20,1- EXIST -- 7-7 --,iA f �.. N Cm C-4 m - 0 1/4- 12 1/2" 6 1/4- 2w (am S' - - 0 1/4' 12 1/2' 6 1/4. - (909 -L 5'-T 1 ! ! i ) � ; - i ---- 1 ---- � - .. - ,,- - - 1 - - - i --- I'---- 1- - , r� I a' - -, I I 1�-- -- I ---------------- � I -_ - __ r GLASS � 11"' "'I", .< l l I ; ,;;w i �.I_ I L!"L4 TO MASS __ - � - �___ _1__w_ 09 1 i i � � I I L 1 CLASS AL_ Wm --r. uo i:e_ - T___ LESS i il � I � = ; _ 3w (TOP) ' LESS 7j� 7 I/ . a' IN twi , I . 1 LIFE SAFETY STORM PANEL l I c - 4 7'-G' a +50,0, -54.0 P-I" -41 " -t� -"", I - - J A, 4-.WP _� a O&W � ;��"' OR i I w \1 e ""S" 11 �Z' r I I \ l l 0/. � - , I 11 VLASSN"' ft,..'__��"' , JAI, ___' -,,- I - - ' , A i -0- I � (W/O "ILAP MID PANEL LENGTH SDi , - , , I � 41- / __ 41 ==.r. ' 9 I 4 3: � � i � I , , � __1 w i I � I i � I " ! 0 i ,: _= W - ; z _1 '�" _ - I- 11 i - - : - __ - - - I =" B. er a, - sw MMTOM) 7 lIr 8* or w sw (BOTTOM) � ; - - - -1 - -_ IT I - __ 11 - - I __ 'N.`1__ - � .11� L i It I ' I . : I ' L - ;: I= , I � w � � ,,, 7 I '" - i � I --- z If 1� I __ � i � *' --- I I -1, - ' I 'a It ii - __ 11 --- - -- j V MPIL :� - = - ' � - - - i -- -- - i T - . I I 1.�� I I 11 I I - - I I. iAw 9 ; I � i r ; : , V - I I i ___I 5" L 3 l'� L USE 2'--W MIN. PANEL LENGTH 0 -1. . 1-11-1 � t I w := -< - -45 '__j_ 13" 13' I'_3;_- Is- 4w marrol - >+45� -45 13' 13" 13, -;-3;- 13, 4w (BOTTOM) I p ; ! � 1/4*0-20.1* � , , , ! _ _ j_ _ _ - - -I ---- l- �' � - - - .: - - -; � AT ALL 4DUNRINGS ' PANEL LENGTH - - - � L * PANEL LENGTH ii FANU LLmulml If - - - __�� _'L�7' 'f, 5 -LL LENGTH Ir � i I -_ - _�: -, i �' I - - -1 11 i ] i i I 'L* ill". 13' Ir 13* IV Ir 0 rrop) 13, 13' 13. Ir Ir 4w mw) , - , +4& s� - i " �' , � t i I I = OR To _q�: : : � ! � '-' &I �' - I 1 47 I I + To, 77 I ; i aw � - I p 3: cc LESS 13* Ir 13, 13" a i/2" of Too) M -73 , 13, is" 73, ir To, ! S'S. m ,� ; � � '��' . - - SEESEML AT IT (SEE EIVA-11ON F _ (SEE ELEVATION it I (SEE ELEVATION I AT Ek . I . p ON S�HEET I., ON SHEET 12) R ly '. Tot (WiTOIA) 3' 13" � I i I � . ] 11 Ann. 1T. I ' ON S+`EEY 12) 1 l x � � � 1� 1 4 � I L - � I i � - I 9 - l I I j I I cc w _= 0 i � I - � Io - 1 � -__ I I � * ' ; � � o--------- IF I EN I - '- 13, - __i__11-_ I , ET I � __ 1' M;'� -"-'-, - -- ---- - L ; ___ - -_ - , f ! SEPARATION I � I 1 7 if I i = - u a) - __ I � ,;�� T I . - -, -j- --- - --- � 10 GLASS� I i �.. . _= = Cm 13* 13" ir I I' -.,, " � '1___.______ _'Z_-, __ � ��' - __ - L- I . ____ , - - - ___ __ I ; ; SEPARATIOf+ I � 11 I � - -- , -- _____'___ ,------- I L/2 � l _____ I . '�BDLT.) > - I � I I , � I I i il : 1 -7--- 1 � It . - - TO I I : , I � 'i i . I I * i I L'//2�_'-�_ i I . I I � 1: : :�- . Lu >-, ------,------- ' ' ' ' ,� , 6 11�: 6 11r I 6 lj2 6 )/2- 2W (TOP) 6 1/2- 6 I/ 5 1/2' 6 lIr I 5 1/2- 2W YOP) I _�i ' � F TO MASS, I - � i .� - - TO - � I I � ' . i ! 1 i I I I � � f I L I ! i - - JTOP) 1 7-3- T I � � . � �_ __ . _i - -.--! i � I ' - � 1 4 7/2' 4' 1 6 1/2' /2 1 - 3W ITOP) 14'-C . 1/2 1 5 1 7 1/2' 1 7 I I : ; I - 4 � I � I ; I � 7F, -m - I _% 1/2' 1 It. ��_ - L I L 'A_� � , ; , �' � , L?l I " I I I i : L112 'm � - Isiv m--)] - ------ I-------- -1 �' � I , , � I I . I I W . 4 1/2 _ 4 7/2' 3w Murral 51 I s - - --- - I - -___ L - � : t i __r --- I - '---(S) i - _... � E I 0 1/4 6 I/." zw ("=�) >S'- ' "F - � � I i _'-f I : , H �) `L�i ) � �' 11, I ' ' - I _�_ - ____ i I . I -T - - ' , - ___ - /2' �W (TOP) I __ I �" 1.X"__7 1 - - I � i I - I �% � . 10 1/2' 9 1ji; 1 12- 1 12- 1 4. 4w (TOP) 13, 1 12, 1 13, 1 13, 5 I __� �______ i I e - = - - _`" ' _� " i l , I � _ l ' I i I , 1 � ! � � ! -01 � ' __01 � , � I ; L I N_V` w 1. __j____'_____'___ _�___7_ � ----------- _�_�_ - _� --- 2 � I I i I L 13" 1 1 13" 1 is' I a 1/2* 14W (BOTTOM) I , - I r I ir 1 13, 1 I _v 10, 14W f9OTTOMI I L I � - 1 �7' ----,--- i - SO L E.D-* ED,* ;' ' E41. k I . I I I L � L � � I ____ - - , i . i I i - t . � I - � � _dfTS _ d ;� � t � � � i I ; � �1'1� m I i� i � I I � � � . - . I , __ I -_ IAIi _ I - #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN 3PACER " is I I . SEE TABLE #1 FOR MAX. A.S.D. DESfGN LOADS & MAX. PANEL LENGTHS WHEN SPACER t L i E SAFETT-4--I I I 10 . I � I I , - I I I i I fZ SEE TABLE i �' I __0 : I - " _@ I I .- I I l I lx� ; j (I I i � � ot�vy i ,.i` i ; �� I !_ I I ! 4,21'rw! � : I PANEL BOTTOMLOORNERS . -1 I - 11 � I USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 USED, CORRESPONDING ONLY To ALTERNATE 2w' ON SHEEr 6 - I D.M (� t I hii I _4 I � t _�C" i _'j"- - 1-1-1 j -1 I I i I - L t Ltu �,_ - L I --- , j_ __j - � . 'L f-, i : I-- a I � I- �_Oi .� L . _ l . _0/vw_ I � I I I I 1, I I EG I, . ;�A' at . 3/e I-- -L--.-- I . I --A---- I - _W= W. - - iR "Ma " I of (�) i i WING NUT AT i '- 7 -11, - � , . �?40_ EXTERIOR , �WING NUT AT r 0 12 LEFT PANECRIGM PANEL 3- !�� [�= I � ;; " �� - I i�a�i Al a 11�-' +R- A/13, R2A/13, R-U/14, R-iIII/13, R-29/13. R-39/14, 1. , " - __ rALIN .. � ' ��'�. (� , \z/ , .. I I I - __!/4'r TAPCON � 4*0 TAPCON ; �__lvv TAPOON . -_j/4'0 N I f R-11AW/15. 9-2*W/15, R-3AW/116. L* R-191011/15. R-281l R-30IN116. i ANCHOR a 9' 0.0, A.S.D. DESIGN LOAD MAMUM PANIEL � ANCHOR 0 O' O.C, mcf-*R a 9* Do ANCHOR 0 9' O.C, I LENGTH ____'_____ __ ---ANCKORS (SEE SECTIONS Ar ALTIERNi ON SHEETS 13, Ili. 15 &161- ----- -- ---- - - ---- ------- . I I/*, MAX W I g-%NEO T110112 CONCRETE OR � EXiSTING POtAU 0 CONCROL OR , --g2mij . - R= OR _ZZ"'N.0.111119UM REOURED l Sm CONCRETE OR 40 PSF OR LESS 6-0- . WEE SAFETY SIORM PANEL �1 ELEYABON (t) - i i r_ REWRED. ZIONORM MOCK , RZOUIRED. r. . I SCALE Ile -I* ji =lam 8- > 40 PSF TO 50 PSF -2. 1 REGUAR zgell REGULAR 0 IMMLS 2 LIFE SAFETY PANEL 0 REGULAR PANELS 0 RM"PANIEL I 11 � _(i) (MAL oo�a r STORM PANEL i > 50 PSF TO 60 PSF 5'-I O" I "I � STORM PANEL l�e -I em VALLEY) ! 01 i, I I � --- � i C40 � 'w "a""N".41", �' � . -1-11 1 - ---------------- - ----------------------- - ------ ___ '__'_�14;;�A_ 0 _ ==------4 11 NTIporge urki I low"1111,1711hu"t I "'o _� ""'I"", 0 � �1. � _. ; 7 � �� Cc ux "3118-1- oetiala"t", SCALE 3/9-1- W/ PANEL MATE ,FQlfIALE 10 OR PANEL MATE PLUS . A�j� --s,' 111 1% t1K A TQI"�% . I 1� �_Ovrp - . 0" 4� ... - i. I i I _ _ __ ___'___ I. :_.. /';;'s� , , � /4'� - ANCHORS & W _' _"'�� 1E'__/___ e - A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS a4�_" ',41'4�\ i' � ....1-1 , _ W , r ,. l , /J� � '. � I 0 ==�==�=�' _ �_==___� ------ ��f��_.' =�__- _=S�_ . �=�j _I /01-1 ?� = ;�.---- Y .. = - SEE SH" 15 to al MR ANCHMiNno AND" Tft _ _ � Nyuch'q %, " %�m -� ........ I.. . . - upm ' - , - .. ' � * �_ . . , . -Cl) * : * 3 WOOD FRAME: MARDINGS. f *' . .. - : - TYPE & SPACING FOR INSIALLATKINS ' .. . FLORIDA BUILDING CODE (Non Hi0h Velocity Nu cons ZornA)l LIFE SAFETY PANEL 11�.. &,?A- __ ? � FLORIDA BUILDING CODE (Non Wqh Velocity Hurricane Zone) MANIMUO ANCHOR SPACINGS, AND MINIMUM MININUM, XCHAIII SFVAW 00 _3 - * i. NO. 44167 .' = FLORt BUILDING CODE (Non High Velocity Hurriccano Zone) .-'o- �_ F.P. Aft AKE"= ON INS -NNMoN_ loAn-w w 3 = ir :*= .= 11.1m INC. I".1 � ril. Azzomi 'L'm w 24 GAGE GALVANIZED STEEL STORV PANEL SCHEOURE. MR F M LESS ;= j= -� S . 7.4 GAGE GALVANIZED STEEL STORM PANEL. I i 'IA'm 1,010*1 M 24 UOE MVANIZED o'. �. CZ .. A, MOt INSTANCE z _ � 44167 '. - STEEL STORM PANEL %�%�'-URJVIA, .g�'.L'F Dwil"I sy, Amol-f-I "A,..%v.'k4 - , . N = *' ; - ~ QmEmR � I .. * :1 _____ - SCHEDULE RvDLCE AM �' L STATE OF 2l' ot z I ~ ft = . * .*! I 19. *1 , of "/V/2= N c%.v;IC" Of MLklipLym SPACING *MON MWALSIX0 �wmwwew rA" " A - - �_ '. GLOBAL PROTECTION PRODUCTS, LLC. - - "'Y"m Sow .� OR - o""n"'m _G'u Alt of -;L-- / 11LIECOS"C' DAM - Z:��' /T UE C -0.. r, \GLOBAL PROTECTION PRODUCTS. LLC. Am ,HIS By ow FOLLIMING PACIONS, GLOBAL PROTECTION PRODUCTS, I.I.C. DIM. 1� '. . d�g r �1'1�'4t_ __ . - Dhm- OPERUION 10 BE POSSIBLE 2' v � .... / 11LIECOome. . ll� TILLFT TCTYINO AL r.W 'w AM S.W. 51 SINCE! 4M S.W. $I STIM - ' ___ _ 1_j/_____ L TILLIT TESIM IF tmom 'ItIfto Goal - - _ - - 400 '�'X.-. 10i .---� Dwit, 11, =4 SE!;TIQN A -A DRAIL, FIL =1- INDUCED 41 I_*jL513W , � ,L. ol� - "")"'.A" SPACING OGTAINAIX L"G " 11 '�' li�'� ��'.' '. '*�.'_* - m Zz =Z - =_'" "momo 0-mov-76-A, m momm-wir, 20-175 SCALE 1/4*-I* PHOW-1 20-175 FACTOR -1_';lT""__'_'_ __ --' M4� m.'M1A="_'!".'+'" '0�- flom)w-ms' AM. owm-Alin -175 %"- �'>' 11711� o7"'�4----' A�VUU"Ivmo�p jr.goo-75AA, not, LAWINUNSNALL NOT BE LEIS THAN "I"JaIIALLI 20 ';z' 5 � �': - �11-ix - � - SPACING INGOTED FOR EACH r imi �' IAAWW N� I SFl1L,1'1WNATURElI1VE E-001115719 !-.i - in GINNING hl�, ANCIOR tot - _ --- __.__._____ - Ant. if I - 1 44 MAN." ft - ��_" ON TIRE SCHEOLILL CA-00DIF714 - I - . - 1_ RE EN - ! - " 'w 3 I/v - - w-AL"Imm"'I'VEATIF IIALTER A TA�ff, .0k., PE __ �E' - 0 1 , , I IIIIII-modow-na"ll"I"TE VA" A� r jr- PIC I 4�J07 � I I SHUT 11 a To I � _ _ __ ='r 1, , . . I � I , - jl� 1 *Nx, 13 at is I I . I '�� . I � i - - - . , _ o 11:117 � i 11-1-1- ,- - I um ztL!!E1 "'" I I I I I I I I I INSTALLATION Dfj&a EQ-9 UEE 5AFETY PANEL (1) INSTALLATIQN DUA10 FOR UFE SAF-EX EAU.Ld) INSTALLAIMA DETAILS FOR UEE SAFETY PANEL I INTO WOOD SIRUCTURErk INTO PQURED CONCRETE OR CONCRETE OL09K STRUCTURES � INTO WQOD STRUCIVIRES � . _ :711.'..�"'_ ____ - I T __ __ -, ��__ I ___"��- - --- , I . "� X � s �i � - I I'' �' - ' It I ---. - - � " . :_ I .- I '� � , ; I 1 '-" I .7, ! - . L ,I 17 - 1----; �; - - �- - POURED ' - . "I - �' -, � 1 !I[ 11, . I . X. lz� ; I� - 11 �� -, "�T,' - 4-LL4 �� I- I � /4 0 fxwNG POURED 7/4'f TAPO?!_--- I "I" '� I __'� - - -, _� , "� /�� N �' �L� � -,,____, ___ -_'��'_ �, � -CUE""Ell '�' _.. ��_. - - "�' ._;�f_ I " ' - I j DR 1. "'.1 ' " '� _�' r ��' �� -V HEADER .�� O.G, � � E OR __ . . . --r-E. . ' -=r" / __ 1 2 BA .1, : I , q ___<l- - - I � �- --"'.p.-.jAoER � -"'7= REAM .rD HEADER CONCRETE SIM BLOCK ; OUT REOUIRED� ___' '. 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PANEL L04GTH o---- , � �___"' I B' PANEL LENC01 :i I If 1 I I V MAX, I i I I L: 11 I =- =141 I I ' - I ! IL I I 6-- B. i'_ i I Wy� 11 " I IL" MAX 0- (SEE EMATION - ---I jn� ... It - . - # 17 M -_ I PANEL "I 11 NL__ .�_._" _ -- ---- ELEVATION I, --- - -- ----I 'L" M. �____Ifk�_ 11______*_____ q- (SEE 0% I _ ' '_ L ' - 'S I MAX, / _ 1 ON 94M 12) 11 - .11 __ �ANEL LENGTH 11 , 0 11 ! PANEL 4 11 I ft -_ , .� " _ i 08 SHEET 12) a F_ - _-, -_-I 11 I A I � ON SHEET "') a , LF34GTH I I ' ON SHEET 12) 11 1� ! PANEL LENGTH SEE ELEVATION OL t TO GLASS- I 9 . I � . _� 1 __ - , J(m-.I�zm p" __ l xi��_ �_:_.'_'_ I __ - (a) (SEE ELEVA11001 N Y---, -- --I , IT � I ; (SEE ELEVATION I ON SHEET 12) If-, �__A . , - � - 11 I ON _�_' ." IT ; ; X�=-'_�_ t=_'., � ON SME i2) 9 _ I ___ .. I r-, 11 � ]------I---- _ 0 1' Ali, - � w I I i � I ____ ; I � I I 11 . ._�______1 __ I 9 t � i; < , : I' llfin� I V�� __ - i 9 - T i i ij--SEPARIFTIOW - - '(v i If I' Min. � a TO GLASS� '_!, "'_03 i 0 ft L_ - - _ __1_j : - - , i AD ' � I 0 I. 'n� ; I r I - L_ 10 L/2 --- StPAMT11 I p , I I - _T L L I, AN. ! ; __ � I T . 1 u7__ i , � "T"="G---- 1 _01 if I' win. � -6--i 1 1 L I a � "O I I #--SEPARATION -- *-SEPARATION-- i -Aa) I L 6 "' � I r i I ; If I L/2 � a TO GLASS. '_! -- (�) o. I ft I 0 11 � I �X'� M I I . � I � I I z ; � � 0 1 1 1 i a - � I F. .. 11101. ; --.-- '�',N I L� 4- - rit "�'_ 1_4 � ( I , i I, I— - -ul- (D ' i 4;;" - ". I I I'LL, �,', __ , ! ; I' � r I � "? L_ _. �' � = =-1; f �� I- -4 =0.7""Ipl " � -I,-- �_" i ' _ i ""' e- ' __ _J__3 " 7" HIF - CONCRETE BLOC -, --y CONCRETE BLOCK ED. �� - �� @ l - " _ r- & vr w 1 I .' '_ - j j *.w REOUIRED, It km - REQUIRm � . - � I ' - � C -0 .1 - - I � � I - -.1 - I I t I l � EQ. �� ,,L , :4_ M 1 Et- ' " I eb. ' 1� - - - I j _[_� I_ - � � - ' - I i - ---- I _ 'L --- �L - --,I �\ , 'L _' " ' __ N �, � 11 ! I I L, - " --- I -0-0 __ __ - _L.__ -I -4 -.---- 3 _ _ I I " �; I k_1_J1_________ T 'Lj - I I!, ; '�' EQ, I... -1 - .. i : N I i I I 1 � I � i I : i I I � ED. - ----- � --- t- 'j - , ". - L'-- I 0 " I � 1, ", !I IN I I- ,III 11 11 " � . 1! � �q) 1 � 2 �"D - L .- F. _.' - ", ,,, -4.-..=. N� I I- , , I � , , � I L I � -J- , i � i I � 3, � � ; , � �! �! *�' 21 1 -w WOW 2-0- WOOP '� - � I ' ` I � I IR/F., 2 - __ � -0 PAINIELAIATE ' 114'0 TAPCON , it �1� -Al REWREV � �' 1� 1/4'0 TAPCOM .. , ' ! " , I I --�- " I � -=N R_.m AT P�l __ � �'- 1 ' t ml � PLATE I � � I PLATE � i�i "'1#.1A.N1t1 ___ 1/4 . ' I ' �-" - !"/Ars o.c. ___ OC LTj WOl "I i � m 0- .. 11 I I , , L E . I S � 1 , � ", � � � � 'I - '/M� 0 : L I : , j� - - - - O �� '! 1i � � 0 fl, 10MALEMLS ANCHOR (BEYOND) 2 LJI�NEIA . I '7, , 1 ' r ,,I" ANCHOR 0 9' % l RED I I I , " :�� =me 9, Ox� j ' I STAGGERED W/ STUD 1 �' I � . ." il � r I , 1 - l" - - L/4-0 TAPCON REQUIRED - I ; i � 1/4-0 PANELMATE PLUS REQUI �' � . I i �__ H I � 1/4-0 PANELMArE PLUS - � i � L . � I - L � - l � l 1 ANC1109 0 9' 0 C. � _ ANCHOR 0 12 Ile mc. ,_ I � - l ANCHOR a 12 11r D.C. WALL MOUNTIN93 '."' I 9 � I I �' il.� � 11 I i . 11 L, � � � L ' ' SCALE 316-1 - TE 11 . I �, :_]'_P� WOOD i l I I , " L " I il � " [ : 1 � "�' 4 -' � � --!. ,�' - - - � I I � I � 1, . � I SEE SHEETIL 15 A, to FOR ANCROAS TYPE At WAGING FOR - "__ V4 -!-I, - ' i � � I ' . : N, . U) � , _ - -" . " - W/ STUD , REQUIRED ", � [1, �. - ,,, ! 1 - ,,,,,, i 1 __ , 1; i ' "" 0 (D I- � 1 4"*000 � L� I L 5 I .. � 1-1-1 I 110TIALIATKINS, INTO WOOD FRAME SAUXINGS1 ItEOUIRLD AEOa= . I ; I i - I � F � I i L_" � ; 1 - �\ 11- I - WWAM ANCHOR S'*WM AND JAIiNAUM EDGE DATTANCE _ I I _r_ _'_ ! - l " _ 'f " if ___ I ARE INDICATU) ON THIS SCHEXAL FOR ED, LESS THAN k - - , ,-- � - , I I I , INGICATED ON SCHOXE REDAX ANCHOR SPACING BY " cu "AYONTAGI SPAOING, wom W SCHEDULE In THE AIJERNAT , iBw FOLLUMM FACTORS- MR THAI OPOUTION, To BE p"Smv. R-1AW �Iapfl_Vl R-I�Ift w &M 0 LIFE MEM PANE F,D=o ,,1L1JR11prVE LESS IT" MWAAUIA SPAOM AUNG0,1113) FOR EACH ANCHOR &M W _ , _ L - ALL'Iff"HIN I-1m, ""li.i'llo"', " m . _1 SPACM OBTAINED LUNG FACTOR ViALL NOT BE 10 0 RJENRR PANELS SAFETY PANEL 9 REGULAR PFAUZ a U= EAML TIPE 'Ato'07714#14s' DO THIS SCHEIRAZ I ;k N. TQ;�41'n 1/0. 1/,V. :. �.4pj W% 0040OHN" WAIA��NGS WALj��NGS ............ I/ r". mom m - eM�- - I '_ � WAIA� �- - �' F'tivse ...-r % w wm -%iiqi� ov" - I * ;�ux'qi---!�% ��.!!W'P'N . .. = , " .1 � ..'_1 ".... I . - " - Meal Ammom w0cow w 1 3 I : . ... SS FLORIDA BUILDING CODE (No. Ngh Velocilty HILT cone Zone) . FLORIDA BUILDING CODE (Non High Velocity Hur cons Zone) z ; . 0.44167 '-. S_ FLORIDA BUILDING CODE (Non High Woctly Nu one Zone)l 5- - . *_ANAw 3 = I .- I =*' .. w f - I-q') 'A'. - bilm, ' F,p ' * . 029M lulom ING, fil- < 'o-4 - - m . * .. III, 1 .= TILIT011 � 24 GAGE GALVANIZED SIM STORM PANEL T.1'. .1 it .2m wmm AN: 24 GAGE GALVANIZED STEEL STORM PANEL S .1 - 24 CAGE GALVANIZED STEEL STORM PANEL . ". . : E VAINN in, 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN - * .44167 '. = ORAIN" m I : OOAWN 11n = . � - 1. INSTALLATION ARE ONLY VAUD FOR MAX� A,S.O. � S.O-. I - '::�% STATE Of .A: Z Ithe STATE [� ',zo * .. * � -Z % �,:F__ = *; - . - -6"-. � GLOBAL PROTECTION PRODUCTS DATIL, PER ELEVATION ON SHEET 1L GLOBAL PROT 1. _--�- -. - - orm/an _ S I ' CRID . , ; dv'-�_ �._ __ - 11LIEC0,11tc, LENGTHS ON SHEET 12, , --------"\ '4. wm/m PRESSURE RATINGS (p.lLQ AND PANEL LENGTHS AS - - DESIGN PRESSURE RATINGS (Pf) AND PANEL I _ 11LIECOINC. !� .0" - ��_ I /TiLrECO... cm - AI _ SIATE 5; � ECTION PRODUCTS, � � ___ .- -Yr 1- -'� <6 - ,.,_. ___:] .W.W1 54 STREET . ux. 2� FOR NEW WOOD FRAME CONSTRUCTIONz WOOD - 1p . ' __ _ 1=0 S.W. 4, STFEET U.C. 2, FOR NEW WOOD M.AME CON 'ln `� W'_ / �-/� CLOSAL PROTECTION PRODUCTS, LI.C. 77 - - . j*vf/-��-Z� 11140 I'M94 A =!::.c 4k AAM: N., I * " . q0RIZ, - � Fl. M3. STRUCTiON: WOOD "TiotV GIVE FL =14 ,T= -14-Z.? __ A A. -I- ,10 JAL _.w I "cn'�� (Alt. _�_m 0 - - (W)Aa. - 3SI'A.4"),"m 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ' 1 - , - (I'/- ! p om (954)"�r50. FAX- (1134101101F, hal ." - -- 11 -- GGN_ -_ 11 20-175 _'._....___12L2=____. --t"f- - __ -is . - ��) __ � MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECInC ..aA - )60-7545. Fl* M.Nool-8757 - , I*- DENSITY OF 0.55 OR EQUAL. I ,, " - M; _-UMOOM- 10 " S' - " Mi ... 1. I I'�*_='= .1 �;OWK .. . . I ___ - it '�� - -InAl PHONE, alomwo; 4�� '� 11 ."'."' - - . -.1 T" 1 - 11 ORM"NO "�. DENSITY OF O�55 OR EQUAL I - ORV04 ft < -f-i- - I --I m . 4 ,l 'Ir I - !�.i E!!22! - CA -al CA-4001,71. P1. SENLYARPAYLAN"lom p ! - " - /O-IE MTER A. Ill lk�. P.E. . - . StAip"ONATTAivilm wkwfln'�.' pz I - "' I ! i 9 ! I I sman'. . to I 'LlIF4"111"�iT441-10- umm Lk. if -TA, I I I I . I I - I - 441 1"I . � � � DIM to or is --I 11 ' . I - "ZIR L.- I . i - -11 " ' ' I __ SHEET is (IF is . __ - I I I I I I I i a - I SHEET NO. I SH 10 � = 11 01) "_\� Ilk I I -1-F-11TIT -I I -1-F-11TIT -I EZ1W/18 ANCHORS ----(SEE SECTION E21 ALTERNATIVE .110 1' I-ECT is) Mp, (SEE )ISM NOTE 2) -0.4 (9 1 NOTE V) '790 W*# ALUM7 RNET LAST PANE1.3 TO 13E INSTALLED AT EACH OPENING SHALL ALWAYS BE n ?A ED Du: To FACILITATE INSTALLATION ir INTENDED D`VTF RD= t 'to BE IN= V INSIDE OF STRUCTURE. rL J ][Al NQM _T, 'T") 61 OF 1-Z HANG STORM PANEL SYSTEM (:MU PANEL) (INTERIOR PANEL) (I R PANE (INTERIOR PANEL) (END PANEL) C ING OF PANEL + DO L TRACKS TOP & BOTTOM SEE NOTES 2, 1, 4 1 1 1 SEE NOTES 2. 3, 4 11, END PANILS I,. &IWTS.E CONNECTED TO .1011 TRACK I OF SUCH OTIRERWIS A STOP HALL BE PROVIDED AT TO, P AN UINGM PANELS. /E1 - N)o P.f, IF END PAND-S ARE CONNECTED TO BOTTOM TRACK, CONNE�CTJDNI SHALL CONSIS I OF 1/4'0-20.3/4" M.S. W/ 1/8'41N25/32' WIND LIT OR �%3/4 MIn. THUMBSCREW INTO TAPPED BORON TRACK, OF FASTENERS MAY RE At EITHER OF TWO L��4 EXTERIOR FLAT FLANGES OF END PANEL. A-1 (4). IN CASE. THAT END PANELS ARE NOT CONNECTED TO BOTTOM T TRAC ([-.� A STOP BAR IS ONLY USED AT TOP) AT LEAST TOO �-T PANEK S SIAALL BE CONNECTED TO BOTTOM TRAC:X USING SPECS INDICATED 0 NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MP OCCUR AT ANY PANE, LOCAIToW SEE NOTE 4 I. NI t INSTALLATIONS ONLY VAUD FOR WIND z1:1TE cbwo ANCHORS SPEW UP TO 170 p.h, __ -SEE SECTION 1:71 A, ALITRNATTVE E7IW ON SNEEI is) *EZI/TB, EZIW/18 TYPICAL ELEVADON FOR SERIES 2000 E-Z HANG STORM PA EL(J SY51EM (t) SCALE: 3/32'-l' I/C mox. GAP -i WHOLE Mulm 77 7 `7 77 MAIL GAP cl) SECTION A -A SCALE 3/32"=I" EN FLORIDA BUILDING CODE (man High Vajocity PIP cone umo)l IsTaX, 01C EF. 24 CAGE GALVANUID STEEL STORM PANEL ` 1 � iV� r,44167 STA * 11LIECO iste GLOBAL PROTECnON PRODUCTS, LIC. DIM STATE 0 at Rw �krw .. -,!"- - wP I 0tKNL C'M DAWL TL 3331* ZORV - - A. to, (W)SO-Irm? 20-175 Nowe, irl-E9i it I ENGINEEL-41NG ENGINE:E:RiNG ExPRESS PREIDUCT EVALUATIC3N RLIPORT September 15,2020 Application Number, 17869A - R2 FX Project Number. 20-31543 Product Manufacturer All Arnerican Shutters and Glass ManulacturarAddress ISO Donna Road West Palm Beach, FIL 33409 Product Name& Description: 24ga Galvanized Steel Storm Panels Large, Missile, Impact Resistant Scope of Evaluation. ThIs Product Evalturtion Repoirtis being issued in accordance with the requirements of the Florida Deportment of Business and Professional Regoiallon (Florida Building Corruvission) Rule Chapter SIG20-3.005. F.A.C.. for statewide acceptance per Method 1(d)_ The product noted above has been tested andlor evaluated as summarized herein to show compliance with the Florida Building Cod" Seventh Edition (2020) and Is, tor the purpose intended, at )Last equivalent to that required by the Code- Re-evoluation of this product shelf be requited following pertinent Florida Building Code modifications or revisions. Substantiating Data: . PRODUCTEVALUATIONDOIC.UMENTS Ex - drawing #20-31543 Viled "24ga Gatvanized Steel Storm Panels (HVHZ & Non44VHZ)', sheats. 1-5, prepared by Engineering Express, signed& sealed by Frank Bernardo, P,E. Is an integral part ofNs Evaluation Report - TEST REPORTS Uniform stallic stnichnal performance hat; been tested in accordance with TAS 202 laid standards per lost toport(s) #113T�ASG47-0011 by Blackwalar Testing, Inc. Large missitelmloact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standa(Tis partest report(s) #BT-ASG-17-001 by Slackwolor Testing, Inc. - STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rationalt analyst-. to quaffy the following design criteria: 1. Maximum Allowable Spans 2. Minimum ARawablaspans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12'� AVENUE SUITE 106, DEERFIELO BEACH, FLORIDA 33442 (954) 354-0660 1 ($66) 396-9999 TZAMOENGiNEEpi N GlExpxEss.ccm ENG:NEEAiNGExPREd,s,coM ENGINEERING PW 2 o4`2 All American Shutturs and Glass - 24go Galvanized Steel Storm Panels No 33% Increase in allo"ble stress has been usedin the design of this product - Separation from glazing is not requiRed lot installations outside of wind zone 4 and essential facilffies. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Rated test Toport(s). and is acmunted tot in the engineering design of this product. Wnd Load Resistance This product has been designed to redidit wind loads as Indicated In the open schadulo(s) an the respective Product Evaluation Document Oe, engineering drawing), Installation This product shall be Installed In strict compliance with its respective Product Evaluation Document Q,e angmearing drowing), along with all components noted thatem. Product components shall be of the material spsaad In that pmdues respective Product Evaluation Document (i.e. enitineering drawing). Limitations & ConaVons of Use: Use of thiss product shatl be In shirt accordance with the respective Product Evaluation Document (i.e. engineering dnwWrig) as noted herein, Ali supporting host structures shelf be designed to reslat oil superimposed loads and shall be of a material listed In INS product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for an a site -specific basis by a registered professional engineer, All components which are permanently Installed shall be protected against corrosion, contamination. and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. "! th 0E, 1 2 Frank Sennardo, PE ENGINEERING ExPREssIA kPE0046549 I Cert. Audi, 9895 160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354-0660 1 (866) 396-9999 TEAM 0 ENCtlifl-RINGEMPKESS, CON ENGINEERINGEXPOSS.COM Hj EF T� T,, KI)VT 11-1 1 P SE- F it W. "WIN W I 5ECTIM PL I Q, fau� n ff YALL h6LNT �-�16N .4 ' �HE�. IWAIS Ir 'Ir Cnj_,�t ILJ uLII� IT(, Lu Al A T, Mfg P I 1A 0 �) RUN NMI la CADC. 411 If 2 -31S4a 0 J INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL IN19 POURED CONCRETE� CONCRETE BLQCK A�ND WQ90 51RUrTURES 7, TAP. --1/41 CONCRETE $LOCH ANCHOR 0 IV OC� REQUIRED. 1/4-0 IAPOON HEX HEAD M KTX WAD TEX _;�� 1� 0 REGMIZVO_ ANCHOR w IT Qu� . 6'. " EDGE oFff FROM EDGE OF E. 44- --J I 1 U-SEPARATION 70 GLASS X1.11AIUM POP "o to GLASS. POP RIVEr RIVETINUM It D1 01 MAX, ---I PANEL LENGTH PANEL LENGTH AT. a it I* Mr, 4 "L, rT -.nr a-SEPAPATION 502 To *L* GLAS!L OF OF V c LIM IJ4'0 TAPCON ANCHOR 41 I r D.C. 1/4-0 ANCHOR 0 12- POURED 7- --OLATE U, ftNORM OR RCOUUMM CONCRETE AILOCK RE.R., I heffir SCALE 3/8= 1 SCALE 3/8-1 FLORIDA BUILDING 220E J�.n 919h If.lcIffy 140 one zono)l NOTES:- MIN. PANEL LENGTHI z .1' E, L44 I ri. o.441 i .2m Thtom INC 24 GAGE GALVANIZED STEEL STORM PANEL I . INSTALIXTION ARE ONLY VAUD FOR W, XS40- DESIGN SHALL 13E 2 -6' Tn s, 5 ATE (I 01/27/mb PRESSURE RATING 4C.D p.s,t AND 6'-D' MO STATE of GLOBAL PROTECTION PRMCM, LLC. PANEL LENGTH. 117� �m 2. FOR NEW WOOD FRAUE CONSTRUCTION: WOOD B�,R, ft 3331. 20-115 PINE No 2, W/ SPECIFIC MEMBERS M BE SOUTHERN [4mga-vus, Y., r"-XWA-FV Z DENSITY OF O�55 OR ECIUAL. NALTER I TILLY, I Zvi SHIM 14 OF m . A f ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS �HVHZ & NON-HVHZ) MP MOUNT TIPE AS ROAM., BOTTOM MOUN;�J L (CON N TYPE A REQ'D) R0,3 I MAY BE AT To & Q r-l'\ TYPICAL VERTlCAL'MOUNT"E"LEVATION \1V ILT S, ELEVATION lJLDC6T1ONMAYVA9Yi BOTTOM MOUNT (OONN-/ ; J TYPE AS REQ'D) ELOW CTION) PANHH_f� MAY SEE NOTCHED 115O�L�1111.Ed, W'-2D 9TITCH PRWIbM THAT CONNe,:, M ITHMASHEkED ANGHORGARIE, USTI) WHO CH SATISFY WING NUT$ PA.STENED @ rPANS ABOVE 9 BELOW 635MICTION. OVERLAPS a MIDSPAN t 4PPRORRIATESPAN TAU VERTICAL MOUNT ELEVATION (NOTCHED PANELS) ELEVATION NITS, ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM 5TONIM PANEL SEPARATION FROM GLASS (KV117 , WIND ZONE 4& ESSENTIAL FACRITIES) MAXIMUM DESIGN 'ABU INSI LIATIONSLESS INSTALIATIONSOR PRESSURE TUAN 30'ABOVE GRADE THAN 30'AWVE SILAGE 1-30 -b� 2,16 I� 13DDI. $461. 2.16 I� nqo.� COS. 2.16 t� i tsG�o !rt ./-55 , lusliM ___ " 648 j� , , - - -- 609'. -------- 2�53 I� �f-ao 231. __tJ -170 36A Ift IS 111. 1-90 fl� 71a. &13 in ?M!" i WAN tiLHbULJLt NU I 1. ENTER SPAN SGHEDUUES WITH NEGATIVE DESIGN LOAD 6 PANEL FASTE14ER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE F-09 USE WITH POSITIVE LOADS I ESS THAN OR EQUAL TO NCG_ DESIGN LOAD$. 21 'PANIEL FASTENE� ARE STUDS 41$190 IN CID143UNCTION WITH ALL MOUNTING EXTRUSIONS ('F-TRACK, 571JODW ANO E. ETC.). USE 6,257' OC, PANEL FASTENER SPACING TABU VALUES FOR ALL *H"- AN" ' U',HSADEP5 (INCLUDING BUILD OUT 3, LINEAR INTERPOLATION BETWEEN LOADS 15 GLASS SEPARATION NOTES: I ENTER5PAN SCHEDULE WITH POSTTIVE DESIGN LOAD TO DETERMINIE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROMECTED- 2 _ SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE� OTHERYVISE USE NEXT HIGHER LOAD, 3, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES it; ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES: FAS N13FED IN DE$IGNI DESIGN NOTES, I SCHEPWLE5 J IOSETIVF AND NEgTIV,[TD6B16N IRESSORES �A_,CIJ LATED 8, S F _ WITH,T4 �, EM_ H I BE E MINED PER SE I INGIN N. INAC A T I QEnNNIS wlr� . SU, E U1 IN AOC A WI H 1) CHAPTFPL 1609 OF E 0 RU - 1.0 3E 3 AN E RN VED P W As 11 y 09TEDH, EIN.fORANY A -Ems SH 11 GENERAL NOTES: USEN USED IN THE MEC7 IALL 9EAESPONSUILE ItS DESIGN WHICH )RI N,LI_ se A�Qy� IF ON MAXIMUM TE9q`ED A' lit'S THAT LAB EL Visit ECALC.I '-�F ll� I _- I 1 H V�3-,r , 4- ., I RIOKRN�, &M MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT J_ It 'a 01 IF I Ir I Zr I W a, U. 2L M- 2r 2r 2r �w 22� IT � _R! 1,�, W 31� IV' 31r MF W I" 3X' Bu 'P T..k IiARt 22' 22- 2r It- 2r- IF I r I- 0 r aroaww Ze Zr 24- W 48' W' 291 Ar Ze 4r 30' - Ir ir 23` 2f 25' - M' 2jr IF 2,r 23' 'P'Ao* 1Y.* ze 10' it 4W 211" 4W 31r ST -21, � 22T, -i P 4- _3P 41" s#` 2Y-1 �L v " 33' 57 W sr 5r I W SEN-1 ON K!)M �LMM M kfc.-HCO �N MAkL aN� �5 0�4.TTA NAN �' NUM KM Ar�� MU= �91.10N ��Z Ulm b6TPIL $ASTENIXt . us, 0.., S, -IN" - �M M'KJM� -W, (11 OPT[0� 1CF 0. UQ�ON �IiS -I _PWMU it" PF-It W), ..� ..� S.Cl- i� �_. Q__0NAL INTERIOR EKTENING DUAIL N 9 W1 -PED ir Mo 1,YZ ; 001TOM MOU TO AHM.111 'A'a" M 2 ,,qIONAL EGRESS PANEL DETAIL T OR FASTENING r,� �.Eqt, OF,1AU` THI 4N 1. A-06 TP14,., D�0. JACENT 10 S s A.; ii! _R ig�u T, J u OW < Ln LIJ 41 0 CEO, _61I 21 IaGA_ 4.' TYPI TY P 4i 0.3 I.C114' 14 boC94' 6,094" 1,03c, r- onw Y TG 25 D375"] 062- 2, TYP 1_>_A IN-ILE 7 1380" MAX jL 05 - J -c- , I "I , z N -1i 12.500" PA�NFLL COVERAAG. 4"1,5D, G.3 1) 0, 14�57V PARELLENGTI 1 T 0 "s. 2 1 TY 0 TYR ,,7,,,=, D� L ric U) sULD-OUT 'r 111A MISH�REd W�UHUT -C)O94" - � Ln 5'. 1114' _"G I_GD;', L% leiI TF "F* ANOLE - III< tEXTENDEM r VERLA P I I MAX, A" MAN, DXUJERc_0Wq5 PETAL _L_/ Z _T MAV MAX, rT' LU -OUT BUILD DTSTANCE _c�, �11 nI TIIIY� 'IPWK, , 5 V 1�1 I W 1 9 EMBED 1000, ff ffll 1, 3sZO OVERLAP 15� MAX �4 MIN *'MAX MIN m� 0 1 P F- 1, Tl� TP%P HWW7 0,06UR15 oETALL D w - _ I ! , i 2 ANCHOR SPACIN(3 SCHEDULE: 24 GA UGE RANEI-S, PANEL FASTENERS,- 17,5" 0 C EM am MMINIM Milli! Elt- M� EM MW INIM EM ff,�M Mm lail MIN Mr- lm� 214!' EDGE D19TANCE ANC40R ..Xoma. 49 5� 7Z do, �6x` 8 d.. lz,yl 11'e, _V 17,51, Ido" 25. IZ111 36.V' 14,7" &0" il '.. L" 367 lsx� 1*1" -T`v� 6,r ya-�7 IZ.5' Tda- IS,." 14.7, P. 14 1' E.W' 12, 5" id-W 1*7- .0� J6Z'14.T' �W 32 41 49 - 71 12�5, 16,0, 101, 10.3 S, 1:6.0" U.L�, I'd" UZ 5! 36.0" 14,1' 12�5" 9.7" 5�6" 4215" IG.D" GL7" 50' '11�1: L2151 11-1: 111" ".1" 1.61- 9161� "D.. ':4.' ALS, �sa'- isO, S.I., 5,E- '-s' S W' 9�6-' 5VI Izv� 1251, 12,5 IEx 9.5, 56 a15-2. W6.. 3w. lf"w, �,W, 5�6"l TA,.RFF,.w, 41 40 .-Mmmwle. sa 2 �F".M 1Z,Y. 9, ju.� 9.Z` 1.21511 16,01,19, 1Z y 151`1 12 5' 16.0" =4` 121V 11�la 2 �!7. 16,." lay. IR.5" 15'i 41 MSOIC 48 Ez BB OR- -ii- - L"51 lab" 11� 'a" 1 If 1 t2,5" iSA" V, 5,2541 4 " tFs- 14. V 4;7' I�A� 4-T't 4M" ANCHOR NOTES: LE APPLIES I[) ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVInES ANCHOR $FACIWi. MAXIMUM ALLOIWADMESPAN5 AND PRESSURES INDICATED ALLAPPLY CHI LE aAsrDON PANEL FA57ENERSPAtINS, THE EXISTING STRUCTURE IYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN I $ELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPANSELECF ;EDON APPROPRIATE MOUNTING OONDITION LSEE MOUNTING DETAILS ON 15"ARESTUD USE NEON1 NCTION WITH ALL MOUNTING EXTRUSIONS ANGLE,,r=Tr) USE6,25`n.0 PANEL FASTENER SPACING TABLE VALUES FOR �ERS (INC=Nq BUf-DOUT CONDITZCINS� BE INt7A IN ACCORDANCE WITH MA�UFACTURERV RECE)MMENDATIONS, ID&T S HIA, S�ULCI#ES LLCONFORMTVA5tI1C9OIA.QCH,. ASNT MA L ASACTED IN ANCHOR StHEDWILF. VIENTAND EI)GEMSTANC5 EXF��DES STUCO3, FOAM, BRICK, AND OTHER WALL IES SHALL BE LIMITEDIO 1,14- MAX OR SHALL BE VMFIED BY OTHERS TO 10, WHERE ANCHORS FASI-EN TO NARROW PACE OF STILD FRAMING, FASTENER SHAL� BE LOCATED, IN CENTtPLOFNCM1 NAL 2" X 4" (MIN.) WOOD STU D (Y," EDGE DISTANCEIS AC(:ErrrA§LE FORW= FRAMINVI. WOOD STUD SHALL BE "SOUTHERNPINE" G=L[�SS ORGRFkTER DENSITY, LAG Sm- EW SHAU-1-JAVE PITILL19S PAN HEAD ORHEX READ� it REMOVABLE ATICHORS ARE-- DEWALTPANELMAT�E;ALL�POWTS50LID-SE7F,�,EkRASSBWSHING 12� MACHERESCREWS $1-ALL RAVE III" MINIMUM ENGAGEMENT OF7HREADS INTOTHE-5A8E ANCHOR AND MAY HAVE EITHER A PAN HEAL), TRIUSS HEAD, OR WAFER HEAD CSIDEWALK BECT) U N'Q_ 13 M1%My.11NE,1,1'113 AA EIITTANI�l EDGE DISTANC�.-%l DES STUCCO OP. OT HER WALL F1 NISHES '14: = T2 , R 'MiTt., Y" �A NOT AccEPTAErLE LISEs, -LS. * DIRECT MOUNTING qDNO1710NS- i5_ LINEARINTERPOLATION IS NOTPERMETTED FOR U9FWrTH THE ANCH0115CHECTILES 1-45TFO ON T,16 SHEET r4 U 'O�w LU (n LU -6-F Q) (3) c- c/) -F0 > 0 CD r- _4_0 0 = (3) (L) 0 _0 0 L_ CL Q) 0 0 0 -0 -= = 0 = 0 W 0 0 U_ 0 > Cn -0 (n E 0 0 a ku 0 0- co Z Z W MJ Co >< LL. C)- I -cc C-4 C', CO .!L- cut COD 0' E C-I 0- L) 0 (D W __J SHEET NO. SH 1.5