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HomeMy WebLinkAbout36358 Camp Fire Terc o, 3 N CD i M LID L v cn 0 _N CV cV J L0 co N i o_ N I r� N / N co I M v v (n 0 �t- N c\J I rn N J LO N d N_ I rh i NO N of i r- v 7 0 rn G L Q N O i v Q E 1.2 O E 0 x L v C c J c 0 a 0 J a> LZ r� 0 N 00 cV Obi 45 0 0 0 0 N co N rn CD v im 0-1 w m a� cn INDEX OF DRAWINGS4 SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2.1 FOUNDATION PLAN - LEFT SIDE 2.2 FOUNDATION PLAN - RIGHT SIDE 3 FLOOR PLAN - UNIT -A 1532 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 8.1 ROOF PLAN - STD ABBREVIATION) 9.1 FLOOR FRAMING PLAN - STD 10.1 ROOF FRAMING PLAN - STD AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air 11.1-2 ELECTRICAL PLANS ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius --- -- - -- - - - - - - - AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill 12 ELECTRICAL SERVICE PLAN ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed L1 LINTEL DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle A J (_ r A AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator SN STRUCTURAL NOTES ALTorALT. Alternate FRT Front REINF Reinforcing 7�7" �-r � Y' T J` " �:` ❑� SN1 DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required ❑ C J _ �J ..._ ❑� _- -_ - BF Bifold Door FTG or Ft . Footing RM or Rm. Room T h-: - _ -1- 9 g r 7._ . , , .ram rr.� � . ❑r-s-�?- � I � tr �! , �I ;� , � ._ _r_,_ T S3M MONO DETAILS. _ BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round �T YT J - S4 DETAILS T J_t_J r BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf - T 7- _ —❑ - '` `� TAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC S5 Solid Core - - DE I D T, - ---- - - - - - - BOT or Bot. Bottom BP or B.P. Bypass (door) BRIG or BRG. Bearing C Carpet CAB Cabinet NO nr Nr GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header 141 T—Lin+ uo;,.ti+ SD or SD. Smoke Detector SGD Sliding Glass Dooro SH or Sh. Shelves.- SHT Sheet SHWR or Shwr. Shower m ­0 0;A 1;rk+� 00. RE I _. -_.I_.- �❑ __ _._ 0 0 _ 0 11 1 1 1 I ST SS D1 - STAIR DETAILS RETROFIT DETAILS - - _ - -- _ FRAMING DETAILS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications WP WATERPROOF DETAIL CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir - - CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) PA1.0-2 PRODUCT APPROVAL COFForCoff. Coffered or Tray Ceiling ILO In Lieu Of SQorSq. Square B SH1.0-5 HURRICAN ESHUTTERPROD UCTAPPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage -- COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine ❑ ❑ I ❑ ❑ i 1010 I ❑ ❑ FE1Li CONN orCONN. Connection KS or K.S. Knee Space T8 Towel Bar ❑ � ❑ �� HP❑ � � � ❑ � �� I OJ --• ❑ �� CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered ❑ ❑ ❑ 1 ❑ ❑ ❑ a � ❑ ❑ D - CT or Casement LAV or L L.F.Lavatory TOB o or . Thicken ❑ ❑ ❑ a E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CT orC.T. Ceramic Tile LF or . Linear Ft. TOB or T.O.B.0.6. Top of Block �� ❑❑ luo HE � D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate --- - - - - DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder A DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring UNIT —A 1532 UNIT—C 1624 UNIT—C 1624 UNIT—C 1624 9 U N IT—C 1624 UNIT —A 1532 DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window ---- - -- -- DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Mirror UCL Under Cabinet Lighting UNIT TOWNHOMES- DS DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise D F Decorative Masonry Finish MILor M.L. Microlam V or v. Valve (shower ortub/shower) or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam (A C C C C A) DVP or Q.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT. HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/orw/ With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header FOR 2 STORY HOMES EXPorExp. Expansion PLorP.L. Parallam WHorW.H. Water Heater THIS DRAWING AND DESIGN IS VALID EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 05-21-16 1. 00 NEW BUILDING CONFIGURATION d is the intent of that 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 1 2-2 8-1 7 2.00 2017 FBC CODE UPDATE 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 06-2 7-17 2.01 UPDATED PER F D S REVIEW 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 12-19-20 3.0 FBC 2020 CODE UPDATE Office at dfo reimbursement immediately. No backchgner/E gine will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 02-16-21 4.0 E N G . REVISIONS PER TRUSS E N G . Payments will be made in accordance to the terms of the agreement. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 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 08-09-21 5.0 NEW ELEV. X (ENHANCED) 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 08-2 0-21 6.0 REVISED SOFFIT DETAILS - C.M. the indoor air quality, the effects thereof, for any reason whatsoever. The Designer/Architect ner/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 10-10-22 7.0 REV. ELEVATIONS PER C.M. 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 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. 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. 07-05-23 8.1 REV. LT BAND TO 12" PER C.M. Care and Maintenance Yearly maintenance and inspections by the build imeowner are necessary for the future life of this home. Care ` „ust be taken to check windows and doors for caulking, remove leaves and NIT TH debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. M N Q c�a C � o d� CJ ® f Q'P Cr�9 c eowN --�mx • f6 C 1- Uf 'O O R7 Q rq x 3 0 y N d m � as rs cu _ Cc 3 M N 0 N OO - Cn F• u ' =' ❑- w' - ys >,4 .k= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential7th Etliticn. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WW 0 aPY Y0 Q O n U uNi O N r� o$ �, ® •� 00 N LL' LL H�No� LL a.CC wa ILL LL J Z O0 M Lu mNo W 0 CD ¢ co is Z O N O K O w (h Z U H rp 5 °U OD❑ �r z W MMM � ❑ Z N M v 0 00 Z N Q o a ❑ J o_ r M V) L a Q) o IL w � u O w o N N �ro CJ §c _ 5 _® Q U ii N U) Q N O to, N O .4 w MillM _ Z G o Z `t � LL w� o Zo aR CL o E U oLL Z® oa 0o O E a ¢ p < Qoww �¢ rr C/> C z ¢ m 0 o0 v o U hm Z r m ¢w z z o Z go ci a pOp ao air r~ 23 0 V w a 0 O zl� 4 U C o r > OO ai a� N 1--- C-0 T � N M CC r r 1 C QQ 4-0 1--- 0 LO F-� M LO N `l � CO Q 00 �-- m � o Z E T— m c ca :3 U c a JOB NO: 23-12160-12165 SCALE: AS NOTED SHEET NO. 1 Cn 3 I N P(7 0 cn 0 0 N N m N 0 J L0 N CD rr7 i N L❑ I N N L v v- cn 0 a N N I N J L0 co I co N rM N Iv') N i 0 0 i CN N 0 c d U a� E 0 L C d 0 U J f7 N O 0 00 a3 0 0 0 CN N 0 N 00 rn v 0 w 0 Q Z w ¢ m w 0 cn NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN o d UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 �' U- OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON 0 FOUNDATION PLAN i,- W g W * c a CONTROL JOINT DETAIL SCALE:1 1 /2"=V-0" #5 CONT REINF. ° SEE FND. FOR - QUANTITY ° s ya #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. f . °- TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL I F 6x6 W 1.4xW 1.4 W.W.F. L4v va - d , a d o e v d ° n c d 41 (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 10 A I L 5" L SECTION A -A O SCALE:3/4"=V-0" I I of S-T x T-0" x 1'-0" w/ (4) #5 E.W. A S3 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x 1'-0" 2" 0 SCH40 STEEL PIPE w/(4)#5E.W. w/ GALV. G120 FILLED w/ CONCRETE A A (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" i4'4' 18'-0" l'-4" -4" "I Fein VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C (2) #5's PAD PAD L L S3 2'-0" x 2'-0" x 1'-01, OSE HOSE 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. I I wl (3) #5 E.W. boom— CjI CONDENSATE F CONDENSATE d w -4" ELEV. FIN. LINE 1 ( I I LINE -4" ELEV. FIN. 1 I o CONC. SLAB 2 CONC. SLAB 2 I I ,1' " 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6'-8" 4-V 4„ ■ 03 ■ ■ ■ ■ED El SYMMETRICAL 1 T-4" 3'-8" T-0" x V-0" VERIFY (4) #5 E.W. LOCATION OF /C AC PAD PAD L HOSE S3 2' 0" x 2'-0" x 1'-0" BIB w/ (3) #5 E.W. —ii Fr 51 CONDENSATE -4" ELEV. FIN. LINE 1 CONC. SLAB o 2 J IC1J 6'-8" 3'-10" 3'-10" 2'-8" / -4" PROVIDE 1�RECESS OR _ _ _ _ _ PROVIDE 1 y RECESS FOR _ PRO DE 112" RECESS OR I — F— SLIDING GLASS DOOR. REFER TO — I F �L DDI G GLASS DOOR. REFER T I I 0 — — — I— —I — — I I I � (- SLID( G GLASS DOOR. EFER 0 MASON'S SCOPE 1011 111TH I I L I MASO 'S SCOPE FOR WIDTH I I MAS 'S SCOPE FOR IDTH I J 1 00 00 00 PROVIDE LINE FOR f.0 PROVIDE LINE FOR PROVIDE LINE FOR M I I M I ICE MAKER D1 I I { ® I M I ICE MAKER D1 I I I D1 ICE MAKER I S3 I S3 S3 Ire , 7 rT� �� - I I r, 71 it I I i 1 3Y2" MIN. 3000 PSI CONC, SLAB FOR 7 r I �2 II �� (I HERNANDO COUNTY ONLY. 3%"MIN. s L 2500 PSI CONC. SLAB OVER 6 MIL I I L JJ VISQUEEN VAPOR BARRIER ® I I I I { I { DBL. SINK w/ 00 I I DBL. SINK w/ I I C? DBL. SINK w/ C.J. — — — DISPOSAL _ `o _DISPOSAL — — — C.J. � C.J. DISPOSAL c° -_1 -1 -- - -I — — -(r�-1 - - mr- 7� -i I sill II III III II �� IIII I I III �) II r, III I III, J JII I I I IILJI JIII I I I I III JI` JII L ll=---JL-__J 1 =_ �- I —� __= 1k I A E 12'-52' 5'-10 " 5'- g" 12'-28" ( I 12'-2$" 5'-9j' PWO I PWO In I I Of 0 PWO Id. 3'-1 I L. 13-10" I I I I I I I ILO OL 0'-0" ELEV. I { ® I FIN CONC. SLAB C.J. GG S3 ® 1 I @ FOUNDATION I I I I 1 '-4" I I 2' 0" t 2' 10" ® I I IL JI IL JI i 1 I I �' I I►(' 11 (ELEV. APPROX. F- 1 1/2" BELOW F.F. (ELEV. CAN BE NO IMORE THAN 1.1/2 ■ (BELOW TOP OF — — — L"%-1- EGRESS DOOR (THRESHOLD. FIELD K C14 r iD I I I I GO K (VERIFY N I�� H. H.W��I N PROVIDE 1/2' RECESS FOR � S3 L_ — _ `� S3 Co MAFRONT DOOR. REFER TO I I v SON'S SCOPE FOR WIDTH 2'-104' 2'-104" FM24 FM ■ ® 10 ® 1 I ° 4/ I I I 00 of Ln 4' ELEV. FIN. CONC. SLAB 1 PW01 _ " C.J. 5'-8" r o 1 N J 3' 0" x T-0" x V-0" N L o I w/ (4) #5 E.W. I o S3 S3 "' "' 55 D1 1 o A ch S3 J + i Q "SEE S 3 FOR S3 1 L RECESS OPT," HOSE _ BIB N (2) #5 VERTICALS WIN FILLED CELL--�Z 1'-8" 8'-0" 1 1'-8" V-8" GG S3 @ FOUNDATION 16'-0 -4" ELEV. FIN.I CONC. SLAB 1 C.0 I C.J. _ O I� W N O I I I 55 D1 I t 2'-6" x 2'-6" x V-0" w/ (3) #5 E.W. J S3 (2) #5 VERTICALS MIN FILLED CELL 8'-0" -4- 4-2 14- 3-10 1 I 1 I I o Ell 0'-0" ELEV. I I 0'-0" ELEV. rFIN CONC. SLAB FIN CONC. SLAB C.J. - - -�— I- -I 00 GG I I I I S3 1 I I I 1 I @ FOUNDATION 1 I ( I 1 ° 6'-0" 2' O„ III I 10 I III IL JI oo I I I I L 0o K WH PROVIDE 112"RECESS FOR 1 { PROVIDE tl2" RECESS F R �0 S3 N li AASON S SO OPE FOR WIDTH MASONS SCOPE FOR WIDTH I 2 103'1 I 1 FM24 -4" 0" '-0" 4'-0" / 111-8' 1'-8" 4'-0„ / 0" 0" I 10'-6" 0 00 4' ELEV. FIN. v I I Cl) I CONC. SLAB I I co ® ► ® I I PWO I 2 � o + LU Lo a III C.J. - + _ C.J. _ a N ELEV, APPROX. t I ELEV. APPROX. 1 N I o ® r 1-1/2" BELOW F.F. F 1-1/2" BELOW F.F. ® I ILo ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I MORE THAN 1-1/2 MORE THAN 1-1/2" BELOW TOP OF I I BELOW TOP OF I EGRESS DOOREGRESS DOOR 2'-6" x 2'-6" x V-0" THRESHOLD. I I I THRESHOLD, wl(3)#5EW I o FIELD VERIFY I I FIELD VERIFY I I M —� �— I J N S3 I S3 HOSE I HOSE BIB BIB- 6'-8" L II L 1' (2) #5 VERTICALS WIN FILLED CELL 1' INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENTW/25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Y4"=1'-0" I� o 9 LU ci a c caws <y. W O C'4 tie 34 ro a, d .n H �- c � A C O CV co To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, @ f ti� I• Q E S N U C.1 V N v i V cc N O ' 0�p C9 N L.L l.L -.� e*� M Cn n 0 a> LL W Lu a d_ R C Y J d C7 L- z o F; Z rev OR oo r co w 0 N r- m WU) J z Z w M z 0 O F N O d 0�❑ 'k M z N (� O � z � J r` M N z 0 0 4--J (z .0 w m ca Ln Lu o c� m E m i S y � Y DJ o w M u- o z Q LL cu E z > ry Q p u sLL w' zp t- ro o o o E &< ao g� �zo. wI:, <o pU m� a � m N m ZF Q W a° zz a 0 CID T 9 u N W m i o w< >° C � r > Op -17 CCN F— cs> T ' Coi'— _N CV LM CV ' r Cr � 60 o C0 r r r CV o L0 :L-- M LO C - o CD CV c\I LO Ln C� N �— 7 Cy) O W z E m E ❑ d U -j Q 0 � JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 2.1 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 FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN yj w CONTROL JOINT DETAIL SCALE: 1112"=V-0" t �;';"- • #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" ° CORNER BAR ONE FOR EA. HORIZ. e ° REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 LJ F W.W.F. sk d a _ O d d d o a 6 r la (4) #5 q a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 1 011 I i 1 5" SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N JMIAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN (FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 18'-0" 13'-4" VERIFY T-0" x T-0" x 1'-0" AC PAD LOCATION OF A/C wl (4) #5 E.W. - PAD HOSE L BIB 2'-0" x 2'-0" x 1'-0" S3 w/ (3) #5 E.W. 1 F CONDENSATE ICj LINE OIL 4" ELEV. FIN. 1 o CONC. SLAB J 2'-8" 2 3'-10" 3'-10" 1 6-8" 1 ir PR F I I SLI I MA 00 I L PROVIDE LINE FOR D1 ICE MAKER I INDICATES FILLED CELL WI3000 PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL •! PLACES SHOWN HOOKED FTG. lit I I I DOWELS 17" EMBEDMENT W/ 25" I I 1 I EXT, ABOVE SLAB. GRADE 40 STEEL 54'-4" 18'-0" -0" '-0" 13'-4" 01 3'-8" VERIFY LOCATION OF A/C AC PAD PAD L S3 2'-0" x 2'-0" x 1'•0" H0£ W/ (3) #5 E.W. 5604rBIB 18'-4" T-8" 1 VERIFY AC PAD LOCATION OF A/C PAD (2) #5's 1;�)SE 2'-0" x 2'-0" x V-0" 3 w/ (3) #5 E.W. IU CONDENSATE 7 r CONDENSATE 1 4' ELEV. FIN. LINE I I I 1 LINE }� 2 CONC. SLAB 0 I I 2 6'-8" B -10" 1. 3'-10" 2'-8" . 2'-8" 3'-10" 3'-10 z RECESS FOR — — PF OVII 4SS DOOR. REFE TO 1 r DIN( ;OPE FOR WIDTH I I M SON M I I M S3 I 1 I S3 I L S3 I� 4' ELEV. FIN. CONC. SLAB o J Cn r ri E T p/ El 1 Y" RECESS FOR I — — — PROj ILAWD REF fiG-- SCOPE FOR WIDT I I MA 00 PROVIDE LINE FOR �' J I I �5— PROVIDE LINE FOR ICE MAKER D1 I I I D1 ICE MAKER I r�� 3 2" MIN. 3000 PSI CONC. SLAB FOR I \ j \ 1 1 - I HERNANDO COUNTY ONLY. 3Y2" MIN. 1(TI) �� 11 T I I ( F" � I Cl) I T 2500 PSI CONC. SLAB OVER 6 MIL. jJ LL J lj VISQUEEN VAPOR BARRIER T I " RECESS FOR � a SS DOOR. REFER TO S OPE FOR WIDTH M lC S3 1' 4" D8IBISIBKJ M/ o? I I I DBL.SINK w/ I 1� DBL. SINK w/ DISFMSRDSAL _ C.J. _ — _ C,J, _ _ DISPOSAL DISPOSAL. — — — C,J, I° I11 0 II 0 - III Ili— - —Irk I r 1111 - I I ( I �� II �� I 1—� III` IL JII I I I I I I I IIL- -i 111 I I I 11l L_ -JI I 5'-9g" 12ll I I 12'-2$" 5'- 4" 5'-10z" 12'-52" PW01 I I I I Pw01 I I PW01 ^� I I I I d FD 3'-10" L& 14'-2" IId.1 14'- 3'-10" 1, 3 -10" M 4'-6" 1 ( I 9 I I I I I I OL 0'-0" ELEV. OL 0'-0" ELEV. T I I I I I I 0'-01 ELEV. FIN CONC. SLAB 1 I FIN CONC. SLAB I I FIN CONC. SLAB C a _ C.J• , — — 00I— —1--I— — — C.J_ I — — I I _ ®� _ I I _ _ .J. — — —I-- GG I I GG I I I I I i GG 1 I S3 I I S3 S3 1 I I I I @FOUNDATION 1 I I I I@ FOUNDATION I I I I I I I @FOUNDATION I = 2' I 0" I I 16' 2' 0" 16'-0 6'-0" I I 2' 0" 50 I T ' I I I I I I I� ll I I I 1 I I I J I I I I I I I I I I 1 I I I I^ ELEV. APPROX.1 I I I 1 I I I I I I I 1 1-1/2" BELOW F.F. I I I I I 1 I 114, 1 ) I if ��1) I I ELEV. CAN BE N01 //� MORE THAN 1-1/21 BELOW TOP OF I — — EGRESS DOOR \y `D K I 00 I I I I K `D I \I I \� I THRESHOLD. FIELDI 1H.W /I N I �o I N I� W.H / \ IH /I N K VERIFYI _ �J S3 P OVID 1/2"RECESS FOR ROVIDE 1/2" RECESS FOR S3 t � _ _ �� S3 PROVIDE 112"RECESS FOR I F ONT OOR. REFER TO J RfLONT DOOR. REFER TO ( 1 v FRONT DOOR. REFER TO J -104" SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-104" 1 04" MASON'S SCOPE FOR WIDTH FM24 FM24 FM24 ® ® ® ® ® Im I ® ® F, ® ■ 4- 4" I I I I 1 I I I 4" 11 1.8„14 0 O.10'-6" O. 10'-6" 0 40 -0. 4--0" -oil 41 o I -4" ELEV. FIN. 00 o I 1 o a?co I I CONC. SLAB I `t I I `r 1-4" ELEV. FIN. -4" ELEV. FIN.LOI PW01 I ® I ® 1 CONC. SLAB PW0 I I CONC. SLAB I _ C.J. — — 1 1 _ C.J. . _ _ I = _ C.J. _ O C.J.LO -I - C.J. + o I I o 5-8° 1,4„ °° 314" x T-0" x V-0" ELEV. APPROX. ELEV. APPROJ ® 1-1/2" BELOW F.F. r I 1-112" BELOW Ft ® I i I I � , w/ (4) #5 E.W. I in S3 S3 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 I I D1 BELOW TOP OF I ( BELOW TOP OF I I I i ■ EGRESS DOORoO EGRESS DOOR 2'-6" x 2'-6" x V-0" 1 ,n I 1 1 2'-6" x 7-6" x 1'•0" o I wl (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. I I I o M I I FIELD VERIFY I I FIELD VERIFY co A I I S3 S3— S3 I S3 I "SEE + o L � S-3 FOR _ — — — oo 1 RECESS OPT." J HOSE — (N N + L L - -' Cv BIB S3 S3 4F. HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL BIB BIB WIN FILLED CELL W/IN FILLED CELL V-8" 8'-0" 1'-8" 1'4' 8'-0" V-8" _ 1 V-4" 1 V-4" V-8" 6'-8" 6'-8" A S3 T-0" x T-T x 14" wl (4) #5 E.W. 0 O N CV 55 N Zo D1 � TYP. @ 2-STORY U.N.O. 0 co M T-0" x T-0" x T-0" wl (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=V-0" gn N e o� C2 o L _ � ci a v-, '0 Li c"-®- y Cd ® a. s co _a cc 3; L m l4 � d c a y Q- c � o � U O M 0 N 00 0 t �s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, IBY (�j N C')E N m v 0 =' to Q op rn r• r LL Lau �mv w o aw. m i� o Y J z 0 0 m 0 i� W W W N O J Q �2C1,�rn d m J - z O IL N MZ U = C ❑0❑ W M m Z N M 0 0 Z m N Z n Q J M in ' V! 1 , a o o LL C)SO U O V) N � w o i- w tlllG U � LLi J •'. Q 60 o M M J y Z p S w z Z Q < LL cq C C E U° zo oo w� >N 4ry o o E o <� o� az wo �o g� z B a C m Q) J as Y c mo o LL <w UJ �j F o< z a0 z �z 3 o wFMill ao = zl0 3 C 2 T 00 ui co T CV L CID N '- M LO T N N CEO CV CN �-- O ' 0 -0 c4e) Lo =ate- N 00 LO N CD 00 r ui m N o Z Z E T N B CU CU a U Q p JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 2.2 --- - '. i_-I 411 1� ,..s _.i , Ti�. iii I Yll: iil I i I I - - I OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL \\ WITH 1x8 CAP & 3/4" PLYWOOD CASING (AT2nd DECKING \\ FLOOR ONLY) \ \ C0 \ \ F. FL. _ ----- \ --------a-- -. 18 \ ;- 17 \ \ 16 \� 15 \ 14 \\ 13 \\ 12 11 CONT. 10 HAND RAIL 2x STRINGERS 4 F. FL. JU � I J - � LJ -21 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 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 WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20 X 26 18 J X 25 i S.H. 13 20 X 381 18 J X 3711 S.H. 14 20X501 182'X50 S.H. 15 20X63 18JX62i S.H. 16 20X72 1817X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X381 26x37�q S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27,X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 71 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J 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. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. _ 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 Q U Q :- w U Z W J 0 � w x z F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-14x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 waikline. 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 '/2 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 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. 13'-4" 3'-8" 10 VERIFY [ACC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 6068 SGD 7'-11" M © � M DINING 9'4' FLAT CLG. ® TILE 00 o - Y i0 LO FLRG. LINE 8,-0„ ® czn 10 N C9 a; - ED1 0 M . TYP. U. _. O co (V in STONE VENEER d 16" SQUARE- CMU COLUMN I 3068 5-SH NJ 2468 REF I 6'-7" ' o I O O I cw7 110 KITCHEN Q ' 9'-4" FLAT CLG, m I TILE t SINK w/ D/W DISPOSAL 1 I oo r._ J T) 16" CNTR. AT 42" A.F.F. 3'-8" 0 10 1/2 WALL CAPPED f II UP <V GREAT ROOM 9'-4" FLAT CLG. CARPET 2'-4" 4'-8" -. EN Y 9'-4" FLG. A.F.F. CONCRETE co O f � o - in 00 f 00 HB 00 0 EO ir) 0 CV V-4" 5'-8" 111-81, GG S3 4'-4" ' • T 1 !r �® 1 i G ® Y Cp, `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20 X 26 18 J X 25 i S.H. 13 20 X 381 18 J X 3711 S.H. 14 20X501 182'X50 S.H. 15 20X63 18JX62i S.H. 16 20X72 1817X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X381 26x37�q S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 27,X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 71 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J 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. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. _ 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 Q U Q :- w U Z W J 0 � w x z F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-14x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 waikline. 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 '/2 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 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. 13'-4" 3'-8" 10 VERIFY [ACC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 6068 SGD 7'-11" M © � M DINING 9'4' FLAT CLG. ® TILE 00 o - Y i0 LO FLRG. LINE 8,-0„ ® czn 10 N C9 a; - ED1 0 M . TYP. U. _. O co (V in STONE VENEER d 16" SQUARE- CMU COLUMN I 3068 5-SH NJ 2468 REF I 6'-7" ' o I O O I cw7 110 KITCHEN Q ' 9'-4" FLAT CLG, m I TILE t SINK w/ D/W DISPOSAL 1 I oo r._ J T) 16" CNTR. AT 42" A.F.F. 3'-8" 0 10 1/2 WALL CAPPED f II UP <V GREAT ROOM 9'-4" FLAT CLG. CARPET 2'-4" 4'-8" -. EN Y 9'-4" FLG. A.F.F. CONCRETE co O f � o - in 00 f 00 HB 00 0 EO ir) 0 CV V-4" 5'-8" 111-81, GG S3 4'-4" ' • T 1 !r �® 1 i G ® Y Cp, `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. _ 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 Q U Q :- w U Z W J 0 � w x z F. FL. HANDRAIL DETAIL 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-14x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 waikline. 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 '/2 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 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. 13'-4" 3'-8" 10 VERIFY [ACC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 6068 SGD 7'-11" M © � M DINING 9'4' FLAT CLG. ® TILE 00 o - Y i0 LO FLRG. LINE 8,-0„ ® czn 10 N C9 a; - ED1 0 M . TYP. U. _. O co (V in STONE VENEER d 16" SQUARE- CMU COLUMN I 3068 5-SH NJ 2468 REF I 6'-7" ' o I O O I cw7 110 KITCHEN Q ' 9'-4" FLAT CLG, m I TILE t SINK w/ D/W DISPOSAL 1 I oo r._ J T) 16" CNTR. AT 42" A.F.F. 3'-8" 0 10 1/2 WALL CAPPED f II UP <V GREAT ROOM 9'-4" FLAT CLG. CARPET 2'-4" 4'-8" -. EN Y 9'-4" FLG. A.F.F. CONCRETE co O f � o - in 00 f 00 HB 00 0 EO ir) 0 CV V-4" 5'-8" 111-81, GG S3 4'-4" ' • T 1 !r �® 1 i G ® Y Cp, `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-14x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 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 waikline. 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 '/2 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 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. 13'-4" 3'-8" 10 VERIFY [ACC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING S3 9'-4" CLG. A.F.F. CONCRETE 6068 SGD 7'-11" M © � M DINING 9'4' FLAT CLG. ® TILE 00 o - Y i0 LO FLRG. LINE 8,-0„ ® czn 10 N C9 a; - ED1 0 M . TYP. U. _. O co (V in STONE VENEER d 16" SQUARE- CMU COLUMN I 3068 5-SH NJ 2468 REF I 6'-7" ' o I O O I cw7 110 KITCHEN Q ' 9'-4" FLAT CLG, m I TILE t SINK w/ D/W DISPOSAL 1 I oo r._ J T) 16" CNTR. AT 42" A.F.F. 3'-8" 0 10 1/2 WALL CAPPED f II UP <V GREAT ROOM 9'-4" FLAT CLG. CARPET 2'-4" 4'-8" -. EN Y 9'-4" FLG. A.F.F. CONCRETE co O f � o - in 00 f 00 HB 00 0 EO ir) 0 CV V-4" 5'-8" 111-81, GG S3 4'-4" ' • T 1 !r �® 1 i G ® Y Cp, `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 T) 16" CNTR. AT 42" A.F.F. 3'-8" 0 10 1/2 WALL CAPPED f II UP <V GREAT ROOM 9'-4" FLAT CLG. CARPET 2'-4" 4'-8" -. EN Y 9'-4" FLG. A.F.F. CONCRETE co O f � o - in 00 f 00 HB 00 0 EO ir) 0 CV V-4" 5'-8" 111-81, GG S3 4'-4" ' • T 1 !r �® 1 i G ® Y Cp, `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 GG S3 4'-4" ' • T 1 !r �® 1 i G ® Y Cp, `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 `~I W.H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'4" FLAT CLG. r- - - - - - - - - - ------i I I I I I I LINE OF 2nd STRY. ABV. -*NOTE` I BLK. WALLS ARE 8'-8" TALL FOR "A" NIT 5-8" FROM FRO14T OF GARA E K TYP. @ I I S4 GARAG 8'x7' GARAGE OOR 111 All 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=f'-0" D1 STONE V-8" VENEER 8'-8" 18'-8" _ I in I v 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_ - - - - - � 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4'=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 ! -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES [SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed, or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14, M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 R-30 BLOWN -IN (INSTALL BAFFLES 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. o N �; d CV Y 3 '- ao co W v ':0 CD 0 M 0 N �. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ��n��+t o R 8 "o - y 0 0 +�+ C J # _ J �° u; W B1i �M� 3 w a a a J LD. Z L LL zZ Z Z �oIL Y.fl W 15 00NCD m W ' m Z W N m Z O Z OU ❑❑❑ ui N M 10 o g < N � o � U) V) M � o 4 O�, o �L41)LU � in EOf z� < r N Ol o W w z M 20 Q u- E �o <� ECo ® oa H rCS xo -O &¢ S< ® E �z ,Z h o '� a. m� `! CC: U Oco Z OF Z to 'S go a� d ZU o o w< 0 zk I a d 3 c r > 00 CN rn CV N M CO r r- L CV NT �_ o r O0 m T •- N p � S.� M � Co O C-9 OO r aS N d W 3 c E 1"- c E ll U J Q Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 3 C 0 r STAIR DATA: 18 RISERS @ 7,153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" Zo OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 00 BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ \ \ \ \ 13 12 11 10 9 8 7 6 5 2x STRINGERS CV M 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 184X25J S.H. 13 20 X 38 J 18 J X 37 J4 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 18�X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X388 26x371 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 s 36 J X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 1 X 72 36 1 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 -1 X 25 -1 S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 7'X 62 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. CONT. HAND RAIL 0 F. FL. ,N L 14'-2" 2x4 #2 SYP. P.T. THRUST V BLOCK W/(2)- 1/4"x 3 1/2" 3A ROM EA.. END.c. AND HANDRAIL DETAIL TYP. STAIR SECTION SCALE: 3" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE 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 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1ST FLOOR PLAN -UNIT-C 1624 SCALE: y4'=1'-0" 2ND FLOOR PLAN -UNIT-C 1624 SCALE: y4"=1'-0" R OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 0 +28.3 / -30.8 DO +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 1 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. 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 BOND BEAM HGT. AT 10'-8" •' AT 1�.��\/��Illl�t•/w\•�t.O�l�l MASONRY I I A.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 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 BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C%A a CD LAJ �- "P c �vC�A x .: �LA_ ta- N Cc p , C7 d e c 61 V � cti ee y o� sa � u aa' i y C G `=P, N �- c � co c a w M CD 0 N co N O 9 a- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ;.... ,} I' c EEo S N O GJ N OJ N N (p 0) pV� <n LL LL v N 3 ll7 cn��a u_ w a o- M y x✓ 3Ftia, c a w J U N d a LL U) z rn O OO Y r m V O 0 li W Z w o a o W Q V) 0,J co Z W N O W O W dn' N M Q U cV H Z OU ❑❑❑ b Y W c, Z N M 0 z N o Q n E3 a Ln A � o +_J w O N w o �V)C-) C n c� ) Q co co III, Fr ti Mw M J z 0 S w Z Q � LL iv E ® z o Z z� aN oa ca f- < g w O C O E O � N F O � Z Z It C73 C ¢ o a r m O oii �^ o< �Z Z Jo m<0- Op aw o� z� o wr >o o F ch +_ N r > 00 a; rn 04 i- `° r 11111 N ' L cN LO C6 r N N T CT/ T' VJ co U) m / T r N CN F- O LO CY) L.C) N 04 ` co Q 00 Ln r 1) M w j v- N N 0 o Z Z E T E ti T `m c d U q 0 JOB NO : 23-12160-12165 SCALE : AS NOTED SHEET NO. 4 T I I IF r _. ------- F_F__. I . 1 1,11 �_ I- _T -r r. __ I - i __ - 1ST FLOOR BUILDING PLAN. SCALE: Ya"=1'-0" 0 i�t - O G cc a�..r.�+�p m TG N W C-4 e _ Qy d C= J N � E i 7 CIDa) -CC v cc .. CZ CD 0, .� G CM � y G cc O �r t a M N O N 00 N O O a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' W W o E " C'j r o cm cQ `° 00 '�FA :� N iAN b@ U3 UJ LL J Lo C? cA ^C14 r- -°2 LL w ' NIX 0 C J d Y LL O a u� 13 S 5 Z J O rn O ?`'' �. .0 ca 80 (0 N O m W Q $ (U 0 02pj°' J r w _0 M z Q OU 2 i7 W N O U ��❑ M M M 0 00 Q Q W!!�:;13 N N M Pig 0 LL .-7 V } Of.a.i o `^ J E m l S t � Y (J o Y o Q M M J Z O i W W Z z tcd E O E U Co z o �� o � ¢ m Z. Z z © ❑a F— CO W 0 . o ❑ � E O co ru d t L o 0 O � z z ._ V7rG0< m ¢o pU Nm m� o0 zF QW 0. < - � Z J VS T M OLL �� � F H o W F a 0 zI� ° sr > 00 N F-- ca s ' ce) LO co CV _N N 60 00 V) � T �— N 0 Ln F-� M L0 �j- N o 0 Q N LO 00 �c-- 6 m T N w di d Z Z E T d E U v 6 < c JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 5 I III I , �, I 1 11 111 1] 1 11 kh''�] 11 1 IJ I i I ii I I I I I III I I I C L 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" .-. dLU C L, V c cc cm O x L CD d � Y d• . CL CD C .e"C..• inz 3 3 i '� as d .a i d C O 3 tr •_� A V7 C. C O a v 0 M CV O N 00 N O O J 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, r w i t v o 8 ti v o O cli J � # LL 00 Ul LL V M � rnr­ r'�' LL w i,ti Q N O D_ LU m LL iL o_ U) C7 Z O F• O S O m j,@NCO J Q cn � K LLW0 z 0 o w z OU ❑❑❑ _.. _ W N O _ o 0 � o Q n 13 ,^^ M Z (D o Q1j' � LL .1 T ci3 w m � U � 0 N w o w cis N (ti3 Co i- w U � m °• w E m o ml 61 U o N U) s ® ® CID C9 J W M M � m ¢ o Z Z Q � U- ® zo Zo Q E U o� z zOO od Im- r0 g0 .o CL c3 ¢ G O O � a O ¢o X Z o �w co � zQ w m0 O Q q = U J �z F CZ)'0 CD �i CD m ? <1 4 ¢ dz WF = F CJ LL 2 f- 3 0 J Z w ¢ = � � y O M O� C > 00 4; m N T W CVLO L N C-5 Co T N � N r � � ao 0 r r t;V _ N �--- 0 Irk CM LO C .0 . o CD N LO N LO c.6 00 r ai E w N o Z E T- rn `m c ra E U a a? c 0- -j Q O JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 6 - -- - — - -- 1 � �i .� I ii 11i"A 0au 110 i.i,m:i 1 -T-1 i - i I-- 1 11 1 1 1 - --T CN CND i 0 V O Q N CV Cn co 0 J co N 0 i I N Cr C 0 N CV 1 rn N J L0 N i 0 co N i i M N Csi i 0 C Cr 0 .a c CV 0 0 a E H a E a 0 c J a_ E 0 a U J a� CV C'4 0 00 rn a5 0 0 0 a_ rn C-4 0 0 00 0 0 d 0 z Iyr ¢ m v cn FIBERGLASS SHINGLES T.O.P. - - - s HDR.60 ---- - - - O - O CO OL F.FL. 16" BAND N CLG. HGT. c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 9„ 14 r 6 KEYSTONE DETAIL. SCALE: 1 /2"=V-0" A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" L hJ; a I ❑T _ 7 I 12 12 4.0�— i_� �- ��A �� J �a� ❑'� 4.0 I � . � r'�T J,T T — - _ FIBERGLASS SHINGLES Y � - _ lY a �r 1� i T - -r r �, a 20"LOWER -J - --------------- —----------------W14!IRM---------------------- 1��R —L r - —_ T.O.P. — -- --- HDR MOD 25 SH --- --- -- ---------- -- --- --- --- — -- FO LTU O SHTTE1 ' 1 ' 1 1 , 1 ' ' ❑ RS ® ® (TY i.) 00 ' ❑ ❑ ❑ ❑ o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z T XTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z MOD 25 SH o Z N iv g 16 BAND N N 16" BAND F.FL CLG. HGT d' TEXTURED FINISH s TEXTURED FINISH Fill Fill ze=❑❑❑ d• O � CD ❑❑ ❑❑❑❑ F.FL. -Vn-- -- -- --❑❑ UNIT -A 1532 12 4.01 FIBERGLASS SHINGLES ❑❑❑❑ top ❑❑❑ ❑❑❑❑ ❑❑ ❑❑ ❑❑❑❑ ❑❑-❑❑ PP❑ ❑❑ ❑-- ❑--❑❑❑❑ ❑�o❑❑ ❑ ❑-- �t r ❑-- ❑-- ❑--❑❑ on D�'❑❑11r, _E] ---- --- - - -- L-� -- ---- - -- - - --- -- --- F.FrnL❑❑ 8'x7' GARAGE DOOR 3068 DOOR 3068 DOOR 8'x7' GARAGE DOOR 8'xT GARAGE DOOR 3068 D OR - 8'xT GARAGE DOOR A 8'xT ARAGE DOOR 3068 DOOR UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 9 U N IT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 12 14.0 FIBERGLASS SHINGLES T.O.P. _ - - - _ T.O.P. HDR.- - - - HDR o � I I I I I � � o z_ MOD 25 SH MOD 25 SH 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 MOD 25 SH MOD 25 SH F.FL. --- -N� + -- -- -- -- -- -- -- -- -- -- ----- F.FLIV T.O.M. T.O.M I I I I I TE TURED TE TURED TEX URED �r FI ISH FI ISH FINI H o� iT I I I I I F.FL. L—L ---- --------------------- - - - - - - - - L - - - - - - - - - - - - FYL� ---------- 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheetSN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 rp W 0 y cc Ce CD as 3 cc en H -San a E L3 Q Ch O CV c0 CV rn 0 'a • . i7 o 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. TN E N O (D 1 ? 6 N r s: W dp N ik I1. xyi': V► LO LL to N ° LLL a W Q c a Y ✓ ep J LL u_ a yv _ O Ip C , O 7 t' 7 6s 2 8 K ZC yJ L = N co M O VJ -V W -Z w N Cl) Z U U)F= U Z O ❑❑❑ M � o Z � N Q Q�Q Ln M 4 Q) 0 a a--J c U 0 w o V) Lv N U v, E I....,p C) o • Q W Y ti o J w M U ¢ o Z Q ri Cri E o Q� C o E U n w Za oa Fes— 0. 00 < =,& 4 CD wO o W Z �w c/J no <o m0 p o c oY Z m J `i'm Qz z � Z in 3 09 aZ m <� � aW � o w� >° Mill � o¢ 03 c s r >oo ai m N0 C.0 W � CV N M Co r- " — cv Ln N 60 o E— O LO ;+= M LO .0 CV 0 4 N LC) N T a)T m o Z rri 0 Z E T_ w 2 m c m E U c a Q 0 � JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 7.1 v+ 3 N I N LO Cn v 0 Q N N I Cn N J LO N i 0 CV i M N c[� i M v Cn 0 N rn N J rn N I rn i CD vi En i L 0 C 0 C `0 rh �O v a E FT E 0 x v c J i 0- 9 a2 r7 N O 00 v 0 0 a N CD CV 00 CV v 0 w 0 z lil m l O 00 0 112n CLC A W i" LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN9 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 U a rs c caws SEC CcWW ® w IL c � eo ea ci v cN N O CV 00 N rn 0 A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F. o E C'I M8 p N rn N � m cp � " 7 co 'n 4b d! LL w M 0 3 o a v O 0 0. N t9 M W �r W Fa j Q o rn�°�'°' d z Q L0N Z L 2 ch U u) H Z O U ❑❑❑ o g z o � z � N J r t,/1 M z a--, O N V ' w o N ) f� �Y v c E =� i C) o Q 0 N r, 0 C M M J w Z Z G c E Q O m U oLL wz Z< z0 oa I— ti o E CU &= 4 a S� Q W Z S <o �w 7 J 2 Y m� O F aw c ¢� o� oLL� �z go az w � o MV < r O� a o < 0 3 c o r L 00 2 rn T Nca T_ () ' L CO GV M r N N �— CT 00 m ,— �— CN O L0 += M L0 t= d' N o (=)a LO CD N OO LO T ui m T N y 0 o Z Z E r E �, CU ra a- U _J a Q 0 c JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 7.2 _11-1-1 TAT_rn&_� I --I— --------- 3 N O I N LO O rn Q a N CV I N 0 to c.0 N I 0 cLo N I r7 N c0 I N rn to 2 Q-J N O N CV I rn N 0 tCi N I O CO N I C'4 / H" 0 N Ch O rr> 0 CV C14 N C ca. E E O S L 0 C C J a 0 0 U J a> L- r� cV 0 N 0 C4 ai 0 0 CV O N 00 00 0 0 w cm Q z L,J Q Q m 0 a> 0 NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE IN = 4:12 ICH 0 4'-0" 01 NON -VENTED SOFFIT 4'-0" 4'-0" 4 NON -VENTED SOFFIT 0 4'-0" J 4'-0" 0 NON -VENTED SOFFIT 0 4'-0" 4'-0" NON -VENTED SOFFIT 4'-0" 4'-0" NON -VENTED SOFFIT 00 10 00 NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 SEE DETAIL 55/D-1 FOR 1 I SEE DETAIL 55/D-1 FOR 1 _ SEE DETAIL 55/D-1 FOR 1 SEE DETAIL 55/D-1 FOR 1 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE ( INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE I BLOCKING @EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE 2 N Z rZ1154VIA' 2C4= 2 N Z 2 N��4:12°- n- PI CT H D111 N_ _ N_ = v IU- N = --cr F- N_ _ �f FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4 OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 0 0 PITCH in 10, Wr oll W­ i wo vl',i F PITCH' 400000000000000000000000 :12 4:12 4:12 ' 4:12 ITCH = 1 4:12 - - P TI CH PITCH' - - � 1 = :'ITCH PITCH I I PITCH CN -3 CL °- ---- ---J i----- ----_J t---- ---- -49W -01 2 1 2 DISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT DOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE I 2 PLYWOOD LOCATION. IT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH FIRE RESISTANT NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT PROFILE OF ROOF TRUSS NON -VENTED SOFFIT - _ _ BEYOND - - - - = - - ROOF SHEATHING TYP. ---=---=- ---- - 2x6 - = - - - SUB -FASCIA EXTEND THE (2) LAYERS .. - OF 1" THICK USG GYP. - - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 2 Hour Fire Resistant Soffit 1 SCALE: 3/4"=V-0" Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1 /150 Rule 1 /300 Rule Ridge Vent Amt but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. Total Ventilation Provided by -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ATTIC Upper (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. of Ventilators •.OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. IN. of of ventilation to i of vented IN. of SQ. IN. of SQ. IN. of (SeeElev) • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ventilation vented be provided soffit ventilation Ventilation Ventilation • STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT. required needed required soffit by upper *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 0.0 2.0 (Zone 2) 1010 970 139 485 35 242 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1008 968 138 484 35 242 276.0 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 108 104 15 52 4 26 0.0 (Zone 5) 0.0 0.0 Upper Floor 0.0 0.0 62 60 9 30 2 15 0.0 (Zone 5) 0.0 0.0 -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 09, 2018 Bearing Wall Rating - 2.H R. MenMuaring Wall Rating - 2 MR This design was evaluated using a toad design method other than the Limit States Design Method fa a., working Stress Design Method). For jurk;dkct lemploying the Limit states Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUv7 * Indicates such products shall bear the OIL or CUL Certif icat lon Mark for ju risdictie ns employing the UL -or CUL Cartif ication (such asicarade), respectively. ' TT '}l. tlj IQ a :A aef, jjp a ' t 4 7; i lion o@iQk Section 1. Concrete Blacks* -Various designs, Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. 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 sand to I part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are Ramed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-1/2 hi. Attached to concrete blocks (Item 1). 4 Loose Mason Fill - f all cores aces are filled with loose ch expanded slag, expanded clay or shale Rotary Kiln f rY P Y 9, P Y { P mate repellant ermicuite soot fill insulation or silicone treated eriite loose fill insulation add 2 hr to Process), r P v ma Y I P classification. 5, Foamed Plastic- - (Optional -Not Shown) - 1-1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "EnergyShleld Pro vilall Insulation", "EiergyShleld Pro 2 wall Insulation", EnergyShleld CGF Pro and Energy5hleld Ply Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enver e " CI Foil Exterior wall Insulation" and "Enver e " CI Glass g 9 Exterior Wall Insulation" HUNTER PANELS - Types Xci-Class A, Xci 286 RMAX OPERATING L L C - "TSX-a5D0", 'TSX-8510", "Thermasheath-XP", "ECOMAXcl', "Thermasheath-3", "Dw asheatfi-3" DOW CHEMICAL COT' es Thermax Sheathing, hermax Light Du Insulation. Thermax Heavy out,, Insulation. THE L O h h n T t /P 9. 9 Duty Y 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 (HOP) and TUFF-R"' ci Insulation. SA. Bnildinrg Units -As an alternate to Items. S. min. 1-in thick polyisocyanurate composite foamed plastic Insulation boards, nom. 48 by 48 or 95 in. RMAX OPERATING L L C - "Thermasheath-SI", "ECOBA5EW, "ThermaSase-CI" Indicates such products shall bear the UL or cULCertNlcation Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ast Up .isjj on 2018.04-09 GA FILE NCI. A rVtV 0810 PROPRIETARY* 2 HOUR 65 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. ) (NLB) R 314" minimum air space must be maintained between steel components and - - - - - - - - - adjacent framing (as indicated by dashed tines in sketch). As an alternate to an air space, the steel components are covered with 6` wide batters of 1/2" PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or fun sheets of 1/z" type x gypsum wallboard - - - - NAILS EA. END BETWEEN screw attached to the steel components. i ) TRUSSES Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1/2" glass fiber in stud space on both sides. 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. i- -- SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT PLYWOOD. BLOCK MUST BE Thici(ness: 3-V (Fire) "PITCH CUT" (SEE ELEVATIONS) 11-314"(Sound) Georgia-Pacific Gypsum LLC....................................... 1" DensGlass@ Shaftiiner Approx- Weight: 9.5 psf TO PROVIDE AS MUCH CONTACT Fire Test WH1495-1290, 11-15-94; AS POSSIBLE TO UNDER SIDE fTSDesign GPNVA120U4; OF ROOF DECK. ALL JOINTS WHI AROUND BLOCKING MUST BE WHI495-1295, 0744$; CAULKED WITH APPROVED FIRE 1-28& 30-86; CAULKING. ITS 3160814COQ-002, 8.30-08; UL R2717, 04NK03115, SEE PLAN B-1B-04, UL Design U373 Sound Test: RALTLI0-291.8-31-10 TOP OF PLATE FIRE CAULK EDGES - AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. •d 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN - STANDARD (STD) N C N I` cD -� CD N _ x9 v? no cs in d O. C ca L d C 7 OC • M T C r C5 ®. v 0 M CV N 07> ...� • __ •_ .i rib 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. 4 N IW ,1rri O Om U N ib d. N N m 3 ® co w •� 1n N t` t` N C:)u- d LLI air,v _ a k sitcJ� � j w a 4 0 L� m � Z n J � 'Xr Ts O - -O m � 7 `6 c v O13 Y D /y ,' e L f6 O 3: O (N F M Lu W r- r ',6 W 0 O m Q (� II-- 2 J F �l 4 LL ci to M Z F Z N 00 ❑❑❑ W V M � z N o 0 co O N Z � O Q r N M N W z is LD o - w . cvu - v W C m O to w N (6 rn 1.n U d C) c W � E p 1 I =® N I II O co � OD Y N W o CID M M J �g O S� w Z Q g ri cd E n O E U (p ¢ zo ao z Z. aN zO ❑a wK 20 00 o co L ❑ Qa °¢ wZ _ az w0 l4 m o 0 <� ZZ o� goo man o w� �W sk oz 3 x- o w< ;o a <Mi- c >0 TT ..I. a) rn N Ca 0 Crfl Q� � ' N M LO CO �- =) N N T T' vJ ao 00 T r CV p LO M LO 0 O O O N N Ln T N T ['� o Z E E m a U � Q p (D JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 8.1 -- _ - --- - - - -- - - - - - I IT Ind -. ___T_ I --- 1- - - -� SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN - STANDARD (STD SCALE: Y4"=1'-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY I FASTENERS CONNECTOR CAPACITY FASTENERS SYP I SPF I I SYP I SPF A META12 141U (1) FLY 1450 (2) PLY 1 7 -10d x 1 1/2" 6-16d x 31/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14-16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 112" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18)1/4" x 3" SDS WOODSCREWS AND (2)112" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD313 * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5l8" ANCH./ (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16)1/4"x3" SDS WOOD SCREWS& HDU4-SDS2.5 w/ (10) 1/4"x2-1 /2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 1 990 850 14 - 1Od x 1 1/2" MTW12 1 965 1 810 1 14-1Od x 1-1/2" S VGT - M* 4940 3555 6) / x " D W OD S REWS & (1) 518" ATR EPDXIED w/ SIMPSON T 1 (2) LGT3 16570-M 6960-Fl4730-M 5010-1`1 & (8) 3/8"x5" TITEN HD (2 PLY) or U MGT -M* 3965 3330 (22)1Od x 3" wl (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080 F 3500-M 3510 F �2 PLY) or (60)10d x 3-1/4 SINKERS @ FRAME 14) TITEN TURBO LUGT2 3310-M 4040-F 2920 M 3560-F SCREW-BO LT(or(64)10d x 00EWALT 3' @ FRAME "X" HTS 20 1415 1215 (16)-1 Od x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 1 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 1 510 1 12-1 Od x 1 1/2" HHCP2 1 680 595 1 (20)1Od 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 03-14-22 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 (+1- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY :ARRIER (B (+) 1 OR 2 PLY CARRIER -(A)� / 2 x CONT LEDGER 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. SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108A MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG, (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 a 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 a ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 2r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD l ROOF SHEATHING: { O I I O SHINGLE:'/6" EXP. 1 (24/16) or 1Y32' EXP. 1 (316) r TILE: 1%32" EXP. 1 (Y3116) NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1X32', SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2V2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. Cn N G1 eu ti p N cc s 4 WN]C 03 Ir c a ; vo c en �a a N c F_ ao a n- 0 0 M N 0 N 00 C'V rn 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 Engineers signature and seal. pt iBCi Irv^ J4 "1. W 114 ® ti.y gi cD O E O h N O (coN t` 'n M o CJ /� V O N (p r , 4i J e N Y ffi U) r- l- w w m av ° a � ai w J n. j LL LL U)Z f rl, ,r� V — a Y, 0 0 T c Fa O ❑ ti L N( 7.�o M Lu Q W�ng0, z - IL d � o w N Cl) Z U Z FZ- O U ❑ 0 ❑ �'ihl,: M. 4q �i. W N M 0 00 � o Q Q �. . N dE3 U) N M o X0 w2 � m V O -a) c/) r_L, g w uft 0 .) U U o m r_ 0 w M M y p z _--1 ri ra o_ p E U zo oo wz yro Q� z® od F_ ro o n� &a -o o� zao Cv> E <z �z w= }� L ¢o t0 mo Y z m `j w 002 g o manc a °< �LL az �w � az �w F3 �L V a OU ola 3 c r ;n >0 T CD N ..I.. C� r � N M CO T N NT U 60 VJ'^ ° 00 T �— ,-- N _ .i r N �-- p LO M L0 N O N Ln c6 00 ai E N 0 0 Z Z E T ti CU m a c c d U _j Q JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 9.1 SYMMETRICAL 54'-4" 18'4" 11 18'-0" JUNIT-A 1532 , IUNIT-C 1624 FuNIT-C 1624 I 3 CN cc LO N M a n 0 N N I rn N J Ln CID i O cc I r� N cV c0 LO N LO I— 0 Cr N O .O d- N CV I Q� N J LO 0 N I 0 10 N I 0 cy- C/7 O �C O M N 0 i 0 d E a� E 0 i a c J Cl- 0 C: v J a� M NO c co 0 0 r cV 0 N rn 0 0 rV w CM a z w m 0 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) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. 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 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PL 1795 (2)PL 10 -10d x 1 1/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - IOd x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18)1/4" x 3" SDS WOOD SCREWS AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLT L VGT R/L 2225 1600 (16)1/4"xY SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 - -- N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 14 - 1Od x 1 1/2" MTW12 965 810 14-10d x 1-1/2" S VGT - M* 4940 3555 ( / 'x " SDS WOOD SCREW (1) 5/8" ATR EPDXIED w/ SIMPSON4 T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"xY TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M* 3965 3330 (22)1Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4240 3730 (28)1Old x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500-M 3510-F (22)3-1/4" SINKERS TITEN TURBO & 3310-M 4040-F 2920-M 3560-F (PLY or(60)10d x 3-14SNKERS @ FRAM SCREW-BOLT (64)10d xx 3' @ FRAME "X" HTS 20 1415 1215 (16)-1Od x 1 1/2" HTW20 1355 1140 24-1Od x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)1 Od 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 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 192' OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY 'ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT (B) 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 w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD (+) OF (8) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 10R 2 PLY CARRIER A) � STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. x CONT LEDGER CCc M CD Cz tu a) 00 E LCL "13 L o uLij Lo _ SO co 00 t CN =) cc 10.1 b 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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/16" EXP. 1 (2%) or 1532' EXP. 1 (3V,6) 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 1Y32",SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'h" 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. ROOF FRAMING PLAN - STANDARD (STD Y4 SCALE: '=1'-0" CCA 09/24/2020 [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. n 9 W c m t..2 I I _-FTFri it 1111111111 ,i T - --- -- - i I; 11 11 1 111 r ,P I. „ ,,­ Al. u..,, - I _:, 1 11 i T r- 1 11 r 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 FEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH _?4, FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN OwlEXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P13 PUSH BUTTON SWITCH (OPTIONAL) [B]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER _!a ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR jiL I I I I I I I I I I LAV .J I ti TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I I OPT. LAV LAV I �J I �Li W/C SHOWER STUDOR VENTI , DBL SINK T' W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1 st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP ETER MA N 1�0-200 AN4P I I T /—Serial Cable NEMA 3R Power Co. Feed �\ I -I I_ , #4 Solid COPPER Ground C.O. Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i `� �' WP GFI �ZR'�' P-2 I Q� �I� 1 DINING KITCHEN 1 Ei _J ------ --- - - GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ f FOR OPT. <,/>fi-,FAN/LIGHT r� � I I 1 I I I I DB ENtRY WPo- LIGHT AS b Flo PEAR SPECS DB & GFI TO ----------- BE ALIGNED VERTICALLY 1 I 1 I I 1 �( F1_� C.M 1 UPSTAIRS [ r W GFI @ 44" ` \ W.H. A.F.F. 1 \ 0 I \ IGARAGE I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I � LU 0 I I P I I Q I I (N� I LU ©w I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT -A 1532 SCALE: A"=V-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 -A 1532 SCALE: 4"=1'-0" e 0 -a as a 9 W C t0 W N — Co+% � r.d cxti. M o cu a. • c s 4nC n � M N O N 00 N P * of O �.� •` '0.! - I , �� \lam'- 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 An A111h ` o N O M U N R J ® 09 Y C 7 W N LJL U) u- rM� Z � (N v� w a a J LL 9 j ro�rn 10 0 L (6 q 0 0 m C' ¢ K k, Z _Z Li o x cc N Z ¢ 0LO M U n F 04 d Z OU ❑l I N O o � N U)L/) N (D C W 0 4-, fCS W U O cn �N o � U W J E m i U o W 081 .4 r_ o M W Irm co M Z U E Zo pi;Z Zo 0 E U 0 wz z © 0 c6 ¢ w ¢ 0 o O E 0< <Z 04 ww L a CY < W , m lox Z U o< z go a LL aZ to Wr m Q O a� F F o wF �O OI0 ao 6 U r > 00 11C'-4 I— CU T' N L N M CO t— r N LO N �- CF) 00 VJ m r r N 4-0 M IC N � CD LO N LO AO r iu m � N iii o Z Z E T caa c a E 0 U _j Q co 0 c � JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. I - T T __ T I 1 wl i flit ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) T©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL —� DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I HANSON ► I BOX I I LAV 1---- PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV 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 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 ETER MA N 1 �0-200 AMIP I IT /--Serial Cable 3R Power Co. Feed —�\ Ij ---1— #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. C.O. O ------------------------- OUTDOOR LIVING � n INSTALL LIGHT �� f�> ROUGH -IN FOR OPT. FAN/LIGHT i GFI iM db GFI I DINING KITCHEN 1 FI a GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM >ROUGH -IN\ FOR OPT. 1 CH /\ / FAN/LIGHT � � r 1 I I / 1 DB NTRY UPI IGHT AS 0 GFI ER SPECS DB &GFI TO BE ALIGNED I VERTICALLY 1 w5 o2=) -;wL_ca I I rQFl—j C.M rA i UPSTAIRS r GFI @ 44" ` W.H. A.F.F. ' \ O 1 1 GARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r------------------ 1 I 1 I � I I 10 z I I� Q IQ a I I I0 Q I I�- I 0 I I� W I LU ,J I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT—C 1624 SCALE: y4'=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. — — 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y"=1'-0" �*a �...n � wu o �� ® u Qr c �wCa _ o m r u- t y cc C= N -,g N •d "", N Y d E C m y ar •� u as =dm® a N C o a C4 CD N co N rn O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ;Cgia y�RY O W Q v Eo O M U �_ m p N O) N 0 QFYq 0 J +�., C9 •3 � CO to J r I- 12 W 0 C13J L_ iii 2� O SOD „r @gym L lU V O le o W ) < zm � d W 'a. J W , M Z O F " a o < Eo❑ W z a ZPO CD N z o � J — O- N r N z 0 v1 „, oOva c r U d W m ~ _ EE C) N 0 Q N I� ti J w M J Q � LL C, E O8 CZ za o� Zo zp o a m� 00 o E O °Q o 0 d Z Q p - Z � z <o . Y wM O F FriN J 2 m Q W aS w � z Z O cc 3 az �zi� �w <0 o j ;a V 5 a� r_ o T— .N > 00 N rn Cfl r � C V M r T 04 `n N � 50 '^ O V) m T r r CN 4-1 c1q F-- 0 L0 M L0 d' 04 0 Q N CI M Lo cfl r ai T rn N o cc z E T— c d U J Q J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 11.2 DINING OUTDOOR LIVING OUTDOOR LIVING I111 1 � illl o•. KITCHEN KITCHEN GREAT ROOM M OUTDOOR LIVING ------------------------- V91®La -------------------------- OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING ® ® ® .IN . . BE UD 1� � I I I I � I I r I I I I 17O I I OI I I O I I O DINING DINING KITCHEN I IO I I O; KITCHEN DINING I I DINING KITCHEN I �O I I Ol I KITCHEN DINING I I I I I r---� i I I I i -- I I I ---� i I I I i --7 L—_—J I (ML --- J L --- J GREAT ROOM METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON — — — — — UNIT ELECT. PLAN) -- — — — - - - - - - - - - - T. \ 1-CA�RAG E 1 CAR- GARAGE _ — I \ _ PROVIDE A MIN. 12" VERTICAL - SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES \ 1` \ ENTRY UNIT-C — \ \ 1624 \ ---------------- I I I I I I I I I I I I I I I I I I I I I I I r----------- `----t I I I I I I I I I I I I I I I I I I I I GREAT ROOM ENTRY•' GREAT ROOM NEWS 111i LVLMWAM -1-CAR_QARAGE -'C=EAR—GRAGE _ ­E NTRY — 1624 \ \ \- - - - - - - - - - - - - - - - t r-----�c---------! Lj 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 GREAT ROOM ® �* WN l �0� OWN .;N $04WN Wig : IWO CA� .. • 1-CAR GARAGE ENTRY UNIT-C _ --1624 _ I I IT/ I I I I I I I I I I I I I I I I I I I GREAT ROOM 1-CAR GARAGE UNIT -A 1532 -r ---- --I -- I I I I I I I I I I I I I I I I I I I I I I I I ENTRY I — — — — — — — — — — ® M®. ELECTRICAL SERVICE PLAN SCALE: Aa"=1'-0" N C N � o �Uj r 3 W p c tv N M v x L.L. N C ,..• t0 c= se (A tyN Wf O y .�` 2 w d G w C N Vim. Q 3:cu >v ��tjcu � U d C cn } Cr ? C E � C M N O N OO N O O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 �4sS E O D O O r h (C11 r�� �} (0 _N N O m �i � # ?? 5 ® Y Q1 t J '� � N N u_ v) ai �cnNn'Z�2 L Wa a !.,yam V LL 5 LL- Zom _=oo m. cN (O�Q �_�W72 rn rn — z:h.4 7,, Z W OZ W Z U� H ' z N ("� OU ❑ a a r y W z N O 00 co z w N z � � N M � � a V/ - w u 0 w s V) Ly N Lu 8 = t z U o N o ¢ N o 94I1 MW o (o �' W M M J < � z Z Q � LL N Zo o o } ry Q p EV F� zp oa F @ <o co o E n< oQ cn d I T _ T ¢ p W W K � �C Q OZ 3Qo� m � m v � o< go ( �j A o< az �W m Qo _ of o wY o M 'V ola o r � � 0 T >� ai rn N Ica — CID � d- CV L N M CO r N =3 N 1_�� U 60 T �— r F_ LA-) Q N a CN a) ,6 OO r ai N 7 M N Q± o Z z E T_ N (� m U o c a) d Q JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 12 - - - - - -- - - ---- - , r. a I I I � 0 11 6':i I I I i �� --rnri -ter.:-l.� �._,_� �� � �.::_,_, ,�_ �—r- � �- � � � � � � - �,� - I UOO O O 8F8-1 B/1T 0 oo oo oo 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O 0 O o 8F16-0B/1T ,o Oo o O o 8F20-1B/1T 8F20-0B/1T 9 O �4=<<a� TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH IN. (1) REQ'D GROUT / U = UNFILLED -1/2" a ° R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 81_164B/1T Q a a ° ,'9 z GROUT tNOMINAL. QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT a O BOTTOM OF TOP LINTEL CAVITY NOMINAL- BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS 8c precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical load Safe horizontal load — . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR LIJ Lu \\� C.M.U. 60U(A X m U1 2 Lu W LIJ .. w U) O z o�CL ❑Cn J� LU Q 0 w (n #5 REBAR AT BOTTOM Oo MIN. (1) REQ'D U LLHIr 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications 8RF6-OB/1T ,d. ,d9 O O O, 8F20-1 B-2T 8F24-1B/1T 8F24-0B/1T O O O F LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION r� l r. l 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" � ^ 1 SYMMETRICAL OMIN. )MIN. (E)MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=V-0" SYMMETRICAL I C=1 LLJ O � �., «.0- Cc ZNt W Li 1 N � ,d N y oZ.x C eo O d u a. O C`7 CV O fV 00 CV rn 0 z� 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 beading Engineer's signature and seal. r E 14 v 18 C.,JCo I o U ® aODo w ac L LL VJ �r,rLL w r N vM�w°a �r F_ W LL LL a u' z t� —ern p0 •ter 7 N NCO m Lu 2 co W U) °�' °' P00d Z X 0 u, Z ,, CN Z U H p �n N O U 11 El a x k rf1 18 V M � N M � O N z o � Q ?� J N C7 N z -8 � o v� w � m U 0 LLJ N �• � v ' ZD.2 (0 (% 0 y a C CO ®q� Q N W W C.0 c J z g O Z Q 2 ___i LL a p z0 o� }N Z z© F@ iO o E X U a¢ DU ❑ CO o a o °Q a z C J co ru ¢Z i Y m 0 Z m Q3 H ¢ w Qo U C/) ¢ 2 0 aZ C Q F H O oz� w xF > O v oIQ a o c T +n M W N rn N0 4� T CoLID CV _`� OO 'C^ r T- �— VJCo N O Ln +� CM LO N N Lc� c0 , N t 4i 0 f0 Z E T N m c 0 U J Q 0 c c J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. L 1 -- --- - ',r I - I- - - 1 ii _ _. --_- -T I _ ____�-- -f I I T- I 11-�� IrTnT� li i ___ __ _ � i r i �: i r i i ,. it i;.. i :nr. a _ _ v� 3 v- N cn I M O v cn 0 N c:l I rn N J LO co N I 0 _N I 1'7 CV co I N M _ v l� Ct N cV I rn N LO co N 0 N i M i M N v o- c -L H M CV 0 0 acm E E 0 x v J v J tZ CN C) 0 0 00 a' 0 0 a N CD CV CN M rn 0 0 w cm -M W W m a� v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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)/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE T1311-14. 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 U480TIMES 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-1-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 1 GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. 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 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5. 2. _ SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpgr and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318,1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1 .6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any 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= +l- 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. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS 11 EDGES IN VERTICAL APPLICATION SHALL BE O.C. T EACH SUPPORT. MINIMUMSCREW / ( ) 6 A 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. i- o co y L%j CL. W = m x +r c u- 0- cc a a y C Q ...e N � E� a.) C �odd� c N A- c E 0 co CV 0 CV 00 N rn To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. aR f/f W E 9 N �^' O C) a N N fNl' N r , C. # # 0 4,% _ 00 LL 00 f/1 rNi C) a a } I Q, o d Y 50 bs, - a .0rn L N p O (6 N (O 00 u Q r e W 2 ¢ Z �0 z 00O O W z O U ❑❑❑ W co z N M a g z N a � E3 M U) O 1 l V rL T Co t'6 w - � O w CI U C LU aw a ~ J E .;, = L U o z `) oC=1 w M M J Z o Z Z < L co Eoo C:)- o E U z- wz zo Q� =® oa C, r0 � 00 mw o E OQ< az &z t wS J CO<o mo ? C Y Q Z Jo � C) o a �w m <� E� < F 0 M ojQ a c r FFh > o6 rn CN i- CD r ' L N M CO r N 60 Co T t- CN = a4-+ CV F- O LO M LO C) N O a' 4 N ,,r) Co s- m T 00 TT o Z E T- `m r a 0 _j ¢ o °i JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. r v, 3 NCN I T _ I- 0 v C Cr 0 N N N C, LO co O N i i C1- cND i N LO F— v V) 0 N CV I N 9 LO cn N i o co N i r� M N a; L 0 C a- N 0 -0 c 0 H r%`) CV N v a E F2 co (D E CL v C C J c 0 v 0 J r N 0 00 rn 0 0 0 a. M 0 0 00 rn v 0 w 0 w _ d� M M m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ................L[I:.... :: I. I I 1 i I...... III— ..... l: l x.:l. I ... �-tl.l .. .. . d ..I.[I ... I I: :I ..I.I.... „ 16GAx1-1\2 LONG (3/4 -1 CROWN) .l I .. g�..............LLL:::::::::::::::::: I..::: I MAX l.I I:.I STAPLES @ 6" O.C. VERT BETWEEN .L .. I : 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) 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 00 0 5'-0" STUB -OUT FOR 0 o Cc) GAS METER U O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 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 CELL STD. 90° HOOK BOND BEAM III U) w STD. 90° CONT. #5 BCONT. #5AR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR ( COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfFJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION (T INT. BRG. WALL N.T.S. 1/8" min. 2" ma ) Small gap 2" min. x. � 4 max. Clinch nails when 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, 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts, N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing J for each lapped joist. Odnails 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 —Depth End Intermediate BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500sID 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d _ 6-8d BCI90s® 11-718" 3-16d 3-16d 14" 516d 5-16d 16" 6-16d 6-16d g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer � Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 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. — co to 6„ A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' ry1' .. Any '16 joist Span (ft).. 8 V-0. V-1"" 2" 1 2." 1' 3" V-3'" 1'-7," V-1 I " 4' Z-9 3 ," 3' 7" 12 T-a' T-1°° 1-Z. V, 2." T-3' T-9' 2'- V 2'-11 " 3-7 4, 2' �, . 6-4' 16 T-O" V-1," 1, Z' 1. 2" 1' 7'" 2'-5'" 3'-2° 3'-10'° 4, " 5, i" B' Z 2° 2fl T' 9" V-'I" 1' 2," 1 Z' 2'-0" 3-a' 4'-a' 4-1C!" 9-11" £'-11„ 7'-11" 8'-11" 3-7'" 4'-9'" 5'40 " 7" 2" 8'-' 9-6'° 101-9'" 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. 1Yz" ROUND KNOCKOUTS ►N 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 1 2" 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 SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS DP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FIN1,5H GRADE Backer block (12" wide min.)I— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM • ° . °, SEE PLAN FOR °. a • • FOUNDATION INFO a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p�depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN n d ® d d° l—lr=11! —I—I 11—I C d L` A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �'® LOCATION OF SECOND H10A .° (WHEN SIMPSON H10A , w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION S ° d a ° I-1 I —I i—I dA I;III� ill; -�-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE � PLUMBING LINE I G N 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 d ;ad d° d da G _ d _ -Ill; III —I d I —III ;III - I —I I I— :III, .. 1I- N ° 44 SEE FND. PLN. SIZE & REINF. cn N Iti • G �LU LU o �J t N d Ci �tl o N Q >= E � o 0 CV 0 CV co CV rn 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. � �o¢ o�8 cm O N 8 N m v FA N N toNo 1-, a a aiM7 w _a � a z ti Z ""- - O � N V O _ t"�i i :3 Co N CO m J Q W W o2mrn a J _W rNi Z OU = U to N Q I- O U ❑00 W NN M a o z N Q v N N� z Q) O N —M_ Lij S � w a-- (0 2 z i� 8 C7 ) 0 c `� iu Y m o M M Z ¢ O ¢ w Z z Q --I� (U E Q O V �o 0 o O u'z >o < N ? ❑a FCor131 � 0 0 dw o E3 E ¢ az wo S< az �� am a J ¢o �. m� O� 5to 8 ¢m o� �z Z Qo o � T o OLL LL <20 a W o� �3 o w ¢ d 0 C - 0 0�: sr > co iu rn CU /N�� T a ' L- CV LO r � N N T � 60 o 00 o4-1 �— ,— N F-- p LO :«= M LO d- o (ZD 6 <N N Ln e0 T 6 cu N 0) o z E r `� E d E U J a m Q 0 J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. SN 1 rrn-i�iI 3 N M _ >U v C Cr 0 N N I rn N 0 LO N i N i CN CN 1,10 - to Cr M v C cn 0 0 N tV I rn cV J LO I O cV CD i N v Cr Q 01 C H Q N O i v a E 0 CU E 0 _ 0 C J a 0 v J LZ Io N O Cr)CN 00 v r� 0 CV O 0 00 v 0 w 0 rr w _ M Cn v /-2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1Y-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q w/ R903.2, FLORIDA BUILDING CODE COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl B 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - — — °' 1=1I1=1I1=1I I ° I ,Ti�III-III—' D7158-CLASS G or H, or ASTM 1=1�_�=1 I= P • 1= 11=1 I I-1 {=� D3161-CLASS F, IN ' I=1 I —I I 1=1 ° — — —_ 12 ACCORDANCE w/ TABLE " -,— I . III I 1=1 I =1 I 1=1 1= 1=1 1= — I I �I I' (TYP.) R905.2.6.1, FLORIDA BUILDING —� I I=1 I F=1 I I = I I� VARIES CODE 7TH EDITION (2020) _I 11 �T Il (II I I I II i it I =1 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GIG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P,T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE T 1T-I 00 6 MIL VAPOR I II I D I I —I I t z BARRIER D. 4 11 N —I.' D : 1 COMP. SOIL. I ° (COMPACTED TO 95% 1 1' 11 LI111 I 1 1 1 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" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 8"x8"xl6" 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 LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS, 2x P.T. PLATE TYP ,- ASSUMED FINISHED ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 - z_ NOTE: FOR BEARING WALL N T W/ UPLIFT ONLY __ FRAME WALL TO C.M.U. WALL CONNECTION , rD l SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" d ° 'v GRADE 00 — • — (1) #5 REBAR w/ OPT. T=1 11=1 11=1 11= 11= I I I i= I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 1 O.H.D. RECESS z 13 O.H.D. RECESS M I=T I _I ��TI °° —III==� :. °.. 4 60 1= _ ..a III �II 111=I1 .�.•. II I .I � F ,IIh SEE A/S3 OR J/S6--�i! Il l t l 11 �,lil I , l 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. " MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST 2RY) 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0"(R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I l l 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 s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 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" (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 x x INCLUDE THE WALL x x @ 24" O.C.) 2" 6 W1.4 W1.4 ATTACHMENTS i�" �� 6 6 W1.4 W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN. \ A.F.F. o D , II—=I1131/2"(min.)-4" D q 1/2"(min.)-4" 00 00 3 1/2"(min. 4" � 1 I I ° • —I I 1 I I —I I I— 31/2"(min.) - 4" 1�T=lTI � _ � ems" =1 I I III —I I I- -1 I I�.I I I f 11T�.111=ITI Tf-�-I IZ 1� (2) #5 CONT.I 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL I@ STEP (@ SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY SCALE: 3/4"=1'-0" N� (2) #5 CONT. 14 I ICI ICI I ITfll 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM o END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � P -7-- 0. Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a T e D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a =1 1=1 I=1 I In 25" MIN. LAP [30" MIN. LAP] ¢ — — — — ao w 6 MIL VAPOR BARRIER I ° I �—� _� _ z T #5 REINFORCING BAR R 1 7/8 I I1jI='}11If�1Tf 1111Li11I T #5 LAP SPLICE 111 I11 COMP. SOIL. (COMPACTED TO I I I ° ° I — 95% MODIFIED PROCTOR ASTM ' �_ I TI (—T I= I I�I I= D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/(10) 10d NAILS @ EA. STUD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, J CONT. BEAD SEALk hi INTERIOR M CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S _ 44 00 E: co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 N WWF OR FIBERMESH . d" . 1 K S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 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 00 (2) HTS20 FOR STRUCTURALr BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL o SEE DETAIL 16/D1 FOR w w COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR LU w SIZE AND REINFORCEMENT) o w BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. - _ — _ COMMUNITY SPECS (2) #5 CONT. =III, ON 3" CHAIR (TYP.) S L8" V-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 I �I 11=L I I III — III —III —I ' r 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT ("G SCALE: 3!4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH d rt' E SEE A/S3/J/S6 I 8" l FOR REINF. INFO. J OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. M SCALE:3/4"=V-0" S3 I MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS c� I I TO FOUNDATION PAD _9 CONT. FOOTING STEEL I I MAT REINFORCING. r ' Cl) 00 GRADE 0 • J- w On�� • • • • = zz LL U) "tea FOOTING v BEYOND PAD REINFORCEMENT-1 CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 tiCD CD Zz CP � u•� rc .r a c CM �.M A N �- o a M cli 0 N 00 CV 0 �4.va 3 Al 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 Englnee s signature and seal. xr o N V C, ti i' r C, N O C' C, ' <00 O '5 In co 0)# LL N rn0404 ra LL w w �[ � jl APQ d (0U LL J Z (� O z m c °' o � t w ox o CO o °' Q W cono x O w IL r' O U ❑❑❑ Z z N M 0 00 Q r M � � o +-J LU O—� w o c N C) o CL U' o w M M J m 1 o Z Z � LL E ce E j zo os wz ym a� Da I— r® x 00 CO m c az 0r mo o � om �w p ¢ a g Z O U now co T a z w <o o� �G s� w< ;o M v " F 0. 0 3 r= o r .N > 00 ai m N co co r CV N Ln N V `_ Cr 6 00 0 U) m T r ,-- CN N p L0 <� 00 r j (6 Z E T c a Co t� Q JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. S3 (MONO) b -.4- cV CO I N M ICU C Cr 0 CV CV 0 L0 co N a 7 i N i N r a v- 0 _N CV o� N J LO N i N i M i M N r C) i a Cr 0 0 i PM 0 i v a rn ai E 0 s v G C J i a Q v 0 J a) r7 CV 0 S CN CN \. rn 45 v a 0 a 110 CV 0 0 00 a 0 w x Q m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE —i 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 V4RIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER 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) 10d IL 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. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ,TENSION FROM EXTERIOR WALL ICE OF BLOCK WALL IS 2 1/4" TO DRAIN CL EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERYTHIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a a a d a o 8" STD. 90 HOOK g° 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE W FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR— - GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a e d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 31/2"- SFFA O�w �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP 'a iARAGE OOR 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 S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op 0,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I -- SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV, UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD a 2x TOP PLATE \�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT •L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) —Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2' P SIMPSON SP4 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCKZIP— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) • HTT4 w/ (18)10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) ° o ° • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145#SPF) ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ` • HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ 70(4) 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO P PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: BOTTOM SPLIC • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R.. PLATE LENGTHS MUST BE OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS J SIMPSON C G (P.T. ATE SIMPSON SP4 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF <8„SPLICE STAGGERED G . ' 10d @ 8" O/C SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 ff'.'.PE_ 10 ST �o J M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON ` SP4 / 2X8 P.T. BOTTOM P AT SIMPSON SP2 \-NAILED INTO TRANSOM FRAMING 7 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS `SIMPSON SP4 LINTEL / SP4 IF 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE C ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED FB'IE ANSOM FRAMING o oIN YOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o 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--5/g"X10" J BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. r� C3 . C+ s � � d ?EcC ,= �o 0 � v M N 0 CID N rn 0 t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. u O OE N U N 6 S N v N LL LL tt7 ` u (A u &Mv w w a a 51 mI,LL a ra 113 -o rn 0� 0 t L (6 mot' O Lu 5 O Z 's � Cl) Z U 0 llk 0 N oo00 v M _ � N O �o�2! a WN N M C1 o +� j— OL,,o t/) N t J £ I .. 8; N -.' N O a J Q z Q rm E �o oo >M <N � ® F_ u F � zp ❑ a ra gg 0o o 23 o Ez C'0 o z �o 7 ❑ 0y m 0 OK � � p y U > ¢`8 O g gZ z 10 T w LL a N W o m <� FL o w¢ ;o C11:1 o r N > 00 rn C C� r (3) N M Li� CO'— N N r CT o T C��/ O VJ^ m r r CV p LO +-+ cM LICE -0 C) O � N N Lo Lo cP 00 T (D ECU w N v; o ? Z E T' CU U J Q (13 J JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.G. w/ (2)16d NAILS EA. END. SEE SCHEDULE - RSH ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND MAX. 9" [RSH] - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS AND FASTENERS. (MIN. FIRST 4 BAYS} SEE SCHEDULE - [RSH] - FRAMING SHEET FOR SHEATHING } MAX. 9 UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS 11 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 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) "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 d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING FATTACHEDW/10d END 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 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w! 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD N INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) - 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) 10dTOE NAILS @ i FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN N TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i it�< 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 OFNAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �\ AND 12" O.C. FIELD END TYP. TOP & \ �\ BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS A 2x4 PANEL BLOCKING 48" O.C. FOR 2x BLOCKINGIs 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED �� �� �� �� T 48�� LR2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2 x 8 J BOL @ O.C. 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 SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. �� MOISTURE BARRIER 10dx3" @ 4" 0/G 1/2 x 8 J BOLT (a)32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP "' " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x x INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ • WOOD TRUSSES `o 00 11 00 1f 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 2" . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 607T. CHORD FOR 4 10d & (2)10d TOE • TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2'" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6"' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2) 16d NAILS - 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (b = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL [I,' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 1Odx3" @ 4" O/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) __N� E, SEE TYP. WALL SECTION FOR SCALE: 3/4 = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ............� .....�.,.w 1"x4" MIN. SEE RA/S5 CROSS BRACING DETAIL SCALE: N.T.S. t/ IN 1. UL/'ll\IINV 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES - MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 V' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/G GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10dNAILS 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) l._. `— DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN L iklq INS No C MM 00 WWI MM M NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" Q.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 c�a ® R 'v � co D Y SEC �w_�, E 0 M 0 CV O N v° rn O g {{ s a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. gggg,df y 0 000�0 O N U N.cov �M t„ Ui 0- LL Laua 111 o_ J U. LL. Z Z 0 m o J b o��� ¢ m °i G iil cc J w N OU LO Z 2 N M U 0 F U z O C7D❑ M 00 r; ca VJ 2 41 G, C C-) V O w o � � w to (3 c L c o w Cn fA Y N Q+ o �w o z G Q 0 E e7 =o R�o oLL wz ;M Q� zp as H — �, 0o o a &¢ h z wo Z cJ q O�Y m y m Q W 8 j U JZ c> 1 O O, a M i=�YaaOv C to r > Od T m CN C_ d" L N_ M CO� N 60 o r r r V / m N I— p LO M L.0 d- No 0 N N ,,.n ct� 00 r ui m y N o z z T N c E JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. S5 T-i --- ---- r -- -- t. - r - - SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 'END SHEATHING TO )F BEAM OR GIRDER TE W/ ' O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2x STUDS @ I 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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 uj WEEP SCREED uj INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8) 10dx1 1/2" 1 W 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. 15/32" OSB I �1 EXPOSURE 1 I z II SHEATHING H-x I PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET C II II - II II __jI = It— G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I Tr- (I = 15/32" OSB EXPOSURE 1 F SHEATHING LuSOLID II II 2x to C 2-ji BLOCKING @ ALL C SHEATHING O0 EDGES (SEE III OPENING SECTION X-X Lu III G III okx II II ow II III x E 2x STUDS w III FT I III II II ii BEYOND. M SEE PLAN o III I I I II I II I II II I i zi O II H I —IL_lI _L-1—II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM kAlA1 I r1 r-IIA'rl^kl nIn/1r1eeA "S" = NAIL SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT U4 PENETRATE SURFACE MORE THAN Y". r ? 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 2 ZLL © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ Bid COMMON NAIL. O ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w in O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LL � O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > Q H O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q X F O O U) (n FO MU_ 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w O O ~ MEMBER IF GABLE END c LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". r I S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B. U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TOw/(2)12d COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS 8 O 1 Od NAILS TO TOENAILS EA. END. NAIL FLITCH BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/(4)8dNAILS w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL— TO MASONRY BELOW 7TH EDITION 2020 RESIDENTIAL ( ) HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ 8d NAILS @ 3"AGGERED FOR SHEATHING STAGGERED T ACCORDANCE w/ ASTM D7158-CLASS G or (2)10d @ 6" O.C. FLOOR SYSTEM VERTICAL BLOCKING 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING SEE NOTES: * USE SCHEDULE - [RSH1- ON BAFFLE FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 rc WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO &NAILING SCHED. CHART ON FLOOR @ 24" O.C. BOTTOM OF RIM S6 PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ONLY. (6) 1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & 8 10d x 1 1/2" TO BAND () SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" 0/C I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD WALL PER STRAP FF�p �O CEILING & 8" OIC WALLS WOOD TO MASONRY �N`� 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED @ 12" O/C EACH DOUBLE 2x S.P.F. TOP PLATE ATTACH 2x STUDS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL FACE OR 3-ROWS 12d NAILS TO TOP PLATEw/(1)SIMPSONSP2TYP.@ 1x2NAILER STAGGERED @ 12" 0/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A I- PLYWOOD SHEATHING @WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ ;4; 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL J NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1 (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. + S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d -J F— LL W 3RD LAYER 1/8" THICK. 10d NAILS @ • INTERIOR HEADER: COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 8 O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2 ) 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN ONLY 12d TOENAILS (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C �V DOUBLE 2x • EXTERIOR HEADERS: TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.O.) 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE4. �• • OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. I � SPACER (1) 2x SILL PLATE w/ SIMPSON t BLOCKS LS30 w/ (6) 10d x 1 1/2" EACH SIDE FLOOR SYSTEM 1 ETAL SEAT ER PLAN 1 p 1 OR FELT 2x STUDS TYP. HEADER SUPPORT 1 PAPER FOR TRUSS -NO. OF JACKS & STUDS 1 1 MOISTURE P.T. BOT. PLATE REQ. AT OPENINGS 1 41, ° BARRIER j2x4 RIBBONS �xTF �pFNi FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" " c��R BEAM SIZE EA END EA END EA END EA END SIMPSON GYP. TYPE X" @ GARAGE ONLY) W/ 1 3/8" •� STRAP 1'-4' (1) (2) (1) (2) (1) LSTA30 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9' (2) (3) (2) (2) (1) LSTA30 "T" SEE PLAN FOR REQUIRED 9' 16' (3) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CORNER CONNECTIONS INSTALLATION PER CHART ON FLOOR PLAN BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT rr TYPICAL Trr AND CORNER LOAD BEARING/EXTERIOR FRAME ARCHITECTURAL DETAILS N DETAIL FLOOR TRUSS) o WALL HEADER DETAIL M BAND BAND JOIST TYPICAL FINISH SCALE: N.T.S. S6 SCALE: 1 1/2"=1'-0° �S6 16 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) ILL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. LU AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN, 2500 PSI CONIC, SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 4"to 6" BELOW GRADE MTO @ 4" 0/C, 2 ROWS STAGGERED c �,� N..77 7. d _ ° FINISH GRADE 00 �° FLOOR TRUSS SEE FRAMING PLAN ' F; III =III ==1 71 FLOOR TRUSS 6x6 W1.4xW1.4 I I ° iTj _, '. I= III=1 I - SEE FRAMING PLAN .. �; WEEP SCREED INSTALLED PER MANUF. WWF OR FIBERMESH g A'.. ° I I I=W=__11 �— �— a I �I I I=1 I I III ° rj 1—I I I I� III— — I- 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2 u II O/C FOR THE 1ST 2'-0 OF I I NAILS @ 24" O.C. INTO TRUSS I I —"'— (3) # 5 REBAR ON 3"CHAIR I .'"' STD. 90°HOOK (SEE DETAIL ) END WALL W/ (2)10dx3 @ EA. BLOCKING & MIN. 4" EMBEDMENT W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR MORE INFORMATION REV.03.16.21 SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 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 ° °. a e ".. L —III,; II IiIIiIII Ii IIII ��4={—C AI W/3" ON. 8„ Il 1 �-8�� , jl 8�r I CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 2x BLOCKING HORIZONTkLL @ INTERVALS NOT EXCEEDING 1U-0" (R302,11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r `r WWF OR FIBERMESH .,,4 ° _1 I I —I I I —I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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. FINISH GRADE 00—I 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. ,117a9 ®6"V w � � P O A f/f y Q yC� CV i y'o.'G..Q 4 SCS y N � ca y Ea w a 0 .e.a M N O N co CD CD 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. O N E 0 coco S 6 to �� � ap N � LL - " cYLu .ate � N7 U a d .: C d Y � J LL m i z 'S x Z L g V 13 .� N �s; 1% m L Q _� 22� W o2M jam& W (0 L J m r- z 11L:1515 d O w Z U) Z U H co N O U ❑�❑ .._ ) W vNz N M o 0 z N z � � J d � M U0 z 0 `o 4-J Ca W V OLLI c/1 c N v + Y SJ L� s — E � y = -co 0 co Y N T �m I— 0 J w m M J IrmM Z ° z z Q g LL_ E zo - oo >m Q� p zO FT ro �g 0o o E o &4 SQ em 4 wg iJ < o Y -M O tZ tZ e �� °o< zZ a0 C� z 3�: of J� ti M v ola a0 � 3 c T N oWOO "Cl- co r N L N M C r T N `n N r c:6 00 (f O o N �--- p LO O N N L0 � c. a 00 1� N o Z L9 7 V) 0 z E T- m m E co U c a _j Q JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. S6 (MONO) - - - - -- 1'C, I 11.1 il I I _ r.I�n- v+ 3 N O i N 1�7 Z F-- N `v C v O N N I rn N LO to N i O cp N r7 i N CO N v v Cr ¢Q N cV N J LO N I 0 N I M i r� N r v v' cn 0 0 / Q1 i H Q rO CD a E 0 E O 2 0 c c J c 0 v U J a� L,= r� N O 0 00 rn v 0 0 a M CV 0 N \ ao N M _°jv 0 w 0 w Q m n� v N SCALE: i' = T-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 NOE OTHER l \ 6', / V WAL L J_A '_1 ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT t ' NRS IN WALL I --2x12 SYP BEARS IN WALL I -2x6 SYP / \j 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON 1MTS 12 w/ / / AT STRINGER CONTACT POINTS / \ NAILS) (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 1" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ -2x4 DRAFT RISER AND TREAD STOP / -2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS ' I�//////Zz I �I -I-2x4 BLOCKING FOR 2x12 � I 2x4 PT UNDER 2x12 I ROVIDE MOISTURE \ PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ 4' XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ a' X \ NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' I ' STRINGERS G EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH ` 2x4 SYP BLOCKING FOR STRAP / \ (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLUE \ NAILS) STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILEDi NAILEC / \I ' 2x� I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ 1x4 GLUED AND NAILED TO STRINGER E/ FOR DRYWALL SPACING H SECTION VIEW SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS �7 2x8 SYP DRYWALL STOP MUST �// NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER \ 'OR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE: 1" = 1'-0" SCALE: 1" = T-0" -3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER �C OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL \ / PER CONT \ / V I I _ L- (2) LAYER 4' EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: V = 1'-0" 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO RING 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) u 2X STRING�R 2X BLOCKING SIMPSON MTS12 w/ ' (14) 10d x 1 1/2" AILS \2 D OR 2X BLOCKING 3f�D RISt\-,_ SECTION VIEW "H" SCALE: 1" = T-0" CO", ® c�msc.,.c n- r is y O l0 C7 ovaa� 45 R3 d' G7 .G1 y'a c.ca O � A N n- d � R co CV 0 N a7 O L. 7. To the best of the Engineers knowledge, information and bellef, 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. a � w 0 00 1V 11J J � � 2� ®M) Y � '5 {� 00 N # LL' 1.i. 0 rn fo t` LL W L, "o, v Z _ O ��o =Yo o Y M uj < co C14 f W c r to 0)J Z Z r 00 ci mow LO M Z U H N c Z O U ❑❑❑ W CD V M � z N th 0 0 �N T z g ) � z QM X `L y� JL i cn w O—� w o0 c 2 � ---1V) ' �� Tl9 LlA J r--- — 5 — s I 71, 6 N U)co O � ® o w w z a Lt o w � oo Z Q o. E Z Co i- iQ O g 00 ¢ 00 0.o E I � z{ ¢Z C/3 CID c 4 ❑ q pU .0 o1 Zr m �g ¢w omRON <o CO y'S T ?I LLop aw N lu m p = aw �3 S 0 a VM' zl< 0 z c g T" :n > 00 m r CV N CM Co Ln N r C 50 0 '^ cYi VJ r r 0 Ln a--' M LO �- NN O N N Ls� Cfl 00 r ui E N o Z t6 Z j E T N c m E U) EL U _j Q -r JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. T -- - -iTi —17111" ,i—ram-_. T_ I - - - --- -- - - 1--- DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 3/16" 0 X 3" LONG FURRING " :E\ FURRING 3-1/4" LONG X 3/16"!Z FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO 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 /2„ 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 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. �: x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRIN( END w/ MIN. 2" EDGE DIST. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 2 1 4„ STAGGERED @ 12" O.C. 1_1 /d" IIPTAII x DETAIL / DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR -I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K.) 2 0 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d*ON PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR IN TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL TO FIT ARCH CONNECT W/ $d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 MiL +5^ 11 NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1/4"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 ATTACHE S D PER NAILING SCHEDULE (5)12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL e e r FILLED CELL PER FOUNDATION PLAN ,R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS / #5 REBAR (TYP,) ®® A# 10 �* D. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW-1-AF--I- CONT 2x4 NAILED TO BLOCKING W/2-12d NAILS (**) 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"xl/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.* e . W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" e o D D 1=11 �I 1 == D ° fly - I I 11 fT 'T'1�- 1-7M_ GRADE D. D D 11 l It 1- 1 °. CV q M z \ N 0 (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" �x + �FNCTN + + + + + + + + + + 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 Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT % CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'4') SECTION @ ROOF EXTENSION (�'M SCALE: 3/4" = 1'-0" SS QFF QWPF:T fY) 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 F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: JlY - I z 0 U_ 0 LU 0 Q U_ 0 ,B @ FIRST COURSE d® H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED - AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12' O.C. - w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a. a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° a•" , 'a. OVERRAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" INISH ° ' #5 BAR ° CENTERED W/ e °D 9 H IN TOP o KNOCKOUT/ N :e ° CHAIR BLOCK MONO FOOTING q ° SIZE AND REINF. PER PLAN °, AND SECTION DETAILS , CLEAN FILL DIRT Z STANDARD q a 90 HOOK iv #5 BAR IN _ _•_ _ FILLED CELL , STEMWALL FOOTING SIZE AND MREINF. PER TA AND STEMWALL SEC ONO TO STEMWALL FOOTING TION DETAILS SCALE: 3/4" = 1'-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY /1\ 4G..G 1AI /�l11.1l� % SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N .o tji CO N c m a as �+ Y C E cv.,a CU � IY •� T V) C2-� = E m o cl> N 0 CV co N rn 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 Engineers signature and seal. a a of Sc,4 o v'8��� N r 0 S, LL 3.;04 0 y H U> ��00In rnr-r-01"w' M vv a- a 13 w (a U_ a X 38 • � Z m c c Cc, W IL W Z 'ru N U m Lu Q 0 � o o w � co Z Q U= 'z N 00 ❑❑❑ W CD M � N M o z z Q Q nNn z CDo +� yW w m O—� N w o t � I i ) N M ®® o c M M Z o w Z Z a U_ C Ea = o E V Z o o, z > N Zo oa co - �g 0o g E o a< L m J �oZ ¢ o O O ��w �J W g m 1° Z 3 ¢ b o g Z cn 3 T > o > �< w LL 0 aZ m I zO ¢< >° a? mil �z �a ° 3: c N T 00 a� m ­1" F— Cfl r N CV CO T M LO r N cv r CT 50 a In r r r N 2 •+�+ CV F-- p LO M LO CV C%4o CD Lo cb Q N Ln ai E w N 0 o Z Z c E T N co c a U _3 Q O JOB NO : 23-12160-12165 SCALE : AS NOTED SHEET NO. SS n �:.l z-m trrrirr, I *DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PLAN � SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 CONTINUOUS LATERAL BRACING- NAIL OVER G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING JACK WEBS FOR NAILING SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER USSES HIP WEB SIDE OR BOTH IF REQ'D) G.T CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" (2) 12D NAILS AT 12" O.G. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"= V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. 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 2x8 BLKING. NAILED @EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN ILS SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) SONWHE 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. pg B ­,�r 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 T-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) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 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 AA THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" -/—WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TR SS BLOCKING DETAIL STANDARD HEEL HEIGHT U SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER PROVIDE 25" LAP SPLICE @ F.C. REBAR 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 TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ <- 1000 SQ. FT. OF 24" O.C. FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. Lzz 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O O- I SPLICE O 1 O o O 2-4 SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1F" n (' DBL. KO. BLOCK MIN. MIN. TYP. a El El 24" MIN. (2) 2x8 P.T. ATTACHED IN (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE 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. �i DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" 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" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—\ PRE-ENGINEERED ROOF - TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA, x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASONRY SEE PLAN DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" /7l 1 7.A TrICAI ^ 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 SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE-7 OVER PARTY WALL STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 STEI 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) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER—� 6x6 W1.4xW1.4 WWF. —� w 0 J a MASONRY W� SEE FLOI PLAN FOR MO INI STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IIN. 2x4 #2 SPF P.T. ONT. W/ (2) 1"x3" ITEN2 SCREWS @ 5" 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 JSEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. —7- 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d /—EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA 151 (SEE DETAIL) 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 TOP CkiORD B EACH TRUSS TO LEDGER T"ORD B APPROX. EQUAL AREAS. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) z J ga N 4"x4" INSPECTION PORT. AT -EACH FILLED CELL (TYP.) 0 • • (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPW� SCALE: 3/4" = V-0" REV. 05.24.23 PRE-ENGINEERE 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. CONIC. SLAB SEE FOUND. ,:11►�II��Il,Y•• 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 SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N cz 9 W N 2 w ® 2, 3: � S!d 5. N O N 00 N o `i.ttz c - To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g,, 1 y W n E S N MN8 <o a N O m p LO 0 1 H OMo�3"aa , '', It o s., �` y FR Z L 5 `% O Akco _ Lu W ¢ z in LL 6 � O w W4,r� Cq .. < (o I,- O U ❑❑❑ i.:J M � � N O o Z N z o � J n U) N v �.1 0 LL 4.1 u., y O,, N o � J � t c4 iJ z➢<��i�' I � ¢ N o � w CID M J N o Z z Q ,E zo Wo<� >M Q p oLL z® H PB 20 00 01 E a oQ z w Q� wo C a U m 0 o° m J w1.m Q�<1 NooQ Wz gZ C w <o o w m �w a 0 ° T > 00 a� m 2 �--. N I- L N M CO r N Lo N �_ � O0 �/o V) m r T r (y �.� Q Lid o (=) N 04 Lo cL Q 1 00 6 w � fV a z c z r n B a) d U J Q M JOB NO : 23-12160-12165 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 SEALANTJOT 5) SEALANT FROMINSIDE EDGEOF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING ---� - REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE 114 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING I (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING r \ 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER - SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING 2XFRAMEWALL PRODUCTS DETAILS TILE FINISH 1/2" DUROCK� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) 1'-4" PER PLAN Detail Instructions Refer to the number marked asO# in each detail that corresponds to the 1'-0" PER PLAN 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 SLOPE 8" CMU _�_ 4" OR 8" CMU III a a (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT N 4 ° minimize scoring cuts a a ° 5. Remove all release paper per standard installation instructions and a a 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 SLOPED MUD BED d a H ° VINYL SHOWER PAN I___I a a H ° a°>< SLOPE ° ° < d d a a a a 4 SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER F- I LIJ Q WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General, kxterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing ae described in Section R703.4. 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 water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i = horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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 FFLASHING, SEE FLASHILANGED WSEE INDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and POSE EXTEND A MINIMUM 6" RELEASE DHESIVEASSHOWN) 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 4I < 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. IS O 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. �Ground7 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in quitters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 14 5 1 Nr' i k. I I I I - I O a .ter LU d PLASTER STOP W CONTINUOUS BACKER U ROD & SEALANT W Lu W� W Cl) 0 A U) a FOUNDATION WEEP SCREED II -STRIP OF SAF 1-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL fSURFACE TO TOP OF FLANGE AS AN AIR BARRIER -3-1/2" INCH FLANGE THIS NATO DO Ni DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C'V C= CV � o �• W (, s ie c..) 0 cv "4,m x y..i C LL. p- N C-4 l4 -4C .r N � 4) 0 CJ �x ro im c E M N O CID N rn 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. 5] e =;s Q u V `; o co E N N m N rn O C ik `° 0 w�-. ��� In LL '$:.. IP fir- Ci w N O d w coLL LL Z 0_ Fu O t O 0 O Q W j'cN N _O 00 w 2 M Z U O �p z N F=- O U ❑l�❑ kr *i r W N ch 0 00 Q J V1n W1 ' Z a o ra W Oua o t� . Mw v u.r E �... o 0 ®® N tim o CJD w Z U_ E a o E V =o o wz >m za oa o �o o E o = ao wg 8� �z �w i m J 4o Y m m0 O F aw Qy Z<Z <O o� az N oz =� v zI< o c w > 00 m �-- r � CV M L0 (O N N `� 60 �/� O VJ m T r r CN p LO +-� M Liz m- Co G� LO Cfl <N N 00 LO T ai N rn o z CU Z E r N co a U � Q 003 � JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. W P -- -- - - - - - - - - - , i u, ,, i i i i ioi aui,, an<Irur1o: 11 1-1 1 1 1i-1 7--1- I T_ Mounting BracWs (10 Gauqe� +V2'x4-1 .1'x 2-12' back Cross 5upport See Anchof StfiQdule (May be cut to ff� Right Bracket (116 Gauge) Bolts 112" Dia. A32S GaIv. 9P ITY,P) 00 9145elf-Drilling AtC Witt Bottom Edge Hurricane Strap (Typio[ 3 in f ront) Front Cross Support SeWLockinrg Nurs (May be cut to W) Left Bra cket (16 Ga ii 11114 Self-Dir ill i n g ISK rL m Th ru Brackets & Dark Cross Support Into PC tj nl Bottom Side (TypicaL 3 Each side for hurricane use) urmA-Aur- lsmuun­fa� � on-ILL-11 W1111 c-L Aur Rcdn,� F.Awd Skal Dce�ri�edhd�. Milano neliew fia, term Vey) Florida Deparlmilent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pago 1 of 1 111612021 p2elt rrAlly 9 Due Mr. Irst, Paindim Date Tvire Wrote Maravigglurni, C.""'A rh6ri.er & Licardn, Wildoligitl air V,11dated submitted FOC Appinivad A -roved PRIm Alfirm .,I_ 2020 Smart Vert Ptodiiem, I- Mioh..l Grain- Her- P. Nmao P.E. Lmk. R-dan P.E. 12fl W2020 12/16,r2D20 imono2a Approved C. """; S"T."t"I C"p-me (8771 41-uSB PE-73776 (330300-1800 auntmgary:Prodwslntroduceci�I.R�.1i.f Inf.@sm.rtvant.,cm N_ Technology --itilinix. Mathed: E-1.0- R.Port firma . Florida RegiseraidArchitact or . lJoesneed Florida Prof-swerail Engineer 1,05W-11p, P'00M Quajitv A-rersR, A-d for EA, AD-ved for Use I -act Do,- Is"a # Number or Nam M!, Froduct Pudiddiptlor Date In NVRZ Outside HVH Resistant Pressure 1 140,510 ##1540-511 Dual Funchimi F2dl Vent' otion, Vent �_ 2r 1 131 Y as Yen N/A tlooiiloo 2 SmanVent M= ann' Dual Function F oil d Ventilation Vent 12/310023 Yn Ye N *i�'O 100 5 S hV.ruModo#1540-520 V, 1-1,eid Flood hit 12/31Q023 Y Y.: N YfAA 0 1110 4 Shninvion .1 at 540-5241 No Inaulet.d Flood Vert 12131 M23 Yes Yet, NfA -100WO an: , 5 smariv M do #1 U-52 18&qum: Geroge Door 12131M23 Yes ysai NIA NfA 6 Smarrvain: Model 91540,570 Wood Wall Insulated Flood Vent 12131,2023 Y's Yen NIA �1001_100 I Smrs'V,n M d,l 41 $40-974 14.5&q.dt; Geroge Dom Flood V-1 12/31,2023 y as Yes NIA 141A Florida Department of Business & Professional Regulation P.gal a I Building Codes and Standards 11102021 Product Approval Application Detail Code Elfty o Date Do(. Pat. Fiendina T­ Vorelon Manufacturer Conact Ertahmar & 0- Validated By Wedged Submitted FIRC A-val A-ved stabas Revision 2(320 Droxal Metals I m Jason Shumate Zathiny R. Priest Lack. B-cle, PE. 0&'1012020 GaIDW2020 08,20f2020 1011 W020 Approved Cal.g�; Rooting i502� 203-1511 FE-74021 4.S34.) 300-1800 SubCaleg-ir-. Metal Reding Jh­taQdrs-tcmm Cmapdran" mothoct Evaluation Report from Fherds Registered Architect or a Licensed Florida professional Engineer ELJU8?9.R6 Products Quality Assu- Approved for Us. Approved for Us. IM.0 Dead., $000 Iturn4or or Name Product: description p1ration onate, In HVHZ Outside HVIZ Itashintant Pressure ColdraltVE31)2025 yo, No -0/-180 I Gra cling ssniterns. DMC 1 DONS, DMC 15OSS. DMC 175S. DMC 2008, NIA GMC 5V Florida Departiment: of Business & Professional RegulAtIon Building Codes and Standards Product Approval Application Detail li�. 2 dF4 Code Entity or Date Dole Data pending Padto TV-- Version la-Wherar Cientiii En,W,r&Ld,I, Validated Sir Wanted atubirattid FBCA,,,,-] A,,,v,d Star- Re,Aslch 2020 Tharms-I'm Corporation St eve Jaspers on Lyndon F. Schmidt, RE, Ryan J. King, PE 04115=21 1213IS2020 04122,2021 06fiflV2021 Approved Category: Ertarior Doom (800) $43-7628 PE-43409 (813) 707-6555 SubCalelloniT SsJnginso Exterior Dooridusurriblic,; SJimparsonCthermstruo Conipli-a Method: E-sluation Rop.rt T.M . sm F md. R.gstared Archit.6 or . L-sed Plante Rr.le"oh.1 Engineer FW0468-fttt 04flity-ftyuh-, A-,,dfrU- Arder-ol for Us, ImpaA D,alm, ann" product Q.-Whian edireflarn Wito J., 14VHZ Wand, HVHZ Ro�Wsht pro.a., 1 'ber,Classo and Smocti-Stair Nominal 5&#39 4 &q-t: Impexquot; Op. due 12,3112026 No yed Ycs NIA Cmirpoefte Edge FIbergraeli Single Door (InsivingfOut-mg: X -figistrati-I 2 b. Therma-Tm Fber-Classic end Smooth -sour Nomhal 6039:8 �1.q"dt:lmPactSqWt: Opaque lW112026 No Yana yes WA Composite Edge Fiberglass angle Door with SIdelil,(s) i,m,,in9AO0shg� XO. OX or OXO ­flg�ndloh.i 3 .The,m,-Tru Nominal 6&439.8 8,c..;1mlpad&mrm; Opaque 1213112026 Me Yes Y. NVA Compoetto Edge Fiberglass Double Door with or �i' ah..t SI ".11tes 4in-ingfout-mg, XX or OXX0 ocrigurallmis) 4 d. Thamna-T. Filder-Cl.asic and Snamilh�amr Nominal 8&#39:0 &­t: lmp,O&qu.t; Op. ou. 12/3112023 No Y. Yea I'VA Composite Edge Fiberglass angle Door (1-ingnDurtswing: X configumstion! 5 a. Thmma-Tiv Fiber-Classis and Smooth -Star Nominal 88#39;0 4,quicl;Impaidgilum; opaque 12W12026 No yes Yos 41A Composite Edge Fiberglass Single Door with Side Iftem) finwinglOutswing! XO, OX or OXC oonfigured" ' a I. T1,omm-Tru Fiber-Cliissicand S-noolli-Slar NmnI.atI&# 0&q.dt;IrmR ic&qum:Optqus 12f3l/7026 No Yes Y. NrA Campos .11, Edsi. Rbeags- Squids Coor with or 't -�ithmd sds�lk_ 0-ing/Outs,drig: XX or OXXO Rinligunitims, 7 g, Therma-Tru Fibet,Classic and arrhooth-Ster Nminimul 6&*39 *8 9.qud; ImpoEduot; Glaaadl i2J31)2026 No yes Yes WA Cornpoolte Edge Fibargiass Endo Dom onmmingi(Quitswing; X.onfiguidadih) 8 h, Therma-7m Fbar-Clasele -darnooth-Ster N..i..l 6&#39:8 &qut;lnnp.ct&quM: Glazed 12J31t202S No Yea ya� MIA Composite Edge Fiberglass smile Door with side Ite(s) inmingiOulawing: XO. OX or OXO configuinitimis) a 1. Therma-Tird I'llb-Classic and smooth-aff Nominal 68439;8 &qut:Imrp.d1&qum: GIMed lW3lr2Q26 No Yea Yes NIA Compost a Edge FlIbei-Q!,mm Double Dom viiih or "ithout Sidefites ins,vingfitautswing, XX mCmAQ ­11w,tions) in I, Ther-Tim Fflo-Cla,sic and Smooth -Star Nominal SQuen: Gle-d 1213112(126 No Yes me, 1,111A --rar-Ito Edge Fibongta" Single Door fl-Ingno.ta,ving: X sonfig-Iii 11 it. Th.-.-Tu Fila-Claiusi-nd arlooth-St., NeMI'st 8&#39;0 &mcA;Impam&qum; Glaxod 12J3112026 No Yea Yea NIA Composite Edge Fiberglass Single Door with Sidelite(s) (ImmingiOutswing: XO. QX or OXO configurations) 12 1. Therma-Tru Fiber -Classic and arroah-Ster Nominal 8&#39:0 Glazed! i2J3112026 No Yes Y" NiA, C.mp.lte Edge Fiberglass Double Door wrth or �"Idh..t ad.11t.,i 41-pnouls-wing. XX or OXXO oomfigur"Wriv, 13 Themna-Tru Fibei an d Smooth -Star Nominal 68439;8 &.q=;Irhpaid&qdv; Glazed l2f3l/2076 No Yes mem NZA Molded Ope, Composite Edge Rhargass Singla Door (Ins-arigiiOudawfing: X donlgliratimi 14 r. 7h.-Tru Fib-Ciii-ic and S-th-St.r Norninal 6039.8 SequV:h1paut8Ju*t: Gud 12131f2026 No Yes mes nVA Molded Open Cmnp,,srta Edge Rbalta " Single Door wrih Glazed M,likd open Sd,UW,) (I-Ing"'ut-Ing; Xor OX or 0XD 15 o. Therms-Tru Fitar-Clessic and Smoort-Shor "..me S&A3,13 &qum;Imp..I&qut Glazed IPJ3lt2O26 No Y'$ Yet W Molded open CmV.0, edge nbaghurs Doub Doc, With mwithaut Glued Molded Open SidtNici ilms-olng'Out-InM AX m DXXD configuretions) 10 1p� Tharma-Tru Fliter-Olassic and Smood-Stat I'llo.h.1 S&NMS &qum;lnp..t&quix. Closque 121W2026 No Yes Yea WA Composite Edge Fiberglass Single Doorwith ..Id.d 0"' SidefitanimInswingiOutsalng X0,OX orOX0,0niguratons) 17 d. Thernia-Tru Filb-0maid and Smooth-Ster Nominal S&#39e 4quotimpactAquixt; Opaque 12,31/20213 N. Yes ye. NiA Composite Edge Fllbrst.aa Double Q­Mth or without Glazed Molded Open 5dinifts, lhnswing`Cn?tawing� XX or OXXO configurations) Florida Department of Business & Professional Regulation Fos. I R' 1 Building Codes and Standards 1�021 Product Approval Application Detail Q& Entity or [We Me 0als pardiri. Alga TYD0 Verflol Mailulacture Contact Encilrener& Lkeuse validated BY Validated submitted FOC Anil Approved at=. R-elmi 2Q20 PGT Industries J.- R-ski Miornn� Dads RCCO � CER Mi-I-Ded. BCCO - VAL 11/1 91202D 10426(2020 1 V2 W920 Aplor-d Category; at'"flor, Doors, DMi) 488-0100 (789) 315-2590 Subcalrellefy; $1111n, Exterior Door Aseantoks licamikiQl,gtindustriae., .a.P,.._ . otheid; Cortillotiti,r, M.N or I-nitilli mm "51-R3�3 Piroduid Quality Assurance Approved for Use Approved for Use Impact Delilah Sea# show dir litarn. Product 00SQ'ID0,11 in HVRZ Chutaido HVHZ Resistant itnersai. a Mpad) Vinyl Slid.gGlassEloo, 0411412021 Y.a Y. Yes NA July 17, 2023 P F 71 0"DUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project f.br which you are applying for a Cate gory/S ubcategory Ma nufa cturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTEPJOR DOORS lFiber-Classic IFL20461.1 A. SWINGING ThermaTru and Smooth -Star (NON -IMPACT) +67,,0/-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 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 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psif 12131/2023 Wayne -Dalton ISeries 800018100/8200 #1124 (16X7) FL8248. 11 +34.4/-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 1537� 1 N/A (see inst sht) 1213112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 1018/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 10/17/2023 B. HORIZONTAL SLIDER MI Windom and Doors Series 188 FL15351.1 +55.01-55�O psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30..0/-30.0 psf 1/2812024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5125/2031 C. FIXED M1 Windows and Doors Series 3500 HP PW FL1 7845.5 +70.0/-75.0 psf 4/3012026 PGT Series 5520 FL243.5 N/A 4130/2025_ Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A 1213112024 PGT Series 5500 FL2161.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 NIA 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL1 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12J31/2023 Alpha Aluminum, Inc. S olid and V ented A lum inum S ofnt FL16544 R5 +54.21-54.2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/1/2026 Plyglass USA, Inc. (for Tile Roof)i POLYSTICK TU MAX FL5259 N/A 12/2312023 C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12t3l/2024 Lomanco, Inc DA-4 Exahust Vent FL1 7202A +97.5/­97.5 psf 1211012025 E� ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2025 Boral Tile Saxony 900 FL7849.1,6 - FL7849i,20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DIVIC 15OSS, DMC 175S, DMC 200S, DMC 5V FL1 7679.1 +0/-180 12/31/2025 5. SHUTTEPS A . STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076A - FL1 5076.2 N/A 12131/2023 All American Shutters & Glass Galvanized Steel Storm Panels, FL1 7869.1 N/A 12131/2023 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 FL1 999.1 - FL1 999.4 N/A 12-/31/202.4 MiTek Industries, Inc. Truss Plates FL2197A - FL2197.5 N/A 12131/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infbrmation must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 3 1/2512022 Code EntitV a Date Ril Date Pandina Date Im Version Manufacture contact Engineer & Ucense Valldiateed B Validated Submitted FOCAppmval Approved Revision 2020 Therma-Tru Corporation Steve dtairperson Lyndon F. Schmidt RE Ryan J. King, P.E C7.123t2020 07hZ'2020 07129M20 1011312020 Approved 0 tegiory: Extarlol-Doars (BOG) 843-7628 PE-43409 (813) 767-6555 S:bQ.1a9oV Sviinging Exterior Door Assuarri aI'spereon@th.rrratru­ COM alliance Method E�tuatlon Report from a Florida Registered Architect or a Licensed Ficirids. Professional Engriener FL#2047"3 products QualitVA"Untric Approved for U Approved for Us in Design Ed; Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ 'a an Rasistran r a Pressure r 1 a. Therma-Tru Flider-Classic and Smooth -Star NOMInal 3&#39�8 &quotIrr)pduqt&qui:d: Opaque 12131 J2022 Yea Yes Yes y a A WA N C.mp-lt. Edge Fiberglass Single Door (InevoinglOutsw"g; X configuration) 2 b. Therma-Tru Filber-Classic, and Smooth -Star Nominal 38030� 8 8,quotimpactAquot.. Opaquac 1 W1 12022 Yes, Yes Yes Y Composite Edge Fiberglass Single Door With Sldrs)h.lai) (Ih­in21Ou1*vAnw AO. OX or OXO configurations) 3 c. Tharmi Filoaar-Classic and Smooth -Stair Nominal 68.030;8 &quarimpact9quot, Opaque 1213112022 yess, Yao Yes a Y. C3 Composite Edge Fiberglass Double Door wth or Wthourtsidefito (IrisWIn9f0utsWiAg;XXorOXXQ 4 d. Therma-Tru Fiber,Cliessic and Simboth-Ster figurations) Ni S&N3g;G&qut:IMpst&qut: Opasq- 12)3112022 Yes Y as f*44 Y Y"' A A Composite Edge Fiberglass Single Door = LL. (InswriplOutswrig; X niguration) 7 % 5 e. Therma-Tru Fiber -Classic and Smooth -$tar Nominal $8939:0 &qum.t:Impmt&qwcq: Opactir, 121311'2022 Yce Yes N 'A NIA Composite Edge Fiberglass Single Door vith C' c= Sidislite(s) inevAng/Out-An9l XO, OX or OXO Cq a I. Thchma-Tru Filder-Ciatissic and Smooth -Star confilunihions) Nominal Ba#39:0 tiq-timp-I&Quot: Opaq- 1213112022 Yes yesi Yes /A CL. Composite Edge Fiberglass Double Doo, liath or ,ilhoud Sid.lib- XX or OXXQ configurations) cd 7 9. Therma-Tru Filber-Cladmic and S-th-Ster Nonn I6&#39;8&qu.t;IMFat&quotGIaz.d 12131t2O22 yes Y_ NIA Composite Edge rb.rgl.- Sing]. Do., (Ins"foutsvirinil: X configuration) W a h, Therma.Tru FlIber-Classic and Smicath-Ster Ncmhal 5&#39;8&qUotIrAp;Ct&quot; Glued 121311'2022 yes, Yes Yea; 3 Cc,rnposite Edge Fiberglass Single Dooreirth to Sidefit" (s) (InsWrig/Ountsvongl)(0, CXorOXO configurations) 9 i- Therima-Tru Filber-Clarssi; and ismooth-Ster NOrni'll 68439�8 &cuotlimpactaqual: Glued 12J3112022 Yes Yes Y_ N/A Co. posits Edge Fiberglass Double Door With of With Sidelitera(InswingriOutmingi Y'X.rOXX0 -ut confi urations) g 10 j- Therma-Tru Filber-Oleadito and Smenoth-Ste, No Mna[ 8&#39:0 &qu.t;ImPact&0ucrt: Glued 12,S112022 Yes Yes Yea N/A Composite Edge Fiberglass Sirgip Do-, on.. ngloulswing, X configuration) 11 k Thishma-Tru Fit,er-Classic and Smooth -Star Nominal Glued 1D31=22 Yes Y.. Yea NIA composite Edge Fiberglass Single Door voth Slittlit"(s) (Inworig/Dulinving; AD, OX or OAQ co,figurati ... ) 12 L Thar-Tru Fibar.Chsalo and Smenth-Sbir Nominal Glazed 1213112C22 Y_ Y- Yes NJA Composite Edge Fiberglass DoubL- D,cor Wth or vAhout Sidelitim I[navvinqlOut-irg, XX., OXXO donfigurattiona) 13 in Thamni-Triu Fiber -Classic end Simooth-St2r Norninal 6&039:8 4quotimpre a4q..t, OpqUe l2i31f2C22 Y.. Yes ye. NfA C-la-ft. Edge Fibargfi-Single, Doo"Ath &qmt;Non-I mpact&q -1: Sidefitals) �Inawri ploutswing; XO. CX or OXO cordel urarti,ons) 14 n. Therma-Trul Fibe,r-Clauusi. and S-th-Str Nominal 6&#39:8 4liquoLlimpedur%qued, Opacirje, 1243112022 Yes Y- Yea, NIA Compoute Edge Flbengl.iss Double Doer i,,kh &quot,NoI.Impact&quot, Sidelitem (InsamingtOutsviing; 0.0 _11g.'etion) is o. Therma-Tru Fiber.Classic and Smooth -Star Nominal &&#3S;O&quot;IMp@ct&quol: Opaque 1213112022 Yes Y Yes NIA Compo5ite Edge Fibenglasis8ingle Door with squot: Non-Impect&quol; Sidelite(s) (Inavkg1O'ts"!`g XO 16 p. Thermi Fiber-Oaselc and,Smocith-Str N-Inal paque" 1213112022 Yea Yes yes NIA Composite Edge Fiberglass DoulaI6 Door with &qtuot; N I n-Mrsacti1quot; Sidefirtes (inaminglOutsving; 0M."figunation) 17 q, ThDima-Tru Fibor-Cfassic and S-th-stu Nominal 0&#39;5aquo1;Non-Imp%d&quet: Opaque 1245112022 yeas Y.. No NIA Composite Edge Fib"Isres, Single Door (InsvonglOutswing; DO corrifigirratinn) is r Therma-Tru Filosr-Classr and Smooth-Ster Nominal 69#39;8 &quotNon­Imlpac*uot, Opaque 124,W2022 Yo. Y_ No NIA Composite Edge Fibegladassingle Dwr With Stool "(s) (Inswir,glow ing: Kai Ox or OXO .Ili g urati.n.) 19 a Therma-Trut Fib-Cl2metc end Emooth-Star Nominal 6&4*9;8&quot,.Non-Impoct&quct Opaque 12/3112022 Yes, Yes No NIA Composite Edge Fiberglass Double Docir With or wthoat Sidelites �Jne,%ang1Outsnhsn9. xxtor 0YX0 configurations) 20 1. Thermi FildenCt-iC and Smooth -Star Nominal BM9;0 &quctNon-Impact&quot Opaque l2f3l=22 Yes yas No NIA Composite Edge Fitterglass&SIngle Door iinsimny"Outswing: X configuration) 21 u. Thorma-7m Fibear-Ctadssic and Smooth-Ster Nominal a8#a9:0&quotNon-Implect&qucit. Opaque 1213l/2022 Yes Yes No WA composite Edge Fibicrghas5Single D­Wth Sjdclqe(s� flnsMWCWewnlr XO, OXior OXO conficurational 22 v. Thsann.-T,u Filb-Clandoic and Smooth -Stan, Norniral 8&#39'0 Opaque 12GI t2O22 yes, Y.. No NiA Composite Edga Fiberglass Double Door vAth or Without Sidelites (IneviinglCutswing; )O(or CXXO configurations) 23 vv. Therimal-I'm Fibiar-Clstaso and S.-th-Sta, Nominal 68#39,8 &quoI;Non-Impatx&quot: Glazed 12J31= Yee, Yes No NIA Composite Edge Fiberglass Single Door /Ourhavirrig X configuration) = 24 x Theima-7ru Fi ber-Classic and Smicath-Sthar WS98 &quixtNon-Impact&quot; Glazed 1MI12022 Yea. Yea No NIA Composilz, Edge Fiberglass Single Door vAffi SIdelmi(s) InsvAngfOulh;Wng; XO, OX or OXO configtirations) 25 y. Thwma-Tm Fiber-Classicand Smooth-Ster Norhinal 6&#39,8 &quot�Non-Impact8quort: Glued I MI 12022 Y_ yes No NVA Composite Edge Fiberglass Double Door Atli or Wthoul Sidislises (InsvnigtChutemang: >V, or ()XXO configurad-i 26 z Th...-T,. and Sm-th-Star Nominal 894a).0 &qu.d;Noh-I,-1.qt8qu.t; Glazed 121SV2022 Yes Y_ No NIA Corriposibe �idgei Fiberglass Single Dow (InsvAngfoutsWrig; X configuration) 27 za. Therima-Tru Flber-Clissic and Smooth -Star Nominal 8&;U3g,0 &quot;Non-IrnIp&ct&quot; Glued I MI f2022 Yes Y_ No NIA C;-p.'jt. Edge Fiberglass Single, Doc, win Sidcldet�j 0 nsviingtO utevi rg; XO. OX or OXO co,figur"tioni 28 zb Th.mn.-Tru Fib-Classi.surd 8-th-8fis, Nominal 88*39:0 &qu.tNn-IFssct&q..t; Gazed 1213112022 Y.. Yam No NIA Comp"itta, Edge Fiberglass Double Dc,or vith or Without Sidelites (Insvang/Outawng� )O(or OXXO titinfiguratims) Florida Department of Business & Professional Regulation Builcling Codes and Standards Product Approval Application Detail Page I m2 lAd202i Coca Entity an Date flat- Data Pandrea Me Tv"s. V,,!, Manuilladl., E-i-er & Licarmi, Validated jX Validated itubrautted FBC Approval Advainve Status R"ialm 2020 MI VV.d-e and Doom Inint Sitinger Lula tocart. Lomas 0- M. Unkh. RE I lVD812020 ioloer020 101W2020 l2f15/2020 Approved Category: Exterior Doors 017) 365-S300 PE-62514 �71n V7-8454 SubCatengory: Sitting Extorlof Door Assemblies bsitil,gstgnihid.com compliance Method: Evaluation Report frolin a Florid a Reg Wered Arohlbi or a Lican sent! Florida Profesmocal Engineer OM)IltVAS$UtWee Approyied for Use Approved W use Impact pension a.- mil or liburn, P,ad,,t Clinimlytiori Condrapt ExturatIon Dole in HV1Z Outside Hv R"IsOnvil laressur 1 M"MINURA EGO 55RIES 420 ALUMINUM SGO OXO 12131P2024 No Y. N. NIA 145_3/4&quoLx8Q"dL NON-REINFORCLO 2 SERIES 420 ALUMINUM SGD SERES 420ALUMINUM SGD OX. XO. XX 1 W31,2024 No Yes No NfA g68cdct:X6O"uot; NON -REINFORCED SERIES 420ALUNIINUM SGD REINFORC'ED SERIES 420 ALUMINUM SG 0 REINFORCED OXO 1W112024 No yes No WA 145-Y4&qu�t.98&q. ot 4 $ERI0 420 ALUMINUM SOL) REINFORCED SERIES 420ALUMINUM 800 REINFORCED OX 1213112024 No Y., N� MIA XQ. XXU6&quo1.@QsqWdt; 6 SERIES 420 ALUMINUM SC .0 REINFORCED SERIES 420 ALUM INUM &GD REINFORCED XXX 1 V31120124 No Y_ No NfA 1438,quot; Sil&piot; Florida Department of Business & Professional Regulation Psg, I cf2 Building Codes and Standards 1/912021 Product Approval Application Detatil Code Intity paw Data [late Penidlait pan, WE%mr, Wamulaisturnnn E-treer& L-,,-o vold"I'd W Validated Submittod FSC Approval A -rave, statu Ra'ison 2020 Wayno-Dreton. a division of Overhead Door Dwayne Koml,ill Jelin E. So�dhm Jelfirdy P. A reach, PE. 1 0(l Y2020 olans�020 1M3t2020 12Y1 _542 020 Approved Corporation (330) 76 -8121 PE-5173T (WO B71-5200 Cloory: Extend, Gems dionnIshew.yri-istoric Subcategory: Sectional ExtQrlv DodAasishbli.i, am Conal,113111to Method: EYaUsidmi Report IM a Flondo Regl.hadl U-sed Florida Prorossional Enginneer FLeuaE_R2C Prodlut. Quality A -Min, Appro�lfmtleo Approved for Use Im ... I Deal- 300 Product Model, Number or No.. Prgd!Acl DidicrIptlon CmaaS1_Fx=n Dets In NVHZ Outside HVH R.shitana Pree.... D 8000/810018200 #1105 9030: M.ie iddh 14&939t M.� halght. ClazlIg 12131 No Yea Y" -3 1 ON 35.00 sty table In too or Intermediate WNW 10 8000yel 0010200 #1121 1 Q=9. Mai 14&#39z Me. h eight, Glazing 421310)20 No Y.,, Y. -30 00133.60 levalleblis in top or intermediate section 11 800014 IOOY6200 01124 Max width. 148439: Max Wort, Glanna 12131/2023 N. Yes Yea -34 4G/36,30 ,,,allable In top or Intornimlato tectim Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail .Q9d!t Edity , Type Verslo Msidwitachr Contact Bnalnaer& Licendo ReMsion 2020 Curries Division Q1AADG. Init. Tom Ri,llry UL LLG Category: Exterior Door. (641) 4.94-2813 Subcategory: !E�Uirw Door Comiminand. torn-latlOyCinseastiloy.to Coonplhem. Method! Cenfrospor, Mark or Linting in FLAIJ 1W.118 ProdgZii see-9 Product fil.d.1- Nuernitior . N&L. Product Dersorlirtiori 1 607, 707 72r. 747,757, 777, and 847 Single and Pairs a Flush. Glazed, mid Lc ..... d single and pairs or Di holl- Metal doors. Page I cf 1 115=21 R& Data Igal, pandireg Date Validated BV Validated 4"Itted FSC Approve[ AgprgYll ataft's, Troy Bishop. " E 12M 0/202D I MIM20 l2j2lnD2O Approved (954) 947-0880 Quailty Ashruararic, Approved for Us. Approved for UH impact Dosign .I= In RVHZ Outside HVHZ Resistant Prisa­ 12131�2028 Yea Yea Y.� N/A Florida Department of B u siness & Professional Regulation Page 1 2 Builcling Codes and Standards Product Approval Application Detail Code, Emily or Data Data Data Rendina Date YA= M,nularcherm, Contact 21QlI1itLLIJ2= Validated By Multi! PSCAtsyroval AWILUM 2= R.,As,. 2020 Mi VArd- and 0,, grant Stringer Annon-I Anahled.ral stavar, M. U'ler. Re 11/1 V2020 11/17M20 1 1n7n2(O20 Appn-d Category; Wndods (717) 365�3�00 Manufacturers Association, ('717) 317-8454 subcategory: Sing 11 Hung lbsittinparpmilud amn Comialleara. Method: C.1111116. Mark or Lld",!; Quality Assurance Appro"d for Us. Approved far Use Impact R191911 =1 Martel Nurilgar�1 4,me I, WHZ Outside HVHZ Resistant Fneuarre 2 5202 Fl.,Fang, F.M. IG/SG Single Hung lciWaO23 No Yea No +601-60 L-inel.dil Glass _*­1` -Cu a) L) ca. Q_ C- 0 0 cu 0 -0 Cn cu 0 -cu 0 = 0 CU 0 .0 E CU LL_ .+- 0 > E 2 0- C_ 1-- CU -0 _CFoa C/) c- < Z Z W mi Cn E =:3 W cu CC > 0 > L_ C�L 0 0_ 0 C/) CU M < -0 0 W < SHEET NO, PA 1.0. -0--o I (2) (1) I _c-_ I W -M (D -+�- Florida Department of Business & Professional Regulation Page 6 a 9 Florida Department of Business & Professional Regulation Page 1 at Florida Department of Business & Professional Regulation Page I art Florida Department of Business & Professional Regulation Page I at I -0 > = Building Codes and Standards 1 r25M22 Building Codes and Standards 115)2021 Blakfing Codes and Standards 11512921 Building Codes and Standards in Ti2n 23 =3 2 2—_0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail Q) a— = 0 0 1 . , ,I, � " � - jj "O - '_ , I I- " r, I 1� '. .I , � I -1 ­_ ­­ ­1 ­1 � , I , � e " �' I - I .- til"I'll" ..;;;;; _ � ­ � I - - Code Entity a Date Dote Date Pending Date . �_ - . 1_.. I I I � �' jV_j I Version Manufacture contao, Enarmitur & License Validated Validated SubriliTtled FBC ApproVal Approved statu Cod. 1I Version Manufacturer 11 ar Date Date Contact longiri U ..... Validated Sy Validated Submitted "ll Pending Date FRC Approval Approve status 21dit TYM Version Meaulactur rattler s Called goolingerfi, U-I Validated Isr Pik Date Dot, Pending Validated submitted FRICAppievol 2di Apple status Code Type Wation Mon,"clurnar enm 0 PAO Data Dot, Prentilmo Contact Enciame, & Useds, Validated py Validated Submitted Poo Awwo'.1 Doc Approve sta- -6).4.- a) a) R.,Wou 2020 Thermo-Tru Corporation Category. Exterior Doom, Shave Ja.lpsmon Lyndon F, Schmidt P, E, Ryan J. King, P.E. 1 OWJ20211 (8= W-7626 PE-43409 (el �) 767-6555 09118f20'21 1 OJI 312021 12fl5f2D21 Approved Affiroati- 2a2O PGT adustri,us Jors R.so,valki Miam-Deds 3CC0 - CER W.nit-Dad. ISCCO - VAL 11IDS)2020 1110SM20 11111,2020 Approved Revision 2020 Mi VarnJows and Do- Brort String., Arnan-AmhRachDral Steven M. Unity, PE 1=13M20 I0ffl6(2D2Q 10P19=0 Approved Revision 2020 MI talmd-rd Doom arom Sitting., Faresnoton and Groans Steven M. UH& PE 1011 7J202I 10AISZ2020 1M2/2021 Approved 0 — Cn = t—_ subcategory: Somn9ing Exterior DowAssemblies, sjasperson@thermstrucc Callogwy;Wadows moll 4-aB-0100 j88) 216-2590 Calitilmy:Wrind- (717) 365-33DO Manufacturers Ase.lorhoun (-,i?)317-8454 Category: Windows R1 7� 30-3300 Indir"Alhance <formarly (717) 317-8454 a) -0 0 rwriplion- Method! E-Waition Report f- . . Sulboishillhiry; Single Hung posawsklQRgindoatim- am SubCal.gurry: Hod-doi Sider baidligernarrivid.courn Subcategory: I'lKed! bIJdmij,rP_rnu.d.cwm AAMAI -0 Florida Registered Architect or a Licensed Florida Compliance Monaco: Carilifican. Mark or Listing Compiler.. Method! Caftilleartion, Mark or Listing Compilaree Method: Caribleatioul Mark or Liscang ,� = 6 -= -0 Professional Engineer FLR39-RZS Pr.du Fi 6YA -1118 laroducts 111417845,11115 Produtts \ -2 L_ a) F1.020461-117 Produg A,,-d nor Us, Approved far U" lainaltat east- Coutifty Assurance ApprI For Va. Approved for Use, Inficand Deal- " Impact li,slign 0 0- = 0 �: Quality Asuramenc, ChuallIvAssurtance Approved for Use r to r " " ' ": = Quality Aasurance, AppriteadforUse ApproyedfitrUs Impact Dealt]. API Product Model, Number or Mine Product Dwriptlon Contract Welton Data rHVHZ Outside HvH Resistant Pressure so. 0 Product andat Number or ProdLmi Description Contract E.Wrater. page In HvHZ Cathode HWHZ ftettishant Pressure 3-90 Product Modol. Neither or Name, Piodunut ViumniptItin Contract Expintilloe 20 In HWZ 0 y s ' " " Fto'hilgrit Pressure I' ' "� 0 Lj_ = - S- III Prod upt Model. Nurn bar or Nam Froduct Description Contract Expiration Pate in HvHZ outside HVHZ Fitinifislan Pressure 2 SH55DO (Large Mosle Impact! . vaq,I Single Hong Wool- 07130/2026 Yes Y- yes MIA I HSI 88 Fln and Flange Pro 73.02 Insulated 51- OVIU2024 No Yes No -SU-55 I 3500 HP PW ya 72.W Fill Fronne W30,2026 No yes +751-75 1Z__ No 11!iI No - - -0� L+_ cu C113 1 a, Thermal-Tru Fiber-Ciassid and Smooth -Star Nominal 8MQ;8 &quw+Ncn-Irnpacd&quat; Opaque 1213112022 Cornposte Edge Fiberglass Single Door No Yes No NIA 2 3500 HP PVV 3 3500 HP PW yes 81xG2 Flo Fmma 04130f=5 No yes N40 Flo Ft are 0611MO25 No 1 "o, IIII �G .'�' +.1-e, 0 CD C) > OnswinglOutswing Xconfiguration) 4 35 , HP FVV yes os.,, ,In Frounce W30,2026 No Y_ ,,, . '55f-50 . '_' . - 2 b Thermo Tru Flicar-Classic, and 8month-Stior Nominal 6&039:8 &quo,i,Nwr_lrawlcI Opaque 12131i'2022 Composite Edge Fix.,glorm Single M., .1th No yes No NIA 5 3500 HP FIN Yes 72xSJ Roleus From: 04 ,2026 No Yes .= No 'IJ, No "If- "t g im= ? a) L_ L_ Sidelital (InmaMNJ0ut%vAng. X0, OX or QXQ 6 3500 HP PIN 7 3500 HP PVV yee 96.60 Plirle. From 02300aot?s M. yes Yes 98.7� Fl.k. Faamv 003012028 No Yes ,to , No No N -520 L.a C'A Cn -*.-I u.) 0- configurations) ,.%e _ , 00 >4 -'� -S 1E 402 2_� 0- a c. Therma-Tru PhIcer-Classic and Sm�h-Slar Norninal 69#39;8 &quw;Nqn-Imdact&quctj Opaque 12f3112022 Fiberglass Composite E-�Ige Dculdle Door wth or No Yes No NIA 4aws .M " . I.L- 0_ 'Z F_ = U) < - a �� .!2 M = - CA _= c1d - ,Ah.ut Bid.lil (Inswiag)GO-mg; XX or OXXO -0 . 4 d. Th-mI Fib-Cenim. end SmwAh-Sm, d-figural N-runal 7&939;0 &q,4A;N­drap,,rt&qwot; Opaque 12131 Q022 N. Yes No NIA (A S:i! _T I Ik- W CL, :9 -S. = cu Composite Edge Fiberglass, Single Door (InsvonglOutsraring XconfitiJuratior) 5 e. Thermal-Tru Fiber-Crassic and Smooth -Star Nwinnal 7&#ag;O &quotlMon-Irinpactacloort: Opaque 121810022 Composite Edge Fiberglass Single Dwr No Yes No NIA ".,.P- r- I !! E � r_ with :11'. = 0 0 - -od Side ite(s) lns,MngJQutsWng: XO, OX w OXO cwrfilli�',,raditms) *- Florida Department Business & Professional Regulation C= W - A g 5 a 6 I. Therme-Tru Filow-Claussic and Strcoth-Ster Nominal 88#39;0 kunt0or-Impactilquot: Opaque 12,'3112022 No Y_ No NIA Florida Department or Business & Professional Regulation Page 1 df1 Florida Department of Business & Professional Regulation Page 1 sf 1 of L.;D -;; Fir, Cwhocarts Edge Fiberglass Single Door Building Codas and Standards 1151,121 Building Codes and Standards 115=21 Building Codes and Standards 4= . .ael _r (In-inglOuti Xconfiguratton) - :P = T 9 Ther-Tru Filow-Classio and Small Nominal 8&#39�O iquot;Non-impaottIoucit, Opaque 12f.�112022 Compeadle, Edge FiberglassSlngle Doci No yes No NJA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail .!-- - 'M ;i". (= = 8 1 h Th�,--T,uF,be,-Cl�.,�a�CiS..�th-bl.r Sidefirte(s) (IneyonglOurtaving: XC. OX of CXO configurations) Awni-I 68#39;0 &q..kNw-lmporct8qu.t� No all, ��'­" '��� "I . -, , ' - I ­f. .- - - __ . X '_ � , M Opaque 12i3112022 Comlacasne Edge Fiberglass Doulcie Door %,Ath or yes No WA code saw Date Data ,, " .1 I ­ I ' Date Pending Date Code Entity o Date 2IM Dot, Pending Date Code Enti or 99-0 owe Dote poralria I - I I 1� . - - - 299 C3.. C.g, 4 WthoUl Sadalles (IrenvInVOLlawrig; XX or OXXO Type Valk, Matudactuar. c9ritoor fitrachirmer & I.I.Ins. Validated By VDIdle.cl Bulbal M Approyel Apple" status Type Vanilla Man.fil.turnor Contact Enalrear Is UI Validated III Validated $"]tied FISCApproy Appro" status T`w. virrition Manufacturer Contact Erearmor & Lucamig Validated III Validated Submitted FEC Aragrawl Awarteed fit" - CD 9 i Thermo-Tru Fiber -Classic and Smooth -Star tumfigunci-) Nominal 68930:8 &,quo0on-Impectsquat Glazed 1213V21322 No yes, No NIA Affirmatfon 2020 PGT Industries June R.-W Mi-f-Doole 19CIC, - CER Miinnni-D.de BCCO -VAL 1110512g20 1110512020 11111=20 Approved Revered 2020 Ml W.I and Doom Seat Siting., Lots R torn-, PE Steven M. UdO, PE 1OD12020 IWOU2020 10(19I IV1512020 Approved Alliaminkan 2070 PGT Industries Jens Roaowskl Miarri-Dade 3CC0 - CER Miarre-Dado 3CC0 -VAL 11/0512020 iljo�W:ui` 11111J2020 Approved - Composite Edge Fi barglass Single Door Category; Wri (9411 4W-0100 �7136) 315-2590 Category; Wadows (7171365-3UO PE-szai4 t717) �I 7-8454 category WDAI (W) 4a&0100 i7sSIVS-2550 (Irmvft/0utsvvhhgJ Xponfigunation) StAcal.gary: IFINed jr.0.sIdQpgWnde,1rI­ SuInCanagarry: Mullions ,x0IIftg.r@m[wd.ewn S.IoCaloglery; Mullions Jo­1s1u&P9t1rd,aDrI-.c 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&039;5 Squol;Non-Imimct&qUot; Glazed 12f31r2Q22 Composite Edge Plibegilass Single Dow, Wth No yes No WA Coal .... Method: Certification Me at or Liattig am I I CaurepilencoblinflunaL Evaluation Report hounis Florida RolligeredArchitlect or a Licensed Florida Opurrupliance Method; Certification Mark or Listing I can I Sklelite(s) (Ir%WngJOubeI XO, OX ol WCO FLOI Products I I I Pr.feasional Engineer , FLONIA13 Product, 1 1 k. Thal-rinet-Tru Filbeir-Cli and Smomm-St., configurations) Norninal OU39:8 &qDw:Non-Imm,ct8quot Glazed 12i3112D22 No yes No WA I (1hoallh, Ansinereanc, Atuardead for Us, AcD,v,d far LI, lateral a.m., FU1153534511sro"t. I I owilit, Assurance A,,,-d for Us, Aroprmoudl far lu,. Ind"a"d 111119111 Z Composite Edge Fiberglass Double Door ,with or So- # Product Model, Number or Name Pirardluct Diserlat, comment Uninatio. Dot, 1. HvHZ Collide HVHZ R0,40ant Polow.r. I $So 0 Product Model. N umber or N ame Product Descrioll... Contrast Ee.hatil It Date Ill mvmz outside HVhZ R.I.Illut prie.sum wthout,Sdailties �Inwunh;/Outswrig: XX or OXXC 5 PW-5520 1.roa Waste, Impact) Vinyl Fixed Wad- 0413OM25 Y_ Yes yes MIA Qualit, Assurance, AlammyoulfbarLm, Acanowd for Use will= persheas I Mullions for All Doom moluthardwo Adurala- Mullions 0512612026 Yes Yes yes N;A configurations) a-- if ��uct Model, Number or Needs Produlut Poserhytim Contract Excretes Dot, 1, III Outside HVHZ Resistant P,.-. 12 1. Therma-7-ru I'llber-ClassIc and Smooth -Star Nominal 7&#39;0 &quichbalon-I mpanclUluot Glazed 12f3l/20'22 No Yes No I 2 Vertical Adunaltrum Mullier, 12131=4 No Y. yes MIA C.Dintiol Edge `iollrglasa� ginge D- (IrmwaghOut6wing: X configuration) 13 IT. Therimai Fiber-Claussic and Smooth -Star Nominal 7&#39;0 &quotNon-Jrhpacft&quW: Glazed 1213112022 No Yes No NIA Cornowet. Edge Fiberglass Single Dow v,,ith Sidelfta�s) (InswinglOursvoing; XO, OX or OXO ownrIgural 14 n. Th.--Tru Filo-Cilessid and 8-th-St., Nominal 8&#3,9�O &quatNwr­Impac%quot Glazed 12131t2l)22 No Yes No MIA Z Composite Edge Fiberglass Single Dow (in"inglOutevving; Xconfigurartion) 15 .. Thstrina-Tru Fiber-Clossic and Smodth-Stal, Nominal 8&#30;0 &quo(Non.JmJcact&quw; Glazed 125IJ2022 No yes No NiA Composite Edge Fiberglass Single Do-ith IS ldelfte(s) (nmWngJQul X0, OX or OXO configurations) Florida Department of Business & Professional ReguAtion page I .ft Florida Department of Business & Professional Regulation Page 2 of2 Florida Department of Business & Professional Regularticil page 3 M4 16 F. Therma-Tru Pilber-Cliessic and Smool Nominal 8&#Sg;0 &quot;Nw,­ImJpact&quot; Glazed 12/$1I2022 , Composite Edge Fiberglass Double Door m4th or No Yes 140 NIA Building Codes and Standards iMI2021 Building Codes and Standards I W21121 Building Codes arid Standards 3020Z], Without Sidelit" (In�ln9tOutwAN; XXwOXXO Approval Application Detail Product Approval Application Detal I Product Approval Application Detail W configurations) Product 17 q Therni Fiber -Classic, and Smoolrh�Stolr Nominal 6&939;8 &qLactNon-Impattl1cluot; Opaque 1213IJ2022 Composite Edge Fiberglass Single Doorwith No Yes No NIA 11 11 � - �� � r� I - " ' 0 18 I ThermI Fither-Clasusic and Smooth -Star Transom (InswriglOurti OfXconfigurafior) Nominal 6&0R8 &quct:Nw,-Imjract8qumtr OpumlUe 12/3112022 No Yes No NIA awl 20 JbA � "I 09, P,nd[,, DIU Code Entry w PA11. 2u Date Figartill"a 10M 2n C-10"do, Firtte or oat- cars Data Pending Am C wriposito Edge Fiberglass Single Door With Sidalfts(s) and Transom fineWnglOurtsWag' OIX0, Q/CX or OuOXO donfig. recon.) mm Vanden Manufacture III 2020 J arral, Hodge Building Pact, ots, Int, category! Pand While Contact 5nains & License Validated se, Validated ,%Iib.it Chad 01-lis V Andhow To, John Southard, P.E. 0905/2021 121102D20 i909) 545-"59 PE-816s2 (352) 397-2526 FRIC Approval ADD.. status 01106n021 ding FSC Alton Type Version Wouradom, R.viuc, 2020 A�ld. Category: Panel Walus Conduct Eireahmor & U.srem Validated By � MIck-thorapson Lyddko F. Scharick; P�EL Ry.rj ving.P.C. (=) 822-2389 PE43409 (013) 767-0555 Validated automated FIBC Approval 02M 512021 02A&!2I321 02J22r202I Aware- Status 0411312021 Approved TWO Version Manufacturer Ro'swi 2020 GAF Category: Rwhint; counsel, FEndirmult Is License Validated 5 Validate submitted FOCApoinival Michael Stleth Report Nionatcon Joan W. Knwavch, PE 12(1912022 1 2n 7120 22 1212W20ZZ �$00) 766-3411 PE-59166 19541772-6224 Apana- Status Q2M74?Gz3 Approved 19 I s. Thermar-Tau Friber-riouteird and Stroah-Stor N.mih.1 0&#39;8&q.ot;N.r-Imp.o1,aqu.t Opanqu. 12/51=22 Owntocouit. Edge Fiberglass Single Dow Wth No yas No NIA Subcategory: Sitting chaddercles0JRmathand Subcategory: Soffits afficarlds-te.isid.own Subcategory: Asphalt Shingle. matiOggel'am nj Sldelfte(s) (InsvvinglCul XO, OX or 0X0 C.dapthme. Method: Evaluation R,pedl torn. nown Compliance Ithuthod: Ev.l.alum R.p.rt ft.. . Compliance Method; Evaluation Report ft= a Continuous Head and Slit configurations) Florida R.gist-dIA,�1i . . L11,usneed Rands Florion R.glet..d An,inflact we Liderised Flond. Rdai Registered Archilho,t or. U.-ed Florida, 20 t. 7herma-Tru PlIder-Classo and Suncoth-Star Nominal 8059;0 &quot:Non-Irnpmd&quot; Opaque 12/3112022 No yes No NIA P'.1'staidual Engineer Pofessi-I Engineer Prohossaral Eappeor Compac6ite Edge Fiberglass Single Dow With Sidelite(s) (In­ng)Q.tsverlg XO, OX or OXO FLA13192,11hr Produes F11.91527245 Products I FL#14124433 Products 21 u. ThounDI F�iUr-CosmoishcIS-I Continuous Head and Sill configuratione) Nominal 6&#59;8 &quontNcn4mpacI&quod; Glazed 12,(3112022 No yes. No WA Quality Assurance Approvool'o Us. Approved for U. Im posign Quality Assurance Approved for Use Approved to, Use Impact Deudis, Quality A.-rancea Approved far Me A Port u.d far Use Impact Dastard Composite Edge Fiberglass Single Door With sn"IN Frail Model. Number or Name p Procter Description ,=roof Excitation Data In KvHZ Outhildo FIVH Riusisland Pressure 212A Pradumt Model. Number ar Nanne product Disoritil, Cwhir,cit E,wirlition Dot, 1, I4vM2 Oulal HWZ Ratishi Palestine fit"I'll # Product Model. Neither or Narna Product Desorption Contract expliatkin Dote 41HYHZ outside HVhZ Riallstant Pressure Sidelfte(s) Ons,aAng)OUSI XO, OX or OX0 1 Carapimli Lap Siding fibar,demend lap sidng I PJ31/2023 year yea IMA MIA 1 Z. &aud;2T&AUI Scott Vaal or Solid Voyl Saint 12J31/2023 No yom No N/A 1 � Asphalt R.ofshinglo, far us. in F gC r­AVHZ Ribe,91se-Inf.-cl 3-teb, laminated 5-t.b.nd 12/16J2025 No Yes NIA NfA ConfinDrous Head and Sill configurations) 2 Han,11I Lap Skiing 111mi-arnmil lap aiding 1213112023 Yes Yes N/A MIA 2 b &qu.�Alilamm Tilgqu., Sofft, Vent or Sold Vinyl SoMt 12)S1aG23 No Y.$ No WA Jurisdictions NI ..limit things 22 Y. Thermat-Tru Fflcc�Cll and Smooth -Star Norrimal 8&#30:0 &quot:Ncn-Irrapadt&quot: Glazed 12/3112022 No yes No NIA 3 c. &quet:GreembrarVirlage B*adcd&#3a;SQffit Vent or Solid MnI Sofit 12/3i/2Q23 No Yes No MIA F Composite Edge Fiberglass &Dge Dow with 4 al, &quct;05&quoI; still Vent or Solid Vinyl Soffit 12al/2023 No yee No WA Sidelite(s) (In -A ngJOutsvying; XO, OX or OXO 5 a. &qudt;Ch.rbar Cad&q.a. Soffit Vent or Solid Vayl S."t 12r3l/2023 No Yes M. MIA Continuous Head and Sill configurations) 6 f tiquot Super Spar-Awrit; Sell Vent or Solid Vinyl So"t 12,31 f2023 No yes No MIA M ev Therma-Tru Pliber-Classic and Smooth -Star Nominal 6&#39;8 &qwt,Non-ImpacI&quot; Opaque 12131r2022 No Yes No NfA 0orrion.able Edge Ft begins. Do., Panels Win Vented Sid.litmis) (I rnswnglOul XX XYX or X>= courifiguaratiours) . - - __ - __ 24 x, Therma-Tru Flider-Classic and SmooI N.rrVnal 8&#�2;0 &quot;Non_ImwucI&quot; Opaque 12131r2022 No Yes No WA Composite Edge Fiberglass Door PanesIvefth Vented Sid.itt.�S)tln.,AnglO.t�W�g.X)�XXX.rXXXX configurations) 25 Y. Therma-Tru Filber-Classic and Smooth -Star N.mi�.f68#39;8&q..t.N.n-impa��8iq�ot,Gla�.d InIOD22 No yes No I Composite Edge Fiberglass Door Pareisvirth Vented Sidelite(s) �IimvvfrglOuts�mng, XX XXX or XXXX Florida Department of Business & Professional Regulation Page 1 &2 Florida Department of Business & Professional Regulation Page I afl Florida Department of Business & Professional Regulation Page I all 26 z. Therma-Tru Fiber-CII and Sorawdi configurations) Nwnnal 8&At39;D&qjotNw-impact&chuo1l Glazed 12nl (2022 No Yes No NfA Building Codes and Standards 7MG121123 Building Codes and Standards W21121 Building Codes and Standards ia2MI Composite Edge Fiberglass Door Paitellswith Venteol Sdeite(s) 0-nQ70irtawng, )CC X-'I0(oTX)-= . ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail .onfigurations) � I - , I - �� - _ .- _'_��, - � '_ _ "I ­�. FAM 27 z.. Th.-I Fitnef-Classi-nd S-th-Ste, Nominal 6&#39;8&quotNon-Impadt&quot, Glazed 1MU2022 No Yes No NJA C_ Forsita, E ,19. Ft barites. Si ,gle Door vyll h 3&939;0 I S III a lite(s) (I n svA nglOulthwAng: XO, OX a OXO I I - � I I �� - configurations) � CC440 Entity Date Dats PAO "th'allilia 2" Cod- Entire or ME oat- Date Panall., Dot. Lill" Ent[tv or Dot. Dot- Uafti Partial, Do" 28 zb Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&qucttNon-mdpacnt&quot Glazed 1213112022 No Yes No WA Was Version Manufaclurou, Contact Engineer & LI-121. Validated By Validated submitted pNC Approval AWDrQY0 Status mw_- varlik, Manufacturer Owilact Enolno.r& U-ne Validated By Validated Submitted fn Approval Apple. $tau$ T's. Volition M-irfaclasion, Contact Endr- & Li-, Validated By voli'll Solarrifift.d FBCApomvW AP,,-d Mad - Composite Edge Fiberglass Doultle Dow,mth Ro,isaa 2020 TAMKO Building Products LLC Kenn Emm Rolentherrunen John W. Kne-10, PE 06041= 0810MO22 08iowa22 do/11M22 Approved Rit'Ision 2020 L,V. Thompson, rra. did, Thompson A,ohlbacrural TteryClerstrarrin Z.da.ry R. Priest Staven M UOI PE 0911 V2020 09116(20ZO 09t22(2020 12J1 5M20 Apparcemd R"isw 2020 Florlde M&WI Products r- Clark Jones James L, B.ok., P,F@ Steven M Urich, PC 09)2712020 09,25i2020 10/1)4,�=() iV16J2020 Approvad 3&#39�0 Sid.lited, (InsvAngJ0u1%vArg, OM . Category: Ranting (417) 624-6644 PE-59166 (954) 772-6224 Metals Corriperhy JAMCO) (813) 2U-34513 PE-74021 (717) 317-0454 Category; Roofing t5i)ui 763-8400 CI3IJCKEn9..o6rq 01T, 31?-13454 29 2c, ThermI Fbar-Clossic and Smooth.Star configuration) Nominal 8&039;0 &quot:Nor�lmpa,ct&quoi G;az6d 12i3l=22 No yes No NIA Subcategory: Undulaymeam aerr1_oderu@tmmko.,am Category: Fooll toDytilig.mastathoolling.own OubCofigimy: Rea,firt; ft-garl" that art an c[orkail.-own PE-3i242 Composite Edge Rbergilass Surgle Dow veith 3W9;0 ComplIonollialho(l: Evaluation Report tromit SufloCultagary, Feeling Actessause that are an integral Pon 61the Roolng System Integral Part ofthe Rooting System Corropithallo MOUlod� Evaluation Report from a Sadelits(s) onoWngfOutowrig; XO, OX or OXO Fiwid. Ragiomaa,!Ar�hft.ct or. Licensed Florida Compliance Method: Evaluation Report tam a Florida Registered Architect or a Licensed Florida 30 zd, Thamna-T,u I'llo,sr-Ciates. and Strowth-Ster configurations) Nominal 8aN39:0 &quot; Nw-I rapauntiquot; Glazed 12131/2022 No Yes No N/A Pr.fesdorad Engreer I 11 Florida Registered Architect or a Lic .... d Florida "I.Feuilcruil Engineer Composite Edge Fiberglass Double Door wth "12W"10 Produtle I I I Professional Engineer f1#2115811-R2 Products 11 3&M:D Sidelftes (Insaving)Outowral OI ainglan, A,a,-- A-doodi far Do, Amanty,cl for Us, ammict post- PLA1011ii-lul Rodlicts I 31 ze. Thergraul Fiber-Clased and Smooth -Star configuration) Nominal 7lW9;0 &quot;Non-Irnpadt&qLol Shaker 12J3112D22 No yes No I So. # Product Model, Number our No= Product 111-Hotaim Cmribrand Exulration, Dole in HVHZ o.hid. HvH R.M.1bunt Pressure Quality Assurionca, A--d fear us, An-vad for Use law 211,1111111, SI 0 Product M,d,i. Number., N- Quality Ainamer- Approved far Use Apreoviall for Use Product Decollation Contract Exploited Dew un HvKz Deltmill, ll Impact Desball Resistant Pressure Sort- C.Thp-its Edge Gloi Filic.,ghnse single I TAMKO Roof Unclarsyrients (HVHZI RoafLud.d.ymerm for -a in FBC HVkZ 06/0112026 Y. No NfA MIA a.- # P,adllet Model. Number or Me- le-d-ID-mation Contract F-rution Data In HVHZ Outside 14VH R.Alatent Pressure 3 3 - FLAMCO �,.qact;RV 10 RjdgaVcn,&caoI: Al,nurum Ridge V.ms for Pitched r.ols foluntated 12r4i)2024 No Yes No MIA Door vKth or Ynthout 1&#39.2 Sidelii Jurisdictions. I TAMCO Flat Top Off -Rog, Vent vAh seats for The 2B go. state roof ventilator �yrft baffis ]SA19=15 Yes Yes NIA WA to. 0. 02!5'AWhhn.m OmeorniguOutsveng; X, CLY, XQ w 0XO configurations) 2 TAMKO Roof Unclorlayruent, (NON-HVHZ) Rool'undeflaynnomm for use in FBC n on_4iVHZ DO/01(2026 N. Y. WA MIA 2 TAMCGG-s.nx.I,Vsrt 2B go OSU09(2026 N. Y. NIA � W-52.5 judindkilons. 3 TAMCG Off-gdg,o Roof Vent ,.4ffi Settle 26 go static met -nd.t., .11 h Int egirited both o 09MS�2026 Yes Yes MIA MIA 4 TAMC0, Flo. d Top Ofil R Mg, Vent ,O 130111, for Tire 215 ga. static roof venthoor wit h beffi a 00I Yes Yes NIA WA Florida Depar rtmert of Business & Professional Regulation on, 1 611 Florida Department of Business &Professional Regulation Page I .0 Florida Department of Business & Prefessonal Regulation Page 1 of I Florida Department of Business and Professional Regulation Building Codes and Standards Wiz)21 Building Codes and Standards i,712021 Building Codes and Standards 3/6=3 Building Codes and Standards 3f15/2022 Product Approval Application Dela 11 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) I - SM tl_ L. Code Ito Viudmn M,uf,dt .... Reason 2020 Lwncmx� Entity Dean Q12 Cr"..t Emalwas, & U,ns. Validated By Validated Sulaidiffeed Katrina Jailey Jarvis L Buckner PE Steven M. 11,1�n PE 1 1r2X2020 11122(202D Date Pandlita W-t IFFIC Aagri AvPm-.d status 1V29tZ020 dup FI Appa. Cod. Turns Version manurfacturtir Raysiml 2020 5-1 Roofing Entne or contact Emiltmer & U_ VACWO By Anderson Robin APIM0 Uniform EveNatron ru�n,W. W.Imr Dot- 2211 page Pending valklolitud SUbtrulded F&C Approval 11M3/2020 li/OZ2020 211111 Advances Status I Y05I Aii Code Type Version manutattiff Revision 2020 Global Protection, Pr.d.dta, LILC� EmtW or 04I Data Date P.ndft, Contjmt Enol"., & U,omam Validated By Willa submitted 1`11CAPD-al Man Robinson WFIWA 'I Jr., RS John W. Krez.vft�h, RE 0443=20 Df,MM02(t 10XI,2020 oat. Approved status 12M51202D ApPravoci (D FL#6269-R31 92�12 Ent l o Date Date Date Date Status category: R.6firu (501) BB3-6163 PE-31242 (717� 317-8454 Category: Rowng (801) 300�60sl suarvires LILC (205) $54-0100 category: shutters (954) 689-7545 PE-4418? (9541 712-6224 _ :[y.pe Revision Version Manufacturer Contact - T020 POLYGLASS USA Maury.Alpert, Ing in eer & Validated 8 Validated Submitted Pandin Approved Approved Y. -_ 9 License John W 1W(30020 10/22f2020 �BC TiT5,12020 Subcategory: RooflrW Accessones that are an Int,gr.1 Part onto Facol'allSystem Compliance Marina; Evaluation Report VOM kJoll.yelorraDexcourn SubC.Islory: Rwifirg"flos C,mpfl .... M��: Evaluation Report from a Product Evalimboun Entity RoIb1nAndemonQIbona1.w an SubCalti $torm Panels Compliance Method E.Iu.fl- Report tam . tim-rablirs.ruMgpitant.. T Category: Roofing S9542331330$malpert@polyglass.00m Robert Njeminen Knezevich. PE Approval a Fleffid.Rorthil.recArcribscl.re Licar,odPwid. Florida Registered Architect a a Licensed FWlda Professional Engineer SubCategoury: Underlayments PE-591 68 (954) 772-6224 1110112020 Proftescral Engineer FUM 7202416 Products f1filflill Product, Oualty Assurance Approved for Use Approval for Use fimped posball rLsisilLadis Pneigglit Compliance Method: Quality A. -re. Approved to, U Approved far Use Impact Darsdan 8-0 Pr.d.ol Model. Nuandberm, Nam, 1`3 Saxony- Shake; State Split Old English Product Doestriolign, Cordon't E.Wradkm Dot, Flat Profit. Denver, CO 12)3112020 In KVHZ outside Il No Yes Resistant Pro,,, NIA MIA Onolilly Assuralb; Approwd for Use Appirmead for Q so Import posted E C.ntry,Som� - -so- # Produadahahill Nilartimeneritims Foadrect Ilescripti- LIL 1, HVHZ Outside HVHZ Remistiurill Pressure Evaluation Reportfrem a Florida Registered a.-# Product Model. Number- Name I D.ok-Alr'7 DA-4 or TRI-Stult Deck -Per DA-4 Product Detention Contract Eahibration Data in NVIIZ Low Proffil Polywolpene PosI Roof Vent 12JiO/2025 No Wait, HVV Resistant pus.- Yes No -97, W-97,5 Thatch &amp: Impact t 7 Saxony ,5 00 - 81 are. Shako ft.p. Split Sh adi Flat Profile - SrocktcI CA 12f3i=() No yes NIA MIA I 2Q Greg. Galvanized Steel Storm PanohUHVHZ Corrugated Galvairraod Steel Storm Panels reamed 12131,2023 yes Yes Yes NIA 4 Architect or a Licensed Mechanically Attached to Plywood Deck. 1 18 S xony 600 � 8 ate. Shake Ilaurnix. Split Shake 9 S:Xwy 700 - Slh�lko, State fe.aurnrl, Split Shuke Flat Profile - Rialto, CA 12f3jQ020 Rat Profile - Steckler, CA 123112020 No Yes No Yes NIA MIA N/A N/A 2 24 Cog. G.Ivarl,md Rool Storm P.ael.INHVHZ at ,at by trooll to P-16, hurricane protectian. Corrugated Galvanized! Steel Storm Farel� retained 12W=23 No Y., Yes NIA = W Florida Professional Engineer 2 Saxcn&7PTn- Shake. State &mmm; Split Shake 311 Tajaa a � 2.r.l.na Fiat Profin - riled. CA 12131/2020 High Prattle - Katy, TX 2KI11202N) No yes No ,Yes N)A MIA NIP. MIA of Dot by tracks to firwide, hurricane prote,tion. a) FL#5259-11131 Products 211 Vill. Love Profile - Katy, TX 12r3112020 No Y_ NIA MIA -= Qualit .y. Assuranc, A Rroved for Use APRrowd for U hill Design W ;m_# Product Modd. Number at Mani Product Description Contract Expired- In HVH2 Outside HVIH Resistant Presulture Dot- i Polygiass, Roof Underlayments, Roollng underlayments 10121?2C22 No Yes NIA -NIAI-622.5 M I loollyglasis RoofUnderlayments "Z) Polyglassrocif underlayments for use In FBClM3r= Yes No N/A NIA � HVHZjur1.dIoIonsr > 2 Poll RocifUnderlayments, (nori Folyglassroof undefirlaynients, foruse in 1212312023 No yes F5C non-HIIIHZIrifirlsdiction. NIA �N[AJI CU 0 I loolygass Rool'Undedayments (Hl loclytilassrocf in FBC12J2WO23 Yes No INA NIA Florida Department of Business & Professional Regulation Page I of 1 Florl Department of Business & Professional Regulation Page I at Florida Department of Business & Professional Regulation Pea. 1 at L_ undiarlaymentsfor use HVIHZItinscintlors. Building Codes and Standards 1125M22 Building Codes and Standards Iri202I Building Codes and Standards l9rD21 > 0- 2 Polygonal Roof Underlaymerints fricar-HVI-125 Polyglass roduanderayments. for use in 12J2312623 No Yes WA +N1Aji FBC nwt+WHZjurSdIct1ons_ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O_ I loolyglass Roof Underlayments (HI poll roof underlayments for use in FBC12r2312623 Yes N. Hill Jurisdictions, NIA NIA 0 < Q � I - I . � - 4004' (51", ME ,,&,�-&"N,-�,,�.,T,��x":-.t',E�,,-,,I�MeI 0 I MI'm Imm 2 I Polyglass RartfUriderlayments (non -II Pulyglass rod undleasyments. for use in lW2312023 No YO FBC nan­HVH7 Jurisdictions- NIA +N/At-S22_5 QW2 Entity a [late Dole Date Pending GAIIIII Ond" Version Malufacturs, Entity or Contact Engineer & Licanum Validated W R* DA, am, P-ralina Validated Submitted FRC Anmoyal I'm, Atuturpead Status Code Entity or Dam owe Dole Pori A" " -6-I 1 Polyghoss RwrfUnd.daynnents (HI Polyglass roof underlayments for use In FBC1292312M Yes No NIA NIA T-0 Versilto Manufacture, Revision 2020 All American Shuttersand Glass Cgritact Engineer &LIcense Validated B validaved Suhrr ittled Mike Sarblerl Frank L. Serrrairclo�. RE Troy Bishop, P.E. 1U2812020 1 01i 512020 FQC Approval Apoppyall status 1110512OX 1211512020 Approved Logs! Ravism 2020 Ajpine Stuart La,& tCC Evaluation Sord.. LLC William M. Ranieri. PE 100112(r2l) I D122F2020 lin512020 1 1JO512020 Approved T".. Version Manufacturer Roviswi :�020 Commercial Controls Prealactatno. Calrantrit Show ... r & Luclue, Validated By Validated submitted IFIRICAme, ... I Rob.IGIIII. Samuel A. Greenberg John Hoy 1211 GM20 12,16z2020 1212912020 Approved states ding FBC Appr. 0 2 Poll Roof Underlayments (non-HVHZ) HVHZ jumeadiational. Poll roar underlayments, for use in lV2312023 No Yes N/A -NIAt-622.5 Category; Shutters Stib,C.t.licry: Storm Panel. (561) 712-9582 PE-0040549 P54) 947-0880 mikexQuillarnericanshutic Category: Strudual Components Subcategory: Truss Pladoo �321) 71 0-S377 (4071681-1917 alow1c@.Ihpx.R,,cwn Category; Structural Components Subcategory: Product. Introduced as � Result of t813) B59-3707 PE-34245 M52) 588-5311 anmastoratonCy.h...... =3 FBC ..h41VHZ jur,lidictiams- Compliance Method- Evaluation Report from a I....m Compliance Mathod: Evaluation Report from a Product Evaluation Entity No,,, Toehh.l.gy Compliencelfiethod: Evaluation Roportfircun _0 Florida Registered Architect, or a Licensed Florida Professional Engineer FWIAWb r.Qdug a Florida Registered! Architect are Licensed Forda Professional Engineer 0 FL#178159,R3 Products Q,,Iit, A,,r,, Amorm-dfoottle, Amorpned far Use armed Deal,, 1_ Quality Agasuran per ApprovadficrUse Approyadfig0se Irl Deslan a.# Pro" NII N=bgF 01 Name PrQAWA Description Contract litchrojor, Dualux 1, HVHZ outside HVHZ Ritilitairt Pressure FLA11774�RJR Products sell 0 Product Model, NUM bar or Nam 0 PropuctDoscrIption Conlignact Expiration Date In HVHZ Ourtside, 14VHZ Resistant Pressure 1 ITW SCOffilpine Hglyr strength M ri,aml S� Meorl CoRneetor Plate 12i31r2024 yes Y" NIA MIA QualinvAtiourease, Aurneyed for Use A dor-ed far U - limilact Deshon D_ 1 249a Galvanized Steel Storm Panels 249s Galvanized Steau Storm Panels 12i'3112022 yes yes Yes MA 2 ITIN BCGIAph, Hinge Flats Mould Connector Plate 1W31(2024 Y. Y. NIA NIA Sea a Product Model, Number or leardle Product Description Contract Expiration Dralle hi HVIRZ Outside HVHZ Resistant Priesul. < 7 80GIAlph: Trul- ,I II Connector Plate 12)31,2024 Yes Y. NfA WA i Quality Precast ar Comaner,ol C-t, Pnndu� Precast and Prestressed Concrete Labols 05r,512024 No yac NIA WA Tyd SeGiAlb, Wave MI Caftnecte, Plot. IW31=24 Y. Y. N /A WA (D U) I _+_4 CC L) 00 :3 < 0- Florida Department of Business & Professional Regulation Building Codes and Standards page 2 cif� SN202ii Florida Department of Business & Professional Regulation Building Codes and Standards page I all TI412021 Florida Department of Business & Professional Regulation Building Codl and Standards page I .f2 W2002i Wo io-oos Product Approval Application Detail Product Approval Application Detail ProductAppraval Application Detail 0 I L_ - I � I I �­1'101,11111 ."-'_"'j§__ - ' I � - I . __ - " I i I Wi teI _W1 , - W-0- 9W , : . V !,t P I , _ _ C M r-02-1,-!w 1-1119 , I - , I - Cod. Entire or Date 21111. Owe Pending De" Code , 10 Entity owe Owe Date Plandina Done Cod. EnI or 2111 ced. get, leterl I Dot. " W C TV- V,r,lon Manufacture Contact Eadre.&ILI,surre Validated By Widosill Buteralited FacAplar.'al Apple status TV- Vitursion Manufacturer Contact Enctiamer & U-, Validated! By Validated Submitted RISC A -I Aummy Status T,.. Versigm Manufacturer coratect Encirmost-IIII-acome Vol'tiateal D, Validated Submitted FBC APproved A-mved Status => = Ravel- M20 vital, Ind. category: Structural Compar"s Erin Walter, ICC Evulundw, Sorvice, LLC ICC Ev.1-ti- S-vian OIJ03= (952) 89"633 LLC. 12rIM022 oiffiam;!3 Approved R-sion 2020 Waxen, .... or Category: Shau-nal Components Rat, galdnAu ICC Evaluate, 8-te, L LC ran Lahnar� P.G. 02)02/2021 10113M20 (253) 924-9479 (608i 839-3288 OWOS/2021 App-ad Affinnation 2020 Alpha Aurninum. Inc- Category: Par.1 �Irs Jose Silva Lus R_ L- Steven M_ UrI PE (407) 50I P�62514 (717) 317-8454 1 ifiGrBn 1 111[W020 Ilr2012020 Approved < a) Subcategory Taun Plates ownpliance Ifieltiod: Evaluation Report from ... IdonQ_mJcom f205) 592-9800 Subcategory: Engineered Lumber Compliance Method: Eval,untica Report Irwin a R.bch.BhIdwhiQ.eyerhm .Q.ar.larn Subcategory: Soffits alithasluraunurninGayano = I a Product Evaluation Entity Picturt Evaluation Early Compheent. Method: Evaluation Report Imm a Florida. Ragi.tairsdAn,hitatfor a Licaused Florida ..c.m Z F0218I Prealiad, � FL46527-KII Produtts I 11 I I Profeasonal Engineer I I I I < Quality Alusynims, Apparleed for Use Aomexed for Use Impact Deaden Quality Als-rd, Atuarovild to, Us, A,,r2xgd far Us, hadarect Deal- fL'#jS544-R6 Podi � 11 I I I I "I "I It" Product Me". Number a Name Product Dimorl,11w 220tullokwialD�91 he KVHz Outside HWZ Riardsitauk Pressure fto Prodoel Model, Iturall or Nam Prixiluot thimcirleflol CAract Expiration V.D. In Ifew Outside HVH Resistant Pressure QI Assumund. Approved far us Approved for Use Impact Dimign, _j I U18AHS 18 go, high strength truss connectarpiam 12131 f2024 Yes Yes N/A N/A I Wreflarn LVL Laminated Veneer Lumber 0313IQ02� No Yes NA MIA 13"I F-whool, MWI hual or Marine Product Vale,dirthom Cormact Expiration Ones In HI outside flyHz Resistant Pines ... 112- 2 M18SHS 18 giv super high strength truss u-necto,plids 12131/2024 Yes Y. N/A NfA 2 Forearm P81- I Traborstrand LGL Parallel Strand Lumber ll N. Laminated Strand Lumbor IDW31t2on No Yes MIA K/A Y. MIA MIA I Alpha Aluminum Solid Buirrip; Vented Aluminum Goffitt Apha Aluminum Solid 6arrip; Vented Aluminum 0713tV2023 No Yes No NiA I S M11 I 6 16 a.. truss acmued., plate 12/3112024 You yu. I M/A I TJ Rim Board Structural Composite Lumber a Oriented Strand 031312023 No Yes MIA WA Chulu &amp: Wood B.ffill CMU &.mp Wood - SHEET - __ NO. 4 MTi8H8 i8 qua. high onenlith truss c.rarod., plate 1WI12024 You yes N/A MIA 5 PAT20HS 20 go, high sumngth truss corrector plate 12131120211- Yes yes NIA MIA board Rim Board 6 TLI8, MT18 189. tose-D.d.,pl.d., 12131/2024 Yes Y_ N/A MIA 5 Weyerhaeuser RIM Beard Oriented Strand Bound Rim Board V3131f:2023 No Y. MIA WA 7 T-20, UT20 20 go. truss connector patim 12131f2024 yet Yes I WA 11 . I July 17, 2023 PA 1.1 I I i T — I - - — - - — - I � I I 11 I it I i; I I � I I I I I ; I h I I " li[ ' u, ,� u JI I� " I iis at ,0,ID III III , a � . , - I ,i I I � I F-] 1 -L I I I - __ I - _1 - F— I - 11 _F - - - - - - - - — IF - YEA Wrelo Msoubeturor Aflmxson 202D Polls CerperWom Celegr1 W r6ows BubCategary: Single Hung Co Mplisaey Ydbud: COrylNdlon Mark of Listing ASA Freddie YWI.Mumhr or Nam. 1 SOHO$ 10120 High Deft rance8ingle Hung 2 Senn 1020 High Parfornrnca Single Hung a Seri"10081rgISHUN 4 Swiss IQ= Single Hung 5 8111-1020 SIngb Hung a Srbs 10120 Single Hung T SMes 1020. Slngb Hung a Series 104 refs XUng 9 SOn-1020 Single Hung 10 Sanes 1N208Ir"'. Hung 11 Swiss t02081ngle, Hung 12 Senn 102081ngd HUng 13 Senn 102031me Xung 14 Sands 100 argb Hung 15 Senn 1020 Single Hung 16 awls 1=0 Single Hung 17 FL11171&R13-Prmnnb aeries 1=0 Single Hung Ala Poodles! WAdL Muribr or Names 1 ISO series OrThenholor Or F_ndpmposs rAwl High Perlonnena0 Sbgle P1ung 2 ISO aenr ofThermaLLror EncompenaAtand High Pedormenoo 81roe Hung 3 1an We drTherm,"Per Eneempses rAvame S"16 Hung 4 1an Series p7hermnlar or Sheerness" aAWd Single Hung Florida Departine nt of Business & Professional Regulation Building Cotes and Standards P roduet ApprovI Apolatien Dobi[ exert e2 11110=2 EMdbre, Sea. SCIIIII k Dols Pond" DAR GMed EydM.rA Liars Ysiwnw Br V-111"d splelHMd FWAnrovd Apwoxsd 001*0 Joe Hoyden Somali Window Ord Door James L Rudrner, RIF ds CTMQ2020 071142020 072072020 Approved Robinson Morutsowle'AsooClglon CBUCK Engineering MI)1121410911 ga81) 4914W PalbProduotapprommoo Ik-m Produer0eaerimim "SNe HungWindow (4rx72') Wnyl High Poriwmance Slneb Hung Twin Cornpoxln(7 ' xe&1YC) Vinyl Single Hung 11roo Cor poelts (101P ■ TT) Vlryi Sigh Hung T1Pa Comprlb('oar aa3.51 Vinyl Single Hung TWIn GPmp-Ile (9&S' x S1.5 ) Vinyl Single Hong lwln composilp (72' x ") Wry]Slagle Hung TTi0 Cgmpeslta(10g` x 5&S') Vinyl Blrlple Hung Wln(Iw (46-x7T) "WA SIt HUH g Windw (4r x e3.1M) Vinyl single Hung Wkgw law. MIX) Vinyl BOB[. Hung Wind- (48' x aP) '" Slrelo Hung ""t (36' x 72" Vlryl BIngI. Hung Twin Cahoon" (72. x 532r) vinyl Single HUng Twin Comp -lie (60-P xa3b' Vinyl Single Hung Twin pompoollo (B6.5' x 72-) Vinyl Slrgls Hung T.In CAmpoelb (72'. 72) Vinyl Fixed With Single Hume Flenkels 110sr x 72') Pmd,e20sxnridim Vinyl 100 PerleraMnae a Ingle Hung(42 x7T) Wry] High Perld-nee 81ngb HungTem Coq)*Sft (r2' x 0002') VIny4 Slrg(o Hung THIN# GD peoles(10g'x-7T) Vinyl Single Hung Triple Composite (I Or x S&V Anorevad For Use AeororM for Uaa Imoeet Doshr, caeleri6reredn Oda in HVH2 cumi"HvaR Wsis"A Pros re =17=7 No Yes No 5aL 0 05MI12027 NO Yes No +501-M 08i1&2027 No Yes No +401 sn 0B232027 No Yes NO .3046 MIWC27 NO Yn NO +35"36 0811SY1027 No Yes He +35139 050612027 No Yes No +36136 U&IT1202T No Yes Me +351W 0&13/2027 No Yes No +35L39 0611002027 NO Yes No +3W36 01712027 No Yee No +3y 96 0811a2027 No Yoe No +3538 OW2312027 NO Yes No +3W36 OW2112027 No Yes Ns +3%35 001172027 No Yes No +3M-35 05MU2027 NO Yes No +40.MO 1010W2021 No Yes via +30433 airOtilAsiumi el Co,hod gx.niden Dee 0&172027 Agrsmuitg[Lsl in No AoomsdhlLm oubiia HOHz Yn LM= hues M Nr 210110 Pre" +50,w OW212C27 NO Yoe No +50),M 06fl&2027 No Yes No +40140 0W222027 No Yes No +36h35 Florida Department of Business & Professional Regulation Building Codes and Stardt%ds Product Approve[ Application Detail Pew[ At 611002 Code (heft or 29a Sim Dab Psiden go [prior Msaufsduler conic Eed"W&ILloes VSINsbd ar valaard SAWHad FBCAnmwl An abbe Afltmedon 202E Pogo ComomtMn Joe Hayden Bondi Window ale Door James L eudnMr, RE C 07M 2020 071142020 GV DI2020 APPr.Ad Celpary. Windows Robinson ManubowrerAssoodon CSUCH EHOreafig a.bCdoseer NaRoMW811der (841) a21-800 (561)491.9go, CamplioeA YdhW: Certmoption Merit or Listing. PoNaprodUdopiamweepe ie.dom PLAM11614UPro(IIL .. Q Anerm.d/s Ws A,, - (WIY9t 2wim $raE &W d Model. Nranbr or Nome i q ip(i Car.mitExaiewnies is VH Quiet" go qRsIda"i Prossurs 1 Satin 10120 Sliding MnOow Vinyl all Wndw(OX Or NO, 73412-xe0') 0327(2023 No Yes NO +301-M 2 Shies 10120 SOfIng Mnduw Vlryl Slkdng Wlndw COX or XC, 73412' r 30') U.N2812023 NO Yes No 4-M35 a Sen-10120 811dIng Mntlow vinyl BlWlng W dow IKIIX, 10b' x 901 023 03a72 NO Yes Me +3W30 4 Swles 10'20811dIne Mndow Vinyl me Wlydw p(ox. 108' x sir) 09t27i2028 No Y- Nd +3535 Florida Department of Business & Professional Regulation Pew 1 d i Building Codes and Standards 0,10=2 Product Approve] Application Detail Goele raw er DAB! befis OaM W adan Do. 11900 %%,*lea Ns.wbdume Cadsd. EedrerAtimes valkIII Bx wbis""Albed FSCAOorwal Apgr rg i ofthes Anmgtfon 200 Retie Corporatism Joe Hoyden SeMI Wlnplow and Door T.E. Lunn, PE, LLC 07/142020 0T1142020 G7222020 Approved CNleory-Wmdows RObinson ManubaOnerAmoolotlen (861)025-5455 9olowearle Shgle Hung X41) N1 •SON Compli ass Meheil: Cie dkedlon Mrkor Usting. Pelepdduclseenweepe IOLepm Aeeravwl b Use AggMMELBL}(8 lmmo no= g Pledgee ModoL Numear.,Names, Ptodlblnmssriasla cootmd Expired" Deb in VH cutsi&HVNE 1:11664110gj Proostuo 1 Palle 10 Serlea Single Hung WAndow W. OT Vinyl Nonim M Single Hung Window 11S2212022 No Y. NO +40-40 2 peat 10 Son" Single Hung Window -54' x W Vinyl Nonknpsct Single Hung Widow 07/MSMW2 No Yes He +4& 45 a Pala 10 Samoa Single Hung Wndw 64'. or Vinyl Non -Irony Slrgls Hme Wind.. 07A7812022 No Yes NO +501-W 4 Pees 10 Serves Single Hung Widow 4T.73' Innyl NonlmpfM Single Hung Window OVOW202 No Yes Nr +50-00 5 Polo 10 Serb" Single Hung Window ar x er Mnyl Nonrmpsdl Single Hung Window OIIY1202C22 No Yes NO +5W.N 0 Pau 10 SON" Single Hung VAN" 30' x 731 V nyl Nenimpeot Single Hung Win low wroa022 No Yes No +00Leo 7 Poto 10 Berlin Single Hung Window 52-1ff X SO'VInyl Nor-Impgd B(ngto Hung Window 10e17r2P19 Me Yw No +SIL-0M EW1401FRS .. - amAkAno2 1e AnrbrW for Use Al see" for Use immm name Pledgee Yodel. Maribor or Nome Pradudg.spridian Cserrt ExalmoUea Deta in NV141 oubW HVN2. Raelsunl Person 1 P.M. 108ers. Singl. Hung Wndw 38' x 9W Mnyl NonlmpaG Single Hung Window OWN2023 Me Y. Me +4040 2 Polo 19 series Single Hung Window 54'xW Vnyl Non-Impgal 8Ingle Hung Window 111100V2023 Me Yes Ne +454D a Poly lO Sands tangle Hume window 34". or Vlryl NOMq d Siny. Hl.g Wlydpw 01M)W023 NO Yee N) *B81.60 4 POND 10 Serle Engle Hung W ndw 36' x W Mnyl NonMpact Single Hume Whdw DW222023 NO Yoe NO +SSL65 e Palle 10 Berl" $no* Hung Wlndw 52.11W x BY Vnyl NorHmpad Single Hung Window 1W172023 Me Y. No +BW gO FlOnda Department of Business & Professional Regulation Pegs I of Building Codes and Standards 6n02m2 Product Approval Application Ltebig C-0 EWy.r wile gab DabPond t2sFa BM Knds Yrabaturer C.*bd Bedee.,&t4r,be wl'ddw ar ViliYMd eohmiwd FBCAoroval Approved 8kJeat Afirrhil 2D20 Pelts C.MorelWn Joe Hoyden aandl Women W. adme"r, P.E. T.E. Wmen, PE, LLC 07/142020 071142020 0712M202o AppgwAO Ce"o,y. Windows Robinson PE-04135 (001)625.6485 8u1,rg.t.ere. Hobordal 511der (8411821-5010 Caapldnne NAM& E-Naydn Report From a pel.pmdudapprowl®po Florida Registered Architect Or a Llpenyod Flords 118.00m PmNeslo al Engineer FIY4M71.e14 Vngigpb Q"HhrAnnrrbe Aerexsd For Use Apof"W fat Ues Imgrpt D"N- ffiP Prodad Mud. Nrnbr or Nrae Praaud D-bddlm CaldlnbtEunlnnen txr In NVNz OubY■HVNz a,Hbne ProsPprB 1 Santa 106Nding Wimdow Seines lO Vinyl Forged 690he Windows OWZS2081 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards P rodutt Approval ApoIi;efion0etll Pew l d 1 anaaox Gade ErAty or 011111.. Ds Dsix Wndnn g�l�1 Wtalon Ym.lbet rot rrndnarALlos" Mallow ar 8 d SAWtis FBCAepre.N . � States Atli=* r 2020 Polio CorpwWbn Joe Heirl Sandi Window end. Dow Jo wL Budmer, P_E. OT11412020 M412020 Gr120r2036 Approved CeNepy. W rdows Robinoon MenuftowwAssgolston CSUCX EngeMadng aubCelNW.. Fixed (541) 5214MM (5151)491-9927 CwiPIIOACO Method: Codification Mark or Usting Re11OPod.W.PProva�Pe Ils.odro ShodhAmumidsh Arran s wrr UM AggAmmd for glg (Agog jjj Alan: Prod.ee Model, Number Or Mama Produee0.rdeH4n Canemd Beptatde Dab in HVR2 cursidir WA Buiafanl. 1 SNIe 1071M Wye Owed Window (SP X TO-) 07113=2 No Yee Me k25.25 2 aw"Iwo WWAend window (108,x64') ourfm 022 No Yes Poi *I" 3 som.1020 VW Fixed Wlrxbw(W'x 60ry OYM&2022 No Yes tie +50I-W Ft18116Ri3. Plsdwa. bag pmd dtmw l,MumborwNga Qm1UrAruronhi. PMndudDxsadmim CerrreFasiMdnDOb Aeraved for Ws inNVHi Adamrrd ran Use OubMeHYNi im9w Owns rprs" 1 Sans 10120 Vinyl need window (90' xTV) 0711I512024 No Yes No +251.25 2 Zones 10120 Vinyl Oxed window(100•xfu[') OTM&2024 NO Yes tip +25A26 9 SOHN 10120 M(ryl Fired Windw(W1x 60-) 071150024 No Yes No +S(pw Florida Department of Business & Professional Regulation Building Codes and StardaMg Product Approvat Application Detall Pool N2 0114=2 Gott! rmm. De. Deb Devil Pehdir Pik TV" Kan Hen Nom6dumor Cs Endow&L:*m V40W WBr 1MN0e404 FRO AporwM AAnow"d, owm Aslrmption 20M Polio Corpardkn Joe Hoyden Bowl Mndpwsrld Dow Jpmes L BUdrner, RE a M 4112020 0711-920M 07202020 ApP--d cosol lf•Exlerior Door" RObinooH MMubCIUMrAseobiofl0n CBUCH Engl,w*v ■obCdeerst SNdlng EdendrpoorADrmaOae. e541 M149= (561)4B141e27 Campil- Method: Cafteslion Mork or IJeflng pelbpodudoppm Go. lode. I'Ll 14f11Pladutls -. - QIMWtrdelooMt Anoravad he Lea A,anwed for Use lmg10t 1iB11fB �(a)( Pledge Mold. Nri.br at Now Pradl1611011rrimlan CsllkrastfixOireelin Oab in NVH2 ouwmb Hvm ROojele( Person 1 arle. 10120Q&Olding Gl-s Door Msyl 241amel-07&ldlrg Dlg- Door (W x 961 11f3M2021 No Yes No +251:25 2 Seines 102025 S kilme Glass Lidor Vinyl Sigle Pale) Fixed 10' Door (SNOIIW34.1&IV WQW022 No Yes Ne +3a139 x 81•irY) 3 Sorbs 10200561101mg 13Ion Door Vinyl 2-Painel'QX' 11110119 GWe DOW(7T. ST). 10N512021 No Yen No +35.75 4 Senn I0RIN26awl no Goss taw Vhy4 Single Panel Fhrd'0' Door(Sldelft 47.1a^ x =262(122 No Yes NO +2SL23 Sb112') FL92M414AP,a,irer QcalllrAmproW Aapravad for gas Anro+ed for Use Wesel 0 See P W d Mode. Nrmbr rleame PredualDemoddirn cexkmek ExOh - 0Delp in HWR 0.1sm. HVHz Resistant ,Prrarm 1 Swop IS) or Emrnpsss rAVWUBIWV GIM Dow VW 24.0mel T)r Slides Glass Door (9&11T x 0W2412051 No Yes N. +25M g}tf21 2. awlr 153 a EmoornpwrA-Hti BlWhg Glass Door Moyl Single Panel Flzed'0' Door (Sldellb,3&1?x 021WOU No Yes No +41n"0. 81-121 a BOHM 1WorE_Pfn-rAvsnd slldhlg Qdse Door Vinyl 24ynel'OX SIWngI .Door (72 x82'} 081052022 No Yes No -am-as 4 Sd1-190rt:rmmps9a dpAWrnti 8lhjhgGioss Door Virryl Single Panel Find '0'Door(SWeIga,47-IOx M(1042032 Me Yn No +251-25 PL1ffisa4l14Pieie4s aJE Product Model. limber at Names. OrrNb A-gness Pradndpmoloeim Csekmet Bxnheda Osb AerasN For Use 1. HYN Mena yl For Uae GueaYs HVIN hhodd Rul,ggt Dadan ones"„ 1 Series 100 or Encompen orAvsnti81long Glass Door Vimy124Wtel T)r 811drrg Glee Door(WIW x OW2412CI31 No In. No +214s.23 ab121 2 sod-150 or.Ermmpnt orAWmlSIWlrg Gles Dow Vinyl Single Patrol Fixed 0'Dor(8kleile, 35.1W x 021612032 No Yes No +40110 et-i21 3 Well,150 or FJee ors orA"mValleging GMssDoor Virtu 2J4nal'CX'. Siding Glass Door (77.821) 00124=2 NO Yes Ni +W1+96 4 Senn 130 or Emompw orAvand 310me Gles.Door MwA Shgle Panel Flmd'(' Door (SMOINk 47-irY x 02118f2032 No yes No +25k-26 es-i21 Florida Deparurnent of Business & Professional Regulation P.01 di Building Codes and Standards enN232p Product Approval Application Detal[ r. s e fall! - - Ea trar Sea .Ol.II, c"IF40il.e gig nalee. Vtre ft Mand6durer Co g andne.r:ALlwrrs YeIM.Ud ar Vslldetrd u rolft FBCAaw-,l APProwed efatw Anrmation 20M Polio Comonstion JOe Hoyden Send) Women SohaMer T.E. Lunn, PE, LLC 07114=20 07M 2020 WP22=20 Approved Cerslwy. Wndows Rebinedn PE-04135 (861)6254455 SOKONO" Fined (811) 02130% Cwnplelsr YMhod: 1201USfon Roped troma Psgeproduclopp"Wape FloretRsghbred Arehledur■LkMnaed Rands I.Aorn ProhOelonal Engineer PoOdoft QVW&Anrrrr ApormW for Us. Aomm.dM use f%➢ABt Doolgn �q¢ peg" t4pd9L N,sebr O'Nwn ProdntDsnrieeien Costnrt Bxs(reiw" Dole in HVHz cook%HYIYL IYalosPh Press 1 108arl-R.H eFared 10 Berl-lt2'Fl.nV Fixed Mndow 0612&2031 Yee Yes Me N101 t`7 N (1. L d G G M 2 � J V A T -ice N Q) c NU _ (b O� � �• .� N0L a O .0) `v V Tit V CU O M U) 0 O 0 O C C O ^1 W O M U_ p > •c CnIn E O Al CIO 0 ICU �_ � z z W J �g zC_ o > L CL o � U O L fJ U m -0 0- O L w� z J z a July 17, 2023 SHEET N0. PA 1.2 _fi1, - _ _ e .. I uu�..e1.tl ., a�l. ����_. �. -- i r - 1 �. ��r-rr- - u__r. i y. N c _ 0� Emma Simpson Stroh Tie 2020 FBC Approved Products p g- pp Updated nr� n nn Simpson Stroh Tie 2020 FBC Approved Products U Updated 12/30/2020 Simpson Strong -Tie FBC Products Updated 12130f2020 Simpson FBC Approved Products Updated 1213MO20 f` 0_ O 0 For direct links to all SST approvals listed below, COCK HERE. - _ For links to all SST approvals listed below. CLICK HERF- - pp , all SST approvals 2020 Pp Pi.F W ryrye„ L.L F I For add Clonal Iniamadon regarding Florida's Statewide Protluct.A rowel System d � d C t.V 9 man MlamiH76 can eg _ g PP ys e N �Ce aAcae t c tO CLICKHERE. oG an e J y p ( A), m Fa atl i[lona irdormatla regarding Florida'sFla a's Statewide r Approval to Miami- a County tl I n g.- g Id ewid Product pp I System and D de Ca y c e [ e 1- CLICK HER Notice aA d p anc. (f ©A). E m For additional information regarding Florida's Statewide Product Approval System and Miamr-Dade Notice or Acceptance (NOA}..CLICK HERE. g Fa etlditional Iniamation regarding Flalda's Statewide Product Approval System and Mlarrti-Dade County Notice of Acceptance (PJOA), CLICK HERE. - � ^' 1' 3 - FL#2355-R7 FL#10446-RG FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ragging from 1.5/8" to 3- C 9116" and heights ranging from 4-51161c, 11t[ Concealed flange (3) (� Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (H USC) available for models having w4th equalto or 0 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A$5, A44 Angles 1 BT, BTB, BTH Brick Ties greaterthan 3-9116". N L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths rangin -7/8" 0 3- M O N 0 i- = 3 APB44, APB44R, APVB66, APBWR, APB88, APB88R, AP61010, AP6101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 1 _® 0 0 _ FL#9589-R6 APV844R, APVB66, APVB66R, APV688, APV688R, APV01010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3:83-SDS, LGU5.25SDS Face -mount hangers y p (� 0 i 4_ (a 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 6 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers W r r (a 0 Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers 70 0 1 2 SD10112DB8 SD9112, SD9212; SDI0112, SD10212 Outdoor Accents Connector Screw Strong -Drive SD Connector Screw 5 6 APHH46, APHH46R, APHH610, APHH61OR APL4, APL6, APT4; APTB, APVL4; APVL6, APVTA, APVT6 Outdoor Accents Heavy Hanger Outdoor Accents Land TBeam-to-Column Ties 7 8 H1, H10A, H25A, H3, HO, H7Z, H16, H165, H16-2, H16-28 HGT-2, HGT-3, HGT-4 HurricarieTies Heavy Girder Tiedown 16 LUS series hangers Face -mount hangers available in widths ranging o 91 518"and heights ranging from 3" to 10-15116". - Cn U� 0- 3 SD9112SS, SD921255 p LPL [i 0 CD Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R. APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents'Light Hangers 9 HS24 Hurricane Tie 17 MGU3 63-SDS, MGU5.25-SUS, MGU5.50-SDS, MGU5.62-SUS, MGU7.00-SDS Face -mount hangers n Cc a ICUa2 t+ 4 SDCF22434, SDCF2251-2; SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD31.5, HSS2-2-SD83: HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths rang rom 1-91 't0a-e`t SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2: HST3, HST5. HST6 Straight Straps 118" and heights ranging from 6 15116" to 1 -1/2". a 2 N tO 5 SDCP22434, SDGP22512, SDCP22614, 5DGP22700, SDCP22858, SDGP22912, Strong -Drive SDCPTimber-CP Screw 10 GJT3Z, GJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS2S, HTS30, HT530C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers � to Wa SDCP221100, SDCP221134; SDC P271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers _= y Skewed face -mount hangers available in dth angling 1 1 - 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screws 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging fir3-1116" to 13-37 v 4 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FOG Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURD, SULC) a ble for all Mble_ 3 to SDS25500. SDS25800, SDS25800 14 FWANZ Foundation Wall Angus 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is conceale to m ar s 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25912SS Strong -Drive BIDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT62D, LTB40 Bridging 21 U series hangers � � � Face -mount hangers available in widths rangin 1-91S;,E C Q 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H25T, H8, H10A-2, H1 OS, H14, HGAI O Hurricane Ties 18 LTS12, LTS16, LTS1S, LTS20 Light Tw"nsiStrap 6" and heights ranging from 2al8" to 11.1 Y •= �+ 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown N Q� C 18 HH4; HH6 Header Hangers 20 MS727, MST37, MST48, MST60, MS772 Straight Straps o FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16: MSTAIB, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 d v i 20 L30, L50, L70, L90 Angles 22 MSTC28. MSTC40 MSTC52. MSTC66, MSTC78 Straight Straps Q Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MSTC66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATRV2, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST1261 MSTI36 MS748,, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUOS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16 MTS18, MTS20, MT824C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BP1f2-31 BP518-2, BP518-3, BP3/4, BP314-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2z12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-616" to 7- 4 CNW318, CtNW112. CNW518, CNW3/4, CNW5f8-112, CNW314-518 Coupler Nuts 25 LSSRI,81, LSSR2.1, LS8R2,37, LSSR256. LSSR210-2, L8SR410 Field Adjustable SIDpeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-1X to 24", 5 CTUD55, CTUD65, CTUD66. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS213 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, 0-242, ML287, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP41 SP6, SIPS Stud Plata Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, STi B. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1f2'. 10 URS3 3f8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T020, T627, TB30, TB36, T842, TB48. TB54, TB56, TB60 Tension Bridging. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10; TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedovm 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 5-7/8" 13 URS6 314" Uplift Rod Run Tie -clown System 35 TJC37, TJC57 Truss Jack Clips 37 W6106; WB106C, WB126, WBf 26C, W8143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32". FL#10441-96 FL#10531-R5 9 HS series hangers Top flange hangers available in writhe ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30". Sea 0 Product Model. Number or Name Product Description Sea # Product Model. Num bar or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down SBA fi Product Model, Numberor'Nam e Product Description 1 CBH2,37x5.5, CBH2.37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC10/4, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DUUTF series hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HH0011, HHDQ14 Hold-down 2 0SC2R-SDS3, DSC2LSDS3, DSC51R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1.9/18" to 3-9116" and heights 7/8" and heights ranging from 7-112"to 32", 4 HDU2, HDU4, HDUS, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.O0-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold -doom 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411,81, HHRC44, HHRC5.25f3.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 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 MPAI32, MPAI44 Strap -style puriin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-b/16" td 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.5D-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9/16' and heights ranging from 5-3Z'to 13-1f8". 10 FAI18, PAI23. PA128, PAt35 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14. STHDI4RJ Strep-style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25f1U version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA216-2; 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, THA428-2 118" to 5-118" 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 THAI1.81f22, THAI201 THAl2.1122, THA1222, THAI322, THA13522: THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9116 c, 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1f2" and heights ranging from 2.718" to 19.1/4"_ Concealed Flange 5/8" and heights ranging from 9.118" to 16'. 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 18 VTCR ValleyTruss Clip greaterthan2-9116". ranging from 5-318"to7.14'. 10 HUCQ1.13119SDS, HUCO1.81AISDS, HUCQ210-2SDS, HUCQ210-3-SDS. HUCO3IO- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11SDS, HUCQ610- ranging from 9-3/16"to13-118". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Vic- • Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 cm For direct links to all SST approvals listed below, CLICK HERE For direct inks to all SST approvals listed belay, CLICK HERE. For direct links to all SST approvals listed below, CLICK HER RMFa direct links to ell SST approvals fisted belar>, CLICK HERE. For additional information regarding Flpride sStatewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA}, CLICK HERE. .. For additional information regarding Florida's Statewide Product Approval System and rJtiarre-Dade County Notice of Acceptance (NOA), CUCIi HERE. «For additional information regarding Florida's Statewide Product Approval System and Mane -)Jade County Notice d Acceptance (NOA}, C K HERE. ii$i " For additional information regarding Florida's Statewide Product Approval System and Mann -Dade County e9 9 PP ys Notice of Aces Lance NOA ,CLICK HERE, ty P ( 7 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#1146a-R5 18 S/LBV1:56, S1LBV1.81. 51LSV2.06, S1LBV2.37, SLBV2.56, S/LBV2 68. SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor conorete ranging from 5-318" to 15-1f8". S/LBV3.56, S/LBV3 62.S/LBV4.06. SILBV4.12, S/LBV4.28, S/LBV4.75. S/LEIV5.60 6 Strong -Bolt 2 (STB2 STB2-4SS,:STB2-6SS) Strong -Bolt 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. Number or Name Product Description 19 S1LTT20, SIDTT2Z. S1HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HO (THD H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS68S) Than HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in wndths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plata Ties available Wth hex head in carbon steel and Types 304 and 315 718" and heights ranging from 9" to 33-112", 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCg31O-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGS2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2", 5 THGQ2-SDS3, THG03-8DS4:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HO Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24", THD50234RH, 7HDiD212RH) 25 PF, PFB, PFDB, PF05B series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118". FL#11473-R5 FL#13904-R5 CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea N Product Model. Number or Name Product Desca2= FL#16230-RB 118" and heights ranging 9-1/4"to32". 1 DETAL2D 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 COTOM4,62SDSG, CGTQMS.50-SDSG, CCCQM3.52-SDSG, CCCQM462-SDSG, Sea # Product Model, Numberor Name Product Description 3 HIS, HISS, H16-2 H16-2S Hurricane Tie CCCQM550-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12,HETAI6,HETA20,HETA24.HETA40 Embedded Truss Anchor 2 ECCL0M362G4KT ECCLOM4:62G-KT,ECCLOM5.50G-KT,ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQM0462G KT ECCLLGTMD5.5OG-KT, ECCLROMD3.62G-KT, ECCLRQMD4:620- 3 SET XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors Kf, ECCLRQM65 SUG,KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchorfor masonry I ABA44, ABA44R, ABA46, ABA413R, ABA66, ABA06R Adjustable Post Base 7 HHETAI6. HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM550, HGUM7.00, HGUM7.25, HG UM9.00 Heavy Masonry Hangers 5 Titen 2 (7N2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ASU46, ABU46R, ABU5.5, ABU5-6, ABU65, ABU66: ASU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2;5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26-4, LGUM28-2, LG UM28-3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H63S, THD-CS6SS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ASU88R, ABU1010, ABU1O10R, ABU1212, Aeu1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210.4, LGUM46: LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, A2W46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 A04, A04R, ACE4, AC6, AC8R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Tie for Masonry 5 MBHA3.12(9.25, MBHA3.12JI1.25, MBHA3,56f7.25, MBHA3.5619.25, MBHA3.56111.25, MBHA3.56/11 A8, MBHA3.56114, MBHA3.56/16, MBHA3.56118, MBHA5:50f7.25, Masonry Top Flange Beam Hangers 7 Titan Turin countersunk head. z `n 5 BC4, BC46, BC4R, BC6, BC5R, BC8, SCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 .Strap Twist Strap for Masonry MBHA5.5019.25, MBHA5.50/11.25, MBHA5.50111.88. MBHA5:50f14, MBHA5.50/16, (TNT} Titen Turbo Screw Anchor for concrete or masonry V 6 C644, CB46, C648, C866, CB08 Embedded Column Base MSHA5.50118 7 CBS044-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CB5086-SDS2, CBSQ88-SDS2 Embedded Column Base 6 Mli 5619.26, MBHU3.56flI.25, MBHU3.56111.88. MBHU3.56114: MBHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1 4" to 9-112" and FL#11496-R5 MBHU3.56f18, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50/11.88. MBHU5.50114, W2 ranging from 3-5f8" to7-1f2" MBHU5.50116, MBHU5.50115 Sea # Product Model. Numberor Name Product Description O 9 CCq-SbS2.5, ECCQ SDS2:5 Series Scree ed column cans with W1 ranging from 3-114" to 9-1/2" and et Product Model. Num beror Name Product Description 1 X3461016-5K, X1S1016, X1 B1016.4K XQ1 SIDI6, XQ1 B1016.4K 410-16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-5/8" to 7.112" 1 DTT1 Z Deck Tension Tie Drill Point 10 11 0PT44Z, CPT66Z CPT88Z EPB44A, EPB44 Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ1I4T1224, XL0114B1224-21K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping EPB46, EPB66 Embedded Post Base 3 110313, 1­11)5E, HD7B HDOE Bolted Holdowns Screws with #5 D[III Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTTS 3M Tension Ties Sod # Product Model, Number or Name Product Description 3 XM0114S1224 XMQ114131224-21K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTTI9, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338; SDW22438, SDW22458, SDW22500 SDW22600 SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDVV22634 4 XQ114S1224, XQ114B1224-2.5K, X114S1224, XQI12S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with ifs 15 MPB44Z, MPS66Z, MPB887 Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point U 16 P844, PS44R, PB46, P666, PB56R Embedded Post Base FL#13628-R5 3 SDWH193O0DB, SDWH19400DB, SDWHI9600D6, SDWH19800DE. SDWH191000DS Strong-Dnve SDWH TIMBER-HEXSorew 5 XU34S1016, XU34B1016-51K #10-16 Stro ng-Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH27400G, SOWH276DOG, SDWH278OUG, SDWH271ODOG, SDWH2712OOG Strong -Drive SDWH TIMBER-HEXHDG Screw #1 Drill Point 18 PBV6, PSV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16. PC46-16, PC48-16, PC64-15, PC65-16, EPC44-16. EPC46-16, EPC48-18, Post Cap 1 SB51Sx 24, S0718x24, Sel x3O SB Anchor Bolts 6 SDWS19500, SDWS1971Z SDWS2240D,SDWS22500,SDWS22512, SDW522600, Strong -Drive SDWS TIMBER Screw (interior Grade) O EPC64-16, EPC86-18 2 SST816, SST620, SSTB24 SST628, SSTB34, SST836, SST81 OIL. SSTB20L, SSTB24L, SSTB Anchor Bogs SDWS22800, SOWS22900, SDWS221MO. SOWS221I M. SDWS221200; SDWS221500 FL#35320-RO 20 PC4Z, PC4R7, PC6Z, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300D0 SDWS22400138, SDW522500DB. SDWS226000B, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221GOODS Sea # Product Model. Number or Name Product Description 21 PP044-4Z PP644-6Z Post Base 8 SDWS2231208B, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC043,5: DSSC846, DSSC848, DSHS Bypass Framing Drift Strut Connector �11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730DSS SDWS2740OSS, SDWS2750OSS, SDWS276005S, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC645 5, FC6475, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector �(D SDWS271 COOSS, SOWS271200SS 3 FPHSD34S1015, FPHSD3481016, FPHS03481016-5K. FPHSD34S7214, #10-16and #12-14 Strong -Drive FPHSD Framing-tc-CFS Setf- V! Sect # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws ICU FL#10e66-R5 1 CMST12, CMS714, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6.25; SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M; 2 HRS6, HRS8, HRS12, FHA6 FHA9, FHAl2, FHA18. FHA24. FHA30, M5TI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC425LSSC6 25, SSC2.25, SSC4.25, SSCB.25, MESC2.25, MSEC4.25, MSSC6.25, Steel Stud Connectors U e ■ ■ Sea # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48; MSTI60, MSTI72, SIMST27, S/MST37, S1MST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Straps FL#1.5363-R3 6 MSSC4 25KW MSSC6,25KW RCKW3, RCKW5 5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Reti Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC843.5, SOB45 5, SCS47.5, SCS49.5, SCB411.5, MSCS45.5, MSCS47.5 Bypass Framing Siide-Clip Connector O_ 3 GH4", GH46-8, GH48-6. GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- 8, GH610-6, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 LSUB143.25, SUBH3:26, MSUSH3.25 Straps 33 mil (20 ga) Bridging Connector Seo # 1 Product Model, Number or Name AS 18, AS 18S5; AS 18S6 Product Description 18 ga. Truss Plates 8 9 SCS32-5197, SCS62-5197, SCS52-5J118, SCS82-51118 SCW325, SCW5_5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLBSA, 01-13513, 0LB5C, GLBSD, GLB7A, GLB7B, GLB7C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC6.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT812, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plata 8 LTS12, LTS16, L7SI8, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3,518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, S1-22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34BI414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 0 ICU 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedmvn 10 MSTC66, MSTC78, STS238 Straps 68 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18. MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016, XQ1 B1016-41K, X01S1214. XQ161214-3.5K, X078SI224, XQ78B1224-3K, 410-164412-14. and #12-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1 a6 S161 81 S1132 06 5182.37, S/132.56, S/B2.68, S1B3.12, S183 .rib; S1B3:62, S1B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114B1224-2.5K, XQ1 12S1224, XQ1 12B1224-2K, X34el016-51<, Tapping Screws SIB412 SB428 516475 SIBS. 50 X1S1016,X7SIOIe.41<;X1S1214,X161214-3.SK Q 13 SiBA212/8 SIBA212/10 SBA2.12112. S1BA2.12114, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z SIBA4,18f12, SIBA4.15l14 1 ET -HP Adhesive Anchor for concrete 14 &H1A Hurricane Tie 2 GAC GDP, GDPM 50, GDPM 75, GDPM-100, GDPS, GW-50 GW-75; GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD8S, SIH088, S11-1010S, S/HD1013, SIHDISS, S/HD15B Holdowns 3 PDPA PDPA-K, PDPA-MG PDPAT, PDPAT-K, PINW, PINWP, PINWP-W PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S1HDU4, S1HDU6 S/HDU9 S1HDU11 Holdowns PDPRWL MG; PSVL3, PSVL3 K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -I 17 SQCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a. SHEET NO. July 17, 2023 PA 1.3 . ., i I. - i .a. i oi.il, I.i F�J�I I I ih1 iIt .Ito, i .. I I I - 1 q MIAMI, MIAW-DADE COUNW PGT Indnstries. inc� PGT Indusitries, Inc. > 0 _0 WMD 4 9.04 CL CZ_ 0 PRODUCYCO2 NTROL SECUO-N PGT Industries. Inc. (D CL 0 1 1 1=5 SW,26 ftee� Ro4= 208: NOTICE OF ACCEPT.-UNCE: EVIDENCE SUB.AJITTED NOTICE OYACCEPTANCE: EVEDETNNCE SUBU.TTED co -0 1 DEPARTAWNT OF REGULATORY A" ECOICOMC RESOUILCrS 9WR) Nfi=F, Mormb 331-75-2474 BO-46RD AND C ODE AMUNISTRAMONDRTMON TC796)3l,5-25P0 FC-TW315-25_99 NOTICE OF ACCEPTANCE. EVIDENCE STUBMITTED D. C3 = AS SITRANCE (D a) Cn -NOTICE OF ACCEPT.4-NCE (N-OA) avlecaaony 1. Evidence submitted under preiious O-A QU -A.L Cj =-IZ co co W A. DRAWE1 �'GS B. TESTS (continued) L Miami Dade Department ofRegulatory and Economic Resom-ces (RER)_ C:) 0 -0 0 0 PGT Industries, Inc. 1070 TechnoloT71)rire, L INUnufacturers die drawings and sections. 5- Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 0 'North Venice. FL 3427 5, (Submifted un&r ,VO.4 IN& 11-0107.04) 2) Umfofm Static Air Pk-ssme Test, per FBC, TAS 202-94 1. _XL1TER_LkL CERTIHCATION-S -< 2 C-4 c 0 LL. SCOPE: titled­V 2- Drawing No� _10-5,570.0- VI Shding Gl; Gor shee in ass D NOA a ts 1 3) Water Resistance Test, per FBC, TAS 202-94- -loticeofAcceptanc-e-No.l,-"-';'I .14 issued to Vision Extrusion I:miited fort :g.T W L N h 0 .4— This NOA is being issued under the.applicablexules andregulai the use of The thrmigh 22 1 of 2 1, pnVared by niAnufacturer, dated I &TD511 5 with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 NILite Rigid, PVC Exterior Extrusions for Windows and Doore. dated 0&-' 311-11 t" E :�5 0 > -0 E 0 documentation submitted has been reviewed and accepted -by Nfianii-Dade County M -11roduct Control Section to 04105117, signed and sealed by A- Lynn Miller- P.E. 5) Cyclic Wind Pressure Loadingper FRC, TAS 203-94 expir-ing on 0930/1-9. be wed =M,== y -Dade Count - mid othuare" whae allm-edby 4he Aulhatity 14avimg Jurudicticu (AID). 6) Foxed EltryTest, per FBC, TAS 202-94 2 Not ke of A c c ep t ance No - 16-0920.08 iss wd to V ision Ex-i rusm, n Limted fo f L t heir 21. U W Cn = M This,NOA shallnotbevalid afterthe expir ati= date statedbelmr.-TEhe Miand-Dade ComityProduct Control. Section B. TESTS along withmarked-up drawings2nd instzIlation diagram of Anyl sliding glass door, prepared 1000 Tan 202 and hoter Shades Rigid PVC Exterior Extrusio i :5 - - -0 . U) (In Miami Dade County) an"f the AM (in areas other than _Miami Dade County) reserve the right to have this L Test report on 1) Uniform Static AirPressune Test- -kS 202-94 perFBCJ� by Fenestration Testmg Lab- Inc., Test Report No. FTL W49, dated 11 fD615, signed and Windows and Door-s" dated 12M,46, expiring, on l2Q%2 1-W CL.= product ormilefial testedfar qualityassumcepurposes, Lf this product ormaterial 6ih tope�fotmiu the accepted 2) Large Missile Impad Test per FB C. TAS 201-94 sealed by Idalmis Oatega, P. E_ (I'est fep�wt revised on 12/04 115 andO'DlIJ145) Notice of Acceptance No. 15-0-5219.15 issued toVisian F_xam4on t -d faf t 3- N Litmi L heir manner, thenumufactufer will incurthe expenwe of such testing and the AHImay immediatety, rev, oke, modify, or 3) Cyclic Wind Pressure Loading per FBC_ T-AS 203-94 6- Test report on 1) Air Infiltration Test, per FBC, TA.S 202-94 '-Brown Coated (Painted or Laminated) White Rigid PVC Exteii" Extrusions for suspend the use of such product or material within their jurisdietton. RER reserves the right to fevoke this along with marked -up drawings and Justallation. diagram of vinyl sliding g1m door. prepared 2) Unifonn Static Air Pmsure Test- per FBC, 1 AS 2_102-94 Windows and Doers", dated 08i'l 3/15. expiring on 09/30119- acceptance- if it is determined by Nfiami-Dade County Product Control Section, that this. prodwt -or material. fails to meet the requiz-aneats of the applicabk- building cc&- by Fenestration Testing Lab, Inc- Test Report No-FIL 8717, dated 12210T15, signed and 3) W aterResistance Test, per FBC, TAS 202-94- 4. Niotice ofAcceptance No- 1"712.027 immed to ENTERGI Fenestration Solutions USA, This product is aplxaved asdescribed heTein and has bem designed to comply with the Florida Building Code. sealed by Idalrais Ortega, P_ E_ (rest report revised on 02115.q6 an d 02,244 6) 4) Large Missile In4mc t Test per FB C, TA S 201-0-4 Inc. for their -LA-N 30AG and Lighter Shade s (.Non -White) Rigid PVC E xtef io r including the High Velocity Humcwie.Zoue� 2 Test report on 1) Air Infkation. Test . per FBC TAS 2 02-94 5) Cyclic Vkrmd Press� LDadmgper FBC, TA-S 203-94 Ex"sions for Windows and Dears- dated 09,15;16, cq)iring on. 021040-1- DESCRIMONW: Series "5_4570/2 770" Vinyl SUding Glasis Door (Reinforced) w/wo 9OR & 13.0 corners-LM1. 2) Umfbon Static Air Piess-ure Test- per FBC_ TAS 202-94 along, with marked up drawtngs and inst. zdhtion diagram of -%myl slidmg glass, door prepared 5. Notice of Acceptance No- 1"712.04, issued to ENTERGI Fenestration Solutions U SA, APPRov.kL- DOCITMIE.N-T- Drawing No. AM-5570JD RevB, titled"Vinyl Slidmg Glass DoorNOA (Ll�'% sheeis 3) Water Resistance Test, per FBC, T.kS 202-94- by Fenestration Testing Lab, Inc., Test Report No. FTL 8_5_52, dated 12AW1 5- signed and Inc, for their "Bronze and, Lighter Shades of Cap Coated Rigid PVC Exterior gh 21 of 2 1 preparedby manv dated 10,V I throu, hauser 5115 and last rmised on 026 1/2 L signed and sealed by 4) Large MissikInVac Test per FBC. TAS 201-904 sealed by Idalmis Ortega, P. E_ (Test report revised on 02ol 5,2016) Extrusions, for Windows and Doors" dated 09/1516- expiring on 04/16120� 'N � A. LNmnNfiller, P_F__ bearingthe Nfiami-DadeCountyFroduct Control vis n Re io r-421W with theNotice of -5) Cyclic Wind, Pressme Loading per FBC_ TAS 20344 7- Test report on 1) Unifom StaticAff- Pimure Test- AS 202-94 -per FBC, T 6- 1 otice of Acceptance No- 16A712.03 is%,W to ENEIRGI Fenestration Solutions USA, Accepunceaumberand expit*ion date by the Mami-Dade Co� Product Comol Section- 6) Forced Entry Tcst� pef FBC., TAS 20',)94 2) Large M issile Impact Test per FBC, TAS In-, for their-NNIAte Rigid PVC Exterior Extrusions for Windows- and Doors" dated A1113,S]ME h1PACT RAIriG.- Large and Small -4fissile Impact Resista nr along with=rked-up drawip and ing--Alatim diagram of virtyl sliding glass dom Mpared 3) Cyclic Wind Pres�mue Lo�ingper FBC, TAS 203-94 08AQ11 7- exT-h* on 02P2811 8- Limitations: by Fenegration Test irki z Lab, Inc � Test Report No- YTL 8*546- dated 1 1106115� signed and along with marked -up drawings and installation diagram ofvmyl sliding glass, door, prepared 7. Test reports No(s). 1 0-W2-7921(A), 1M6-M052 7- 535 75--"9- per ASTME-84, 1- See table I (sheetZ) and table 2 (sheet�) fbrapp1icab1eSGDunjt sizess- design pressure%, reinfbTcementstype5, y -6 sealed b Idalmis Ortega, P_ E_ (Test report revised on 0110411 a6d02dl)2016) by Fenestration Testing Lab.. Itic. Test Report No. FTL 66-19 (&-ur4Aes A-1 thtu A-2�), dattd ASTIvO 1929 and ASTI�M-635 - issued by EXOVA to Vision Extrusion for cellulosic glasstypes, sillriser(see tablesB-1 &R-2. sheets 7-8) and awhor layout sheets requit=ents in 11 th:rul6- I .3, Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 '0 yJ _Causo,P.E_fSnbwWdund,­rJ 1149110, signed2nd sealed b -orge A NO composite material Z gid White INFC. Tan (-Non-wbite) Rigid 2. Rii PVC-andBrowne6ated(Paio--dorlamiEated) white Ri id n gi IC to be 2) Uniform Static Air P*nssure Test- per FBC-- TAS 2 0107 0-4) (Submhred raider A10A �'Vo. 11-0167 04) labeled per refvrenced NOA7srequirement&_ 3) Water Resistance Test, per FBC, TAS 202-94 9 Test report on 1) Air Infiltration Test, per FBC_ TAS 2(P244 8- Notice ofAcceptance No. 14-0916.0 isnied to Kuraray America-, Inc. for their 3. Egres-s operabk- dommust tornplywith min clear width orheight peTFBC requitanent, as applicable. 4) Large Nfissile Inipact Test per FBC. TA S 2 01-94 1 UnifGnn Static Air Presswe Test. per FBC, TAS 2�02-94 2) ­SenrryG1as9­(C1ear and Whke) bterlayer'- expiring on 07104A 8- 4. Po-ck-et walls under sepawte approvaL. to be reviewed by Building official 51) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Rffl=nce'Test, peTFBC, TAS 202-94� 9- Notice of -Acceptance No16-1117�01 issueil toKurmy.kniaka., Inc- for their LABELn."G: Each unit shallbea- a peananentlabel with the manu&ctureex name orloge. city. state,andsexies-and 6 ForcedEn"Test,,per-FBC,T.A.S.20�7-cA 4) Large. Missile- Impact Test pexTBC, TAS 201-0-4 "Trosifol.9- T-11trackar, C]ear and Color PNTB lnterlavers7, expiring, on 07,108t1g. folloning statement'Mann-Dade County Frodwt Coutrcd Approved", noted herein- along with marked -up drawings and insUHattion. diagram. of -vinyl. sliding glass door- prepared 5) Cyclic Wind Pres Loadingper FBC_ TAS 203-94, PLYNEWAL of this-NOAsh - allbe considered after a renemal application has been fdiedand them has been, no by Fenestration Testing Lab, lw�_Test Report No- FTL 8547 r dated 12,04/15, signed and 6) Foroed Entry Test, per FBC, TAS 202-(A IF. STATI-XIENTS chanF in 1he applicablebuildling code neptively affecting the perfbmiance of this product- sealed by Idalmis, Ortega, P. E. (Test report revised on .02)15.,'16) along with madad-up drawings mid inst2tation diagram of vinyl sliding glass door-papared 1- Staten� letter of conformance with FBC--5& Edition (2014) and FB-C-6& Edition TERAUNAIIO.Nof this NOAwill occur afler-the expiratim date of if them has beem a revision.or change in the 4. Test aport on I)Aklnfiltratim Test, perFBC_ TAS 202-94 kyFmesnticn7e&t*!g Lab, Inc- Test ReportNo_ IFTL 6337 (sanVles; A-1 thm A-5), dated (2017), issued by nianufacturer_� dated 0&114A7, signed & sealed by L�rmn?vffller. PE- materials, u&e. andlor manuficture ofthe product orprocess- NRsuse ofthis NO-k as an endorsement of any -product, 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 11106110� signed and sealed by Jorge A. Catiso- P. E_ (�ubmiffed under INOAAo. 11- Statement letter of no financial interest, dated OV1 &17- issued by- maoffkturer. signed fbr Saks. advefftsing or any offierpuipcGes shall aulonsdic al�y terminate this NOA_ Failureto, complywith any 3) Water Rrsistance Test, per FBC, TAS 202-94 sealed- by Lymn Miller- RE - section ofd�sNOA,-hallbe cause 1bTte�onan4re=cna1ofN0A. 4) Lafge MisWe ItWmt Ted per FBC= TAS 201-94 3. Leftff of 1-ab conphance� part of the above test reports. ADI *T-RT IS EM EXT: Tbe N OA nu mbex pre ceded by the words Ma= -Da d e C oua t� - F1 of id a, a nd fb U oure d by th e 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. C-A.LCTTLATIONS 4� REK Test Proposal No- 17-0,397- dated 05tU5,117. sismed by Ishaci Cbandl RE expirati�mdatL-m2ybedi*a)edinad'%.wttsmgliteiAtime. If any-pottionof the NOAis displayed-thenitshall be 6) Forced Entry lestr per FBC, IAS 202-9-4 L �kuchorvffdicationeakubtwns.andsuwturalma�vm,compl�-mgwifhFBC-2014, done in ib& entirety. along with marked -up drawingsand inAallatmn diagram of mnyl sWing glass door, prepared prepared by PGT,, dated 12ANd 5and last re-vised on 02,11,5/16z signed and sealed by G. OTHER. LN S PE CTI ON-: A copy o f this entire N 0A shall b e pro vided to the user by the manufitctu, Wr or its diswbu tors and by FeneAntion testing Lablac., Test Report No. FTL 8548- dated 12104/1.5, sigwd and Anthonyl- Miller, PIE. (SnoothMd anderN0.4 -1210.01). 1. N-otic�--o-f,AcceptaaceNo.l---,-1-710.01,isst;edtoPGTIndustdesfor-theirSenes shAl be avai6ble for inspection at thejob site at the reqxest of the Building Cfflcial. sealed by Idal-ans, Ortega. P. E_ (Test report revised on 0 ItW16 and 024 111 6)� 2, Glazing complies with ASTNJE-1300-09- '�557'0_a 7-10" Vinyl Sh diagg G hus Door (Re hdo rc ed) - L.XL7, exp irmg on 04," 14,21 This NOA revises &renevm NOA92"429.05 and cznsistsof this kR-, I and eNidence pages E- L E-2- E-3. E-4. ant mentioned abotie- E-5 & E-6 as well asapproval docume The submitted doci ntahon%i.,asmiewedtyl-.haqLCbandaPl. Idaq I Clukda. P.E. Ish a q 1. Cha ado, P�E. L-1 a %L Chanda, P�E Product Coutrol Unit _Sfupervisor Prv-dact contral Unif Super viser Product Control Unit Suptrviwr IN70AN0. No. 21-02HL03 No. '11-016-4.03 NOA No. 21-0205,03 AMM4 IN a A 0 F CA � i Uj H T Yl N FxpirgtfieuDatet Aprill.4,2026 E3�piradou Date- ApriI14,2026 Appro-ral Date, March 2.9, lizi Expir2fion Date- April 1422-026 Nte- 2-Marck:2.5, 2021 ExptrmtionDatet ApriI14,2024 Approval Dnte.-March 29,M21 _AWoval Approva I Date- March US. 2,021 E E r -3 PGT Inditstri". Lic. C G1 18Ymdows a rLd D oo rs, Inc. PGT Industries. Inc. NOTICE OF ACCEPT-ANCE: EN"IDEINCE SUB-AUTTTED NOTICE OF ACCEPTANCE: EA-MENCE ST_TB_UlT= ]NOTICE OF ACCEPTA-NCE: EX1DENCE SUB ,2. Evidence Submttted under pmiaus submittal 7 E. KAXERILAL CIERTIFICATIO-N-S (continue) 3. -New Evidence Submitted, 4. Quanex Part Super Svacer Standard conplying with ASTM C518 Thermal Conductivity A. DRAXAT�-GS aS91 BTU-in� hr.-ft:�-`F, ASIM F 1249 `WVTR­Pass,. ASTM D3985 Pxygen-Pass, AS TM E A. DRAWINGS 1. Drawing, No. MID-5 -1,70. 0 Rev B, titled �`Vinyl Slid ing G lass Door N OA (M", sheets 2190 I_G_ Durability -No Fog -Pass. (Subat-fted underprevions N70_4.N,d. 1M,409.05� 1. DrA%ingNo. NED-5570.0,Rev B, titled -`Vinyl Sliding Glass DoorNO-A (LM), sheets 1, I through 21 of 21, prepared byrnamifactuer. dated 10,105,15 and last revised -on through 21 of'21, prepared by mamifacturer, dated 1010515 and b6t revised on 0110V2) L 0-4,2120- s*ed and sealed by A- L3mn Miller, P�E. 6. Quanex Part Duraseal complying with -A-STM C518. Themial Conductii1ty 2_29 BTU -in-' signed and sealed by A- Lynn Miller, RE. hr__ft2'-`F, ASTM F 1249 %VM-Pass. ASIM D 1434 Argon Pertneance-Pam ASIN E Note, This revision consists replac=eat of same existing installation screw witb flat head- & TESTS 21199 LG_ Dumbility-No Fog, ASTM E 546 Dew Point DevelopnmW -2W in 48 hrs. 1. Test reports on: 1) Air InfItratum Test, per FBC. TAS 202-94 (S4ibntiffed tinder 1%10_41Vo_ 15-046ROS). 2) Uniform Static Air Pressure Test, Loading per FBC,. TAS 202-94 7- Vision Examom Ltd. Parts conTlying with P%7C-AAMA 303-11 Voluntary- Specificatim B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polyvmyl. Cllori& (PVC) Exterior Pwfites for Vision Fmtn�sions, Ltd.-VEX-1. by 1. None- 4) Large Missile- Impact Test per FBC, TAS 201-94 AAXA Fenestration Exterior Profile Certification Program. (Subinmed under VO 4 jV0 li- 5) Cyclic Wind Plessm Loading per FBC, TAS 201-94 04 09. #�) C'. CALCULATIONS along with marked -up drawing and instzIlation diagram of all PGT Industries, Inc V S-ion Extrusiom Ltd. Parts complying with PVC-AANL4303 43 representativr units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones, (Subiafted,under NOANo. 15-0-409.05) paparedby Fenestration Testing Laboratory, Inc-, Test Repoirts No.: 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Po*-vikyl Cl*Ade (FVC) F-xtc&f D. QUALITY ASSUKANCE IFTL-7897, PGT PW 55 20 PVC Fixed Window (unit 6 in proposal), dated 09,%114 Profiles for Vision Ex-trusions. Ltdi-VEX-1 by AAMA Fenestmfion Extenor Profile 1. Marni-Dade-Department of Regulatory aad Economic Resmom (RER)_ Fn-20-2107.1, PGT SGD780 Alumim= Sliding Glass Door (unit 7 in proposal) IFTL-20- certincation Program 2107.2, PGT CX740 -Ahm Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solution- USA. Inc- for E� 1%LkTERL4J_ CERTMCATION'S. 2107.3, PGT PW7620A Ahaninum Faed Window (unit 9 in proposd) and 1TL-20-2107.4, their --Tau 5040 & light shade (non-white)White Fdgid PVC Everior Exunsious for 1- Notice, of kcoeptance No. 19-0305.02 issued to Kuraray America, luc. fortheir > PGT PW-7620A Aluminum Fixed Window(unit 10 inproposal) dated 0743120- a signed W indow, 3 and Doors�`, ex4xm,_g on 92YOV21. "TrosffoM, Ultradear, Clear, and Color PX'B Ghiss Interlayers", eV=9 on 07iGK14. C) and sealed by Idalmis. Ortega. RE 11- Notice of Acceptance No- 1"122.01 is -sued to Energi Fenestration Solution, USA, Inc, for "White 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amerka, Inc. fec their > CL their serks Rigid PVC Exterior Extrusions for Windows and- Doors7r expinng on. "Senb7yGiast (Citar and, %ite) Glass Interlayeii", expiring ouL 07,104/23- CL C. CALCULATIONSi 02,2&(2)3_ 3- Notice of Acceptance No. M1106.10 issued to Vision Extrusions Limited for tbeir'!Browu 0 < L Anchor verification calculations and structural analysis- complying with FBC 7& 1-2. Notice of Azceptance No- 2", -743,03 issued to Enffg� Fenestration'Soluticu U&k, Inc for Coated (Painted or Laminated) White �Rigid:PVC Exterior Extrudons; for Windows E"n (2020). dated GN�2'20, palmed by manafactinu- signed mid sealed by their -Bronze , & light shade cap coated White Rigid PVC Exterior Litrusions. for and, baor�`� expiring on 09130jX 4— 0 AnthonyLynnMller, PE. Windows and Doors-, enxTiriag on 0446P�5� 4- Notice- of-A-cceptance No- 18-11106,11 issued to Vision Extmsms Livaited for their series. =3 2- Glazing complies vhth A-STM, E 130"4, -0. -IL2 and -16. "NT- 1000 Tan 2LO2 and lighter shades (Non -White) Rigid Cellular PVC Exterior _0 D. QU A L T r Y A S S LM 0N C E F. STATEMENTS Extrasions forWindows and Doors-- expiring on 12J29�2 1. 0 Miami -Dade Department of Regulatory mid Economic Resources (RER). 1. Statement letter of conformance to IFBC '7r' Edition (2020), dated 04M-20- issued by manufacturer signed and sealed by Anihony Lynn Miller RE. E. 'ILATERLAL CERTMCATIONNS 2. Statement letter of no financial interest and of mdepende=, LRmed by maniffactuter- dated L Statemerit letter of conformance to FBC 71 Edition (2020), dated 01601;2L i&&-Ued by a) L Notice of Acceptance No- IM30,55.62 issued toKuraray America, Inc. forth& 0411 &2 0, signed and sealed by AnthoW L ym I�Iillm P.E� manufacturer- signed and seakd by Anthony LYM Miller, P_E_ U) `Trosif619, Ultraclear, Clear, and Color PN7B Glass Interlayeff, expiring on 3, Private Labeling Agreement document between PGT_ dated 03,3(VI5 and s4aed by all 2- Private Labeling Agreewmt dated 0310&'21 between PGT Industrim Inc. and CGI OT09,24- involved parties. Windows and Doors Inc., signed by Dean 14 Rua*, PIZ., V,P. Eqgineer�g, on behalf of M Notice of Acceptance No. 17 -0808.02 issued to Kuraray America, Inc. fortheir "SentryGlast both, companies. (Clear mi, d White) Ghss laterlayers", ex� on OT04023. G. OTHERS 3- Notice of Acceptance. No. 18-110-6.10 isssued to Vision Exhusi4ans Limited for their "Brown 1- This NOArevises NOA# l.7-0420.06.(PVTw;`CGI) and updates toFB.C2020 (II&Edition), G. OTHERS —0 Coated (Painted or Laminated) TQihel Rigid Exterior Extrusions c�pmng ", 22 1,,21 - 1lds NOA revises & renews -N'OA-# 20-0429.0,-- (PLA w!CGI). eVix�g OV14/26. 1- - for Windows and Doors"- expir ing on 09,30.,24. 2 - RE R Test proposals 9 194 1 -5 5 d ated 0 111012-0 approved by I s, ha q I - C7hand a- P _E � f --xp iring 2. me runrnt associated PLA CGI Me #21-020-55.01, expiring 04,114,26. CU 4. Notice of Acceptance No. 18-11016.11 issued to Vision Exarusim Limited for th& 04,4 4�,,21 Uj series -I'E ING Tan 202 and ka-Itter shades (Non-N%Iihe) Rigid Ce%dw, PVC Eitmior Extrusions for Windows and Doors7_ f-Viring on 12,12- 9/2L Z, 4,r,� J14 Uhaq L chanda. PX. < Z Ishaq L Chauda.. PX. L-haq L Onada'.. PX. Pvodud Control Unit Supeniser 'NOA Product coutzol Vak supenisor Z ,Product Co ntrolUnit Supervi'sior No. � 1- 01-0 S. 03 INTO -A No, 21-0.10S.03 < NO-N lNo. 21-02MR3 ExpiratiouDatex _ApA114,2016 Expiration Dade: April 14,2026 ExoradauDare- April 14,2026 App roval Date- Alarr-1 25� 2021 Ap&oratl Date- Mare.I 215� 2021 ApprovalDaw.?Nfa,rck 2S, 2021 E E, -4 SHEET NO. July 17, 2023 PA 11 11 1 _�_T 11 T-T—,:-F FT-T —,I - — I __ - I i T I (U C6 N U O-C 141iAMI-� MIAM.i-DADSCOUNTY MM L 0- O CL O L PRODUCT CONTROL SECTION�s$�^�rete DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Stsect, Room UA+��� Cast -Crete USA, II Cast-Crete USA, LLC (U �_ Ct3 -0 n - (RER) 208 4*4 moo. _ '0 � Q_i BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 r (786) 315-25 NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED � � NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED °� � � � � U -CD— -coCCf Cn NOTICE OF ACCEPTANCE' OA �.�ii �ni ��� �s/����a� y 1.. (y4. 'p�^�tC)V'AL #03 0 Q5.4?.. jl�� ��y PREVIOUS L' Y, i#L'.rl�{L.,C`+ c�Ui?1 d.L'r� Ud\�A',r:[i:�. ��+' W.[:LJ�i:#A�l .lA EVIDENCESUBMITTED _ EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 12 02[l9 .�.G S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 14-0903.03 t� °' • Cz a w ... n !✓ O O ._ L 1— O •• Gast Crete USA, LLC t7324 Goon Road r3 9 t,�'' ii % A. qy-�.i DRAWINGS lr. A. i,1[Tr�T�-v�v .IJ.11u°9. R'1 J.1.� V'kJ DRAWINGS A. yy yy t�tt� DRAWINGS Lri�A �`T Ili.'4.�t,S v � C N _ �. f� �, .� � Y i O � O LL effner, Florida 33584 x1, - fr 7 g r zn el Details sheet o Drawing No. FD4612, titled Precast andP Prestressed Lintel a ,}� - fI �, Drawing Nt7, b,14612, titled "Precast i2Yii� PYL'SIrG"SSi�`t�.��i1�41� .���l�ftl�S , S�iGI� l l't,;2�� g ff 7 �, �rtttt No. �`.�f�%�, LTi��G� PiC?Ct`i.St ilt2t� �`L'SIY�Sa�GI� Lt���� ��lGtZi+S , S�1G@� l GI C .y �a o .,� O `0 co b Craig Parrino P E. dated lfiiarch 24 2003 andDrawing No. LT4612, titled prepared y 1, prepared by Craig Parrino, P. E. , dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4 ", �h'r c I2 � ®c � � to �}-� � O > � SCOPE. - Lintel a e L a Tables sheets 1 through 3 crprepared b Gast Crete 4 , 6 & 12 L e S o d a y fir a> ,, T4612 titled Cast -Crete 4 6 & 12 Lintel Safe Load Tables", sheets l � _ fir Lintel ,Safe .Load Tables" sheets Z through .� of 3, last revision darted 06112114; a � n. r N L Q� L , a This NOA is bean issued under the applicable rules and regulations governing $lie use o construction materials, pp f n rill', 2ft 3 cash revision � datedApril 8 � � dated 14fara:h 24 20 last evisio Craig Perrino P.E., d e 03 s . g p ,� . through 3 of 3, prepared b Craig Parrino, P.P„ dated March 24, 2003, last � P p y `� re ared, signed and sealed b Crtai Parrino, P.E:, on 08119114. � P �' g _ 1� E o s � . —to O CU `F-- CL ` - l lie documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control drawings signed grid sealed b Craig Parrino AE g Kn g revision darted March 11., 2008, all signed and sealed by Craig Parrino, P.E., on °' U � `� 3 L CU }• }— C (J� Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22 2012.B. TESTS p .— (Al1J . 1. Test report on flexural testing can 4" 6" & 12 "Precast Concrete Lintels Filled and B. TESTS L None. y •�° y a 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 ASTL.I E-529-94, prepared C. CALCULATIONS � E' CO f �y �P Miami Dade County) and/or e a ln_M Sin a f3 _ n nd/ r the �.11,1 (in areas other than Miami Dade �i?ini reserve $lie right to have L J J l ;3� � 2 � signed and by App � �/ p a a. r Applied Research Laboratories, Report No. 304t14A dated t)41 �!�.� 1. None. L Calculations fear Cast -Crete Lintels, elated 08119f2014, pages 14,201 through 14.236, Cl-v this this product or material tested for qualify assurance purposes. if this product or material fails to perform m the sealed by Christopher A.1�"arnory, P,E. C. CALCULATIONS' a . prepared by Craig Parana, P.,t� , signed and sealed by Craig Perrino, P. E. A accepted manners ilia manufacturer will incur the expense of such testing and ilia AHJ may immediately revoke, 1, None. modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined b Miami Dade Co P p y only Product Control Section that this product or material a re ared ' Craig i 7 a .� b net dated 1i5f291t33 2t1 e 1. Calculations car Cast -Crete L t s a .�P 8 prepared y g D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Econainic Resources (REIN), fails to meet the requirements of the applicable building code. Parrino, P.E, signed and sealed by Craig Parrino, P.E. n Regulatory lato A airs: 1. 73y�liarrit-f Miami -Dade County Department e�f1'ei Permitting, atvarc�tazrzent, and gu r}' % 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 es, prepared by Craig p p E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to Comply with the High Velocity Hurricane Perrino P.E., signed and sealed CraigParrino, P.E.S g ' E. � MATERIAL CERTIFICATIONS S 1 None.. Zone of the Florida Building Code, 1. 1+lorie. DESCRIPTION. ( Cast -Crete )4", b" &.12" Iligh Strength Precast and Prestressed Concrete Lintels D. MATERIAL RIAL CERTIFICATION. F. _ OTHER 1 +� APPROVAL DCI+GUi4N'T, Drawing No. FI?4Cr12, titled Precast wind Prestressed Lintel Details", Sheet 1 o 1, 1. Quality Manualfor Cast Crete machine Made Precast Lintels revised on M y �' ,fF. OTHER 1. Letter oiri Cast Crete 8A Inc.,dated 0811912014 signed and sealed b Grtiz .� . 1 y g . : ... as "C 91 k � � prepared. by Craig Perrino, l".1„ dated March. 24, �,t103 and Drawing I�iv. I.T4612, titled .Cast Crete 4 , 6 1 � 2t1r�2, .. � .... .. _ sealed tt vrtt Cast Crete Corporation, dated February 113 Zt112 signed and se Z d 1, Le erlrr p �' ... ,_... Florida di cl 4 Edition. Parrino, P...`, certifying compliance with the F' or da Building Code, 201 io � g P g _, Lintel Safe road: 'fables:.; sheets. 1 through 3 of`3, prepared by Craig Perrino, P.E., dated March 24, 20{13, leaf Cast -Crete Quality stem Manual or Prestressed Products dated 2002. 2. C.ast Cre e Qu ty System f by Craig ParrinoP.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, ,all signed and sealed by Craig Parrino, P.E., on January 22, 2019 all bearing the edition. 6, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration 2, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -bade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. FISSILE IMPACT RATING. Large and Small Missile Impact Resistant L Drawing No. FD4612, titled "Precast and Prestressed Lintel ;Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name car logo and the Miami -Dade prepared by Craig Perrino, P.E., tdared .March 24, 2003 and Drawing No, LT4612, titled 1' N6ne, B. TESTS Co►mrl logo. logo. "Cast -Crete 4 ", 6" & 12".Lintel Safe Load Tables'; sheets 1 through 3 o 3, prepared by :1. Name.. 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, 2fi08. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1: ,+�°lilies 1. None, TERYHNATION of this NOA will occur after the expiration date or if there has been a revision or change in the p g I. None. C. CALCULATIONS' materials, use, and/or manufacture of the product or process. disuse of this NOA as an endorsement of any C CALCULATIONS I4(J TS 1, Mone. D QUALITY ASSURANCE product, for sales, advertising.. or any other purposes shall automatically terminate this NOA, Failure to comply with 1, By Miami -Dade County Department of'Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1; None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by D QU ALITY ASSUIIANa✓E J. By Miami -lade County Department of Regulatory and Economic Resources (RER), 1, .None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Bride County Building Code Compliance Office: be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER , A Copy of this entire NOA shall he provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS MAT 1. Node.FloridaINSPECTION: 1 Compliance Letter with the F`lz.wilding 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 Perrino, P. E. This NOA revises NOA # 19-01 i1.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E- 4 and 't; r E-S as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Mahar P.E. M.S. airily A. Ma ar, I'.E., TVi.S. elmy A. Makar, P.E., M.S. - lelniy A. Makar, P.E., M.S. Pro: uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 MwrlFi�atieccwivrx ' I Expiration hate. 09111/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No, 20-0630.15 Expiration Dates 09/11/2023 NOA No. 2ti-f►630.15 Expiration Date: 09/11/2023 o Lcx Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Bate: 09/20/2020 Approval Date. 08/20/2020 Page 1 E -1 E-2 E -3 Cast -Crete USA, LLC Gist -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. L None. B. TESTS B. TESTS L None. L None, C. CALCULATIONS C. CALCULATIONS 1, None. 1, None. D QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -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. ]`lone. 1. Mane, F. OTHER. F. OTHER � 1. Compliance Letter with the Florida Building Code, 2017 .Edition, issued by Cast- 1. Compliance Letter with the Florida .Building Code. 2017 Edition, issued by Cast- z Crete USA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P, E, Crete USA, Iris., dated 08108117, signed & sealed by Craig Parrino, P. E. ■� CCS 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2- Compliance Letter with the Florida Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., elated 06111120, signed & sealed by Craig Parrino, P,E. � 0 1, L)raivirag N0, FD4612, titled "Precast and Prestressed Lintel Details', .sheet 1 of > L Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT461 2 titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables', ,sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P. K, dated March 24, 2003, last S� }, revision dated June 12, 2014 all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019.. �"* �4 B. TESTS O 1. None. �(1) C. CALCULATIONS < U) 1. o Re. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. .None, F. OTHER L Article o, f'Conversion fbr a name change. O S` Cz w C,Melruy A. Makar, P.E., Nt Hetmy A. Makar, P.M,S Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date. 09/11/2023 Expiration Date. 09/1112023 Q Approval Date: 08120/2020 Approval Dates 08/2012020 —� E-4 E-5 a SHEET NO. July 17, 2023 PA 1.5 i11 .. 11 t I L" "Ll o-i..,u Ii tip, �:,�:,ii , ,i ,.1 1i � �� /. -7E— PRJODUC r E3 2 .041%, /TIL E( 1�c _� TILLIT TESTING & ENGINEERING COMPANY 2.2. TES -REPORTS: WAT.-TER A - TTLLIT. JR., RE, - __ - _ Large missile impact and fatigue load tests were performed under Protocols TAS � ,L�tccata,c.],cc L_ ' 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads M C � Li,- N­ OM6719 X'� as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M, Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1 998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo, Largaospada, P.E. and Henry Hattem, P.E, DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT SUB-CATEOORY.� Storm Panels 2_1�WRUCTURALIENGIN E IN C I I I A TLOR.% On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER- Global Proltaction Products LLC length based on ratlorial and comparative analysis, and in accordance with section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc,, 4800 S.W. 51 Street dated 11/03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Florida33314 1, PURPOSE OF EVALUATION; 3, MISSILE IMP -ACT RESISTA - , NCE. This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (Sotem La rge missile Impact under section 1626 of The Florida Building Code, as per ID # 11306) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method 1 D of the Florida Department of Business and 4. WIND LOAD$�RESISTANCE: Professional Regulation. - 20 Gage Galva nized Steef Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14,152 been verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of`26 of Product Evaluation Document l drawing No. Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, at least equivalent to that required by the Code, 14, 15, 17, 16, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D�), drawing No. 20-176, 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 &INSTALLATION, Installation shall be performed strictly in accordance with details indicated an 2., EVIDENCE SUBMITTED: sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product EvatuatiGn Document 2,11. PRODUCT EVALU"ON-WUMEN-T (P.E.DJ; (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as Drawing No. 20-176. tided 1120 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8� 14,16, 26 and 26 of 26, of Product Evaluation Document sheets'l thru 26 of 26 prepared by Tilteco, Inc,� signed and ,sealed by Walter A. (RE.D.), drawing No. 20-176. Tillit, Jr-, P� E.; dated GVW2020. This drawing is an integral part oslpls FKJ&y Evaluation Re -port, J,,%11111 , rl� I ��,* ,LILLW1111111441" ,,k�V�'?, N T -144111"" , 0 I\- ;.. � P It,'. '. �, _/ 1�111 �, _.. 1. 11 -1, . � �1. � , ____ I- � - \,\C EN " - llr �, ­­ ,-. ,- '?, 'i - .,/A, , -;� �� . `,�\i:, E N Se` . . -, . 1. I � , , - . ' — - - --' ­ '.'. ' % - No, 44167 2 ,_—, � S f _ -�,--_---=f_ - - _t�., 4A 1 67 "- = I - 1. . S / "I , F , ,_ . �, � -Z *i . E � .... , * , I � _��_ 7 - . I _ � I * ,*= - ' 1 1 = �'­ �_Ci� ­ . = ­ . - �. ,, - ,,�� I / / AT OF : 4� , vR _r �� ,� - 0� , ,� ...",`�' s�5-;�e�;.� op'l S -� . - It. . �,�. ".. ,3 ... . , � I '.., - , . _ , " � , , I �p & (4 1 0 ..-,- 1 63 55 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone, (305) 871-153 0 - J,,j� Z _1 I'll, � . . . ,,, k- "'k, ,Rog, , JORJH� ,,,,, I 1411 10IN I 2ENERAL 0 3) IN CASIE TK41 PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE POUND ON TLft 6" POR 20 OWE EXISTING WALL ANCHORS SHALL BE LOW DIMON To FtEk_� THE WAN STRUCTURE BEHIND SUCH PAN[LS I STOW PANEL SHOWN ON IRIS PRWUCT EVALUATION OOCVUEI*f �PCO,) HAS BEEN VSKICIED FOR COMPLIANCE IN ANCHORAGE S,HiL� BE AS MENTIONED IN 9.9 AND IN 52), ACCORDANCE WITH THE 7020 i7!A EDITION) OF IKE FLORIDA WILDING CODE. fc) laizcmw_wpm-jm-sffs.m-Q3&VM-I;i�IJA,HfflI DESIGN "NO WADS SNALL BE DETERMINED AS PER SECTION t620OF THE ABOVE MENTIONED CODE, - 1/4-0 TANCON ARCH,M. AS MAI4UFACTQREO BY I-,W BUILDEX, INC FOR A WIND SKED AS REQUIRED By THE JURISDICTION WNEW THESE SHUTTERS Witt BE 'WTALLEO AND - #14-10 PANELMOT FEMALE ID AND PANELVAIT' PLUS ANCHORS. AS MANUFACTURED W ELCG CONSTRUCTION PRODUCTS FOR A DIRECTiONALITY FACTOR Kd-a85. USING ASCE 7-IP AND $HALL NOT EXCEED THE MAK"ALIM (A , S,D) - 1/4-0 LAG SCREWS PER NO.S. DESIGN PRESSURE RATINGS TIODWATED ON SHEETS 7 THRO Ia. J4, 15, 15, 19 & 70- - 7fifil. �, S/W WOOD SURFING. As N57RIDUmp sy ALL POINT SCREX DOLT & VVCKT, co� IN ORDER TO VMCY THE AON-S CONDITION, ULTIMATE MION WIND LM,S DETERMINED PEP. ASCE 7-16 - " 2- FOR ELCO P CL TE 5 SHALL PC FIRST REDUCED In A,&G, DESIGN WHO LOADS BY mUknpJYiND THEM By OF; IN ORDER TO C 1) MINIMUM TRACADED PEWFATION INTO WOOD OF TAPCON ANCHORS SHALL BE I J/2' AN MA PILU COMPARE THESE W/ MAX ("SO) DESIGN PRESSURE RATINGS INDICATED ON SHEM 7 T"RU U1 141 151 161 19 & 20L AND PANEIMALE FEMALE 0, IN ORDER -10 VERIFY TW ANCHORS ON THIS P ED AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLDWAKE C.2) MINIMUM THREADED PENETRATION Or LAG SCREW, tt�ITD THE WOOD FRAME UWS SHN-L BE ! I/?- NO rPREADED PENETRATION INTO STUCCO SHALL BE CONSTOEF�� AS PAM OC THE REQUIRED THREADED PENEYFArON SNESS rOR WIND LOAM WAS NOT USED IN THOR ANXYSJS� FASTERIERS SPACING TO MOD HAS BEEN DETERMINED TO ACCORDANCE WITH N.D�S 2018. C 3) MINIMUM EDGE DISTANCE ,IF LAG SCREWS. INTO WOOD SHALL BE AS NDICATED IN THIS ORAWINC STORM POWS ADEQUACY FOR 19PACT AND WIND ITEStSTAKE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABDIE MENTIONED CODE ASS PER HURRICANE ENGINEERING & TESTING INC REPORTS 96-569, 96-570 a 96-730 AND C.4) MHORIM PENETRATION OF WOOD PUSHING SH4u BE 5/9' 1/4* ii SCREWS USED S14LI BE 1 1/2' LOW, VNIMUW FENESTRATION TESTING LAB INC. REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-201 SHOULD SIVOCO DIM. AND I' MINIMUM FOR WAUS WITH NO STUCCO AS WOU AS AMERICAN TEST LAU Of SOUTH FLOROA REPORT OV219.01-09, AS PER IAS 20i. TAB 207 AND WAS 2W STANDARDS. C 5) JR CASE THAT PRECAST STONE. OR PRECAST CONCRETC PANELS. STUCCO OR WOOD BOARDS BE FOOND ON THE E4VNC` 2 ALL ALUMINUM EXTRUSIONS 70 PC SO63-T6 ALLOY AND TEMPOL (UNLES-S 01HERMSE NOTED), 5 S WALL ANCHORS $FALL BE LONG ENOUGH TO REAC14 74E MAIN STR(JcTURC BCH IN SUCH PANCLS EE HEri 2 ANCHORAGE SHALL BE AS MENTIONED IN C. 1)� C,Z) & C Il 3 ALL ALUMINUM SRECT OCTAL USED AT CLOSURE$ SRAU HAVE 3105-HI4 ALEQY. (0) ANCHORS SHALL PC MSTALLED FOLLOWING ALL OF THE REOPMUFNDAnORS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 4 ALL STEEL SHEET trt� PANELS SHALL HAVE S7MQCTOF,AL QUALITY STM� REIN X-65,� GRADE 50 MINIMUM, C-W DAI-VARItZED STEEL GES-iONATION W/FY- SS,5 W (AFTE14 ROL4_EfI) 8, PANELS MAY ALSO BE INSTALLED HORIZONIALIV FOLLOWNG INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS I 14ROUUH 6) EXCEPT THAT READERS (D & Q SHALL NOT BE USCO 5 ALL SCREWS TO BE SIAINLESS STEEL 304 Of, 31B AIM SERIrS OR CORROSION RESISTANT COATED CARBON STEEL AS PEP 9 0 S+IALL 91 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOLINONESS OF IKE STRUCTURE WHERE SHUTTER is TO BE DIN 500:8 IN 50 FLI YIELD STRENGTH AND 90 k5i 10,113FLE STRENGTH & SHALL COMPLY W1 FLORIDA BUILDING CODE -HIS SECTION 24 11�.,A ATTACHED TO INSURE PROPER ANCIAORA&E 5 SHUTTER SHALL ONLY BE ATTACHED TO CONCREIr, BLOCFI OR WOW FFEWC BUILDINGS 6 BOLTS TO BE ASTM A-307 GALVANIZED STECJ,, OR A)SI -104 SERIES STAINLESS STEEL WTTR 36 ,,,! MINIMUM C`E­U STRENGTH 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER ar-a THROUGH 12'-A', AS PER SECTIONS 15, 8, 9 & 10 AIM ALTERNATIVES Sit. I ANCHORS TO WALL SNALI. BE AS WILLOWS, SW & OW ON SHE - 1, 15 A 12 RESPECMSLY, SHALL 4AME A LEGIBLE AND READILY VISIBLE MANKIND INSTRUCTING OWNER OR I M TENVINT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) LQ_1W5M_eOVF1Fa_CQ,NfJ9Uf. Al THE INSTALLATION CONTRAICITTA IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WATCH REMNN IN CONTINUOUS CONTACT WITH TAIRCON ANCHORS AS MANUFACTORLO Or ITW EULW. IFIC (ALI, rc.1192 Psi) THE WILDING To PAICVENr WINDIPAIN INTRUSION, - it/4"It /4:II tkL1?-J?4 ANC�HORS, AS MANWACTOREC, BY OC%MT INC, (MIN, I'­RQO PA,,) - I/A /A- SWO-SET ANCIORS, AS DISTRIBUTED BY ALL POINT SCREW, UOLI & SPECIALTY CO 1, STORM PANEL INSTALLATION SRAII COMPLY W1114 SPECS INDICATED III THIS DRAWING PLUS ANY 0UIt_DNr AND ZONINC REGULATIONS (M., f'­3DOo P-Q PROVIDED By THE JURISDICTION WHERE PEROT IS APPLAO TO. - 114-10 PANELMATT FEMALE 0 & PANELMATE PLUS ANCHORS. AS MANUFACTURED By EICO CONSTRUCTION PRODUCTS IMIN 1, 13 (A) THITS PRODUCT EVAIvATION DOCLIMENT PFOJ PRCPARED V THIS ENGINEER IS GENERIC AND WES NO. PROAAD.- NFURMAPON ­3'm P..;.) - t /4*0 CC TAP-CRIP ANCHORS, AS MAN1,1FACTURED 8T !RU-FA5T DORPORATION (f',.Moo ,.s.,.) FOR A SITE SPECIFIC D904ECT, - WHERC THE Sn CONDITIONS DEVIATE FROM 114t Pt-V A 1) MINIMUM EMBEDMENT OF T�ON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/*': 2� FOR P0,NELMATE FEMALE (b) CONTRACTOR TO M RESPO1451BLE FOR THE SELIECIYUN� PURCHASE AND INSTALLAnCII M-UDING LIFE SAFETY OF TI,1S PRODUCT BASED ON T"S PZ.0, PROVIDED HE/SRE DOES ,HOT OCIFIATE FROM THE CONDITIONS DETAILED on IRts DOCUMew IF , AND PANEMAI.Tr_ PLUS AND T I/-' FOR CF TAP-GRIF ANCHORS CoNSIFILICITOFF SAFETY AT SITE I$ IKE CORIPAGIOR's REspoNsialiay &W) CAI & SOLLD-SET ANC44ORS S1011. HE EMBEDDED 71r WTO THE POURED CONCRETE NO EMBEDMENT Poo (�) THIS PRODUCT EVALUAIRON DOCUMENT WILL SE CONSOPEREU INVALAY, IF MODIFIOD STUCCO 'KAU W PCOMITTED 1/4" 0-20 SCREWS USED SHALL BE I 1/2'1ONG MINIMUM SHOULD STUCCO EXIST, ,IT I* MINIMUM FOR WALLS WITH NO STU17CCL ANO MAY OF HEADED SCREWS OR ALL THREADED SCREWS W/O READ, UU SITE SPECIFIC PRWEM SHIRt BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WN�CH "LL. ammuk TOE PUT WITH Yi NUTS ENGINEER 01- RECORD (C�OA,) FOR THE PROJECT AND '" WIU at. RESPOTIVRLE FOR THE PROPER USE OF T14E FED. ENGINEER OF RECORD, ACTING AS A OCLOIATED ENGINEER TO THE A, 3) IN CASE THA7 PRECAST $TORE� PRECAET CONCRET. PANELS. �AVERS� STUCCO OR WOOD BOARDS BE FOUND ON W P1C ENGINE", SMALL SUBMIT TO IHIS LATTER, Ff SIC SPECIFIC DRAWINGS FOR RFy,EW. � EXISTING WALL OF! FILOOR� INCOORS SHALL BE LONG KNOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SK-itt BE AS MENTIONED IN A 1) AND IN Al). IA) THIS P,E_a SHALL PEAR THE DATE AND ORIGINAL SEAL. AM SIGNATURE OF THE PROFESSIONAL ENGINEER CI ACCORD THAT PREPARED IT (0) ����4g I I IF BULDS"' I� 14 SHUTTER WARL, AMRMS LABEI SHALL BE LOCATED ON A READILY YISIBLE LOCATION AT STORM FN PANEL SHUTTER ACCORDANCE WITH SECTION 17DDS,5 OF FLORIDA WILDING CODE 0 - 1/1" . I, 7JEr CALK -IN ANCHORS. AS WNUfACTUPED BY DEW4Lf INC (NIN ec-ISGO PA.) RE LABEL , W SHALL, BE PLACED, FOR r.VEFVr OPENING LABELING TO COUP�y WITH SECTION I?W.S,? OF -NE - I SOLIG --t AND 0 " 3/4 --St -HOR5, AS DISTRIBUTED By ALL POWT SCREW, BOLT & SPFCtALTY CO� 1`10FAIDA BUILDING COX �14 MN C­IWQ ,..j.) - 11, FAMEL"11 FEMAILE ID AND PANCEMATL PLUS ANCHORS, AS MANUFACTURED BY LLCO CONSTRUCTION R'11_ bRIWING ,SHALL ONLY Or TO 1 rFLOR" F��Q OBTAIN PERMITS IN THE SPITE UY1S (MIN. t'�7,071 p t i) I ... INK011FINE" 49 - ,/4' IF OF TAP -GRIP ANCHORS, AS MANUFACTURED & fHU-FAST CORPORATION ". 1144 L S". V, A,,!"� � ?, . �0� " ....... / 11 5,J) MINIMUM EMMOUENT W TAPCON MCKORS, Ei PANEILMAITS AND Or TAP-GRP ANCHOR. INTO THE CON---- -- \�Li A, - '. V-71, FLORIDA BUILDING CODE (Hi2h Velocity Hurricane Zone) ' "' J$REW, �, BLOCK Ow sHAL, PC I I/.., R' �`* .1 *' .2m Fk� NJ: Z�_ __ 20 GAGE GALVANiZED STEEL STORM FROM I " " NO, ..: FOO 4 7 = - PRAWN W 13-al CALK -IN & SOLID -SET ANCHORS SNA-I BE EMS ED ,/S' INTO THE CONCRETE RLOCK likC NO EMB&%Vf - F16 - �" � t/4' ­20 INT STUCCO 5IVILL EF PERMTFLED SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOLI TFOCCO _�_ - ____: I ./m/mo 0 ()F Z�r �_ EIC 1 ST. AND I� MINIMUM FOP WALLS WITA NO MCC�� � I — GLOBAL PROTECTION PRODUCTS, LLC, � STA OF �' __ �, / I LTE C 0,.. \ _*- _­ " '"c" jo,', P, — ,K,`,� ', .K. R �i, .� ­4 -,, ,�.- .. 4 U R 'l,' . -W, -�.-_* �­­ - _­_ -I- � F44)JUJi F­ . TSMIJ ' 0-176 WI.K. ggi-Etwrzo ""W_ , , , / � __!, � , -=--- _-T.0.0 " — I IN. I -.1 . ; � � , � - - I e . Y� � � =-==LZ1_-_ -,- I I I FR0MLCT_EYALllJ.ATJ0NPXP0W1ZV0. 20,r2il I 6. MATERIAL CHARACTERISTICS AND_SPECI�T[I- Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D,), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D,). drawing No. 20-176, 7.111MITATIONS A D CONDITIONPLOE IE: N -US- . 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 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. 20-176 prepared by Tilleco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed VOthih HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillil,.Jr., Il (Florida License No. 44167), President of TilteCo, Inc. (Florida CA-0006719). , -: .......... .. /";,S� , ,�:� -,,\I, EN S�_ ....'? I%-, I I.. , . � : . --go 44167 . %. =­,* : * ? Vii o:ITILTECO AnMON RECORDSJP. E. REPORT-20 1, G LOTIAL, PROTECTION PRODUCTS, LLC�20(3AGE GkILVANIZED STEEL STORM PANEU ORING*n�176 � REPORT# 20-072&01 /.-_r----iv / I I L I ECO imc\. TILLIT TESTING & ENGINEERING COMPANY WALTER A. WLJT, a, Ill. filtec,0 �aalxctn PRODUCT EVALUATION REPORT T`LI'T'� Lk-N,J 44167 FI,I­A.U-F,N­M,6?J9 REPORT Nil 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY� Shutters PRODUCT SUB-CATEGOIRY- Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection P 1ul;1%_LLC 4800 S.W. 51 Street Davie, Florida 33314 1. P JRPOSE OF EVALUATION: This is a Product Evaluation Report Issued byWalterA, Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 91620-3, Method 1D of the Florida Department of Bustness and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended atleast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations land conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUKENT (P.E.D - ,)� Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc; signed and sealed by Walter A. Tillit, Jr., P-E,; dated 0712712020. This drawing is an integ! "oko , , ,g,n ,�I. Evaluation Report. ,z � , ,;��, . � , _: " lk�; , .,. , _­ f,i_� - - I\` . ,/:,-, ,\r,EIVS ,.,.T I 't� , , , ,___-2"�_�—Z—�;,� -- I .. '. :�;=�, �--_-�`*1167 ". 7­-:V**�_ , ** .: * ,, ' ';� -0'- S7ATE OF ..'Ct- ,,P , 'F . ­0 �P, ,,3� ,�" "' , ,�IORO'.._ _� ViS XW. 36th Street; Soilte 305, Miami, Florida 33166 - Phone: (305) __ 1-11 CQMEONENTS EQ8 REQULAR & LILE SAFETY 5TORM PANEU (SCALE 112=1-) - ______ _..._______,______ - - . - 15AW (TOTAL WIDTH) - - ---- - - ----- - - - ­__­1 ---I- ­ - ­-----­_J5 JOS. (TOTAL *TDTFO__ - - _ ____ ___ - - ! ------------,-------- ---12S0D`(EFVECTffW0TH1 --- ------------- ._________i ! 7 � ; I �_ - ­ - I __ - -_ Z 1/4, - - ---,- ----- � ----6.250­-------___ __ � F � I-_____ . I � --I,apo- -1 r­14"_ r- 1.3�01� i ,1�500` � "N,600, �, � i t � ,4'k ", I 11, __I,W,­ ^ 003e MK MCA _11350- 1k *, I �,�'-,J I I I I " � J I i ". OMVNF0ZEJ 11�', 'It , , �' .va, _­� , , CRAM 60 " , � f- - �-,, - �- - ,Z /__111�11 ^\, r____ , � I-W, __ , I , F ASTV A--W � , �4 'r ,,t*, - , tz " �t " ,,, I 1� , _ 0'aw MIN, Teak — KUM �, AI �6G,r �\ /�,' , , I "asr \ GALVANIZED STEEL I .1 2.0po. , ' - ASIM X-633 W� � / 0 1 "I 4-;� Z , � I � : O-W CAV EDGE I - .1 I " , - , � 21 HEMMED _N , , .� - 2. �17 .�.�-Z , FOAMED lyp . 11 Typ� � I . I - -, I t . __ - GRADS SO UNINVIA MAR, AJ � - ... DCTAIL A .. - \ I - __: /� _'_)� � �j 1 ED EDGE \ , I G�so GALVr I [ ..L A - , 48.0 *N 4. --c"CTIM, 11 48.8' -1: G I I L I ,. _ _ _ _ _ ___ - _ _ . ____ - I � . ----------- -------- � _ - , . - � ------------ � I __� �4_/ 7=75e/ ` t two , _"3k- - ',S,� * - _ - � ­­S.2SD`_____­1. (1) ajQftM PANE (91 END STORM PANEL ,­-2.187 ­ __ ,-, " / - W ' I 11 ,( - - I I , 2.ifO" - - , ��, I I � I - -------------- - __� - ,I 2t* ,._ 1/4-0-20. I/4*.__2o.. � I �: - ,�,Il, I PAA�7LS I --' , I r, i �2­50, 1�25a` - ,*44 *FRSOE 3of SO." I 1 � �� W/ HEMMED, EDGE . �, " ,� - . I . iloo, 9,,� - I - - .7� ' - - " I t - .,too' Ot A. I � �� ITED S.S. Sm FINCIMP - 750 - -7— 1> ,---- E5, - .M. I I a � � I I T7 R, To , I I : " 17GLE ' � ., - 1 12 Ar ,a-, I *0.08' O A,,,�,�� -- -0 - �:,--`-- � I .093' - r I � _ J , I 3_375, - .- - 2,1'25. 2,000 . 1.500 I` . wl_"� -�-��, . , SEE . ..39 . sm <6-.`.,N� I ��­­ 111�// _ , S, OP- ZE � DETAL I Im �,, 2 If ROAMED - . I t _ 4, DMAIL I __ a t,3751 I - I I T (-3' /// - ,_ " '37S _"W � 1, I 125, 1 I I A 0. - - 4ii �� I - � � //-' � - -, .= I . . i 4 I_ A ­­ .... . . ... ­­_ I ra -11 11 � --- I ­­_­� --Ima'­ I,WOJ 1­ 1, \ _ ) I- - _�Stk ; L­_2.000� 3a - , -2.000" � - - Q VIEW DMIL , - --- av / ROUNDED CORNER 0 ENDS OF PANEL'S , 9 END OP W1 HEMMED EDGE. I 0 (�) 001-HEAM (�) ANGLE (4 ANGLE WITH STUIJ @ ANIQU WMJ (N.T,S) 1) REAME STUD I ____ —1 VARIES I I SEE W'2/'. _=_f .374' i _j ,/i4 a ..344, FYI, TOP SM - o9e .374� OJ I " . . T i -_ -_ 1390* 16F PANEL Ise- T i - - - I I �_ I F __ � ffl__"�,��,40.1�1 1, 'Sa* - _,�7_ � � - , --- L, I e- - � I I i 0 S7 i ; , - � 23 ,I vs __� 1,4 4 n .,.[ ..' ( 91-il I� I�'.( - 6W I �a__,_77]i _J - 3, MO' � ! i � ­ ' r- 1,671- -, � 1 7 'it 83-" IL-_ , , I I I ; 1.�i:s, . '__ ._ .­ -r-, I 03* ,4 1 i �, 6/1S.0 HQUE: FOR � 1 M�l _ � , -_ i - iZ1,12, X __ _ � , _ ­$10 LOCATION AT -1 I 1 057, i � I I I __,_- - ­11. 2 __ J I_ __I _S, , . I .M1 - EVERY PANEL OAERLAP ) (�) I - ON. W, I \ : �- 2.GW'--- - -, . 7.0 : 00" it _,, _____ �iw;it � ---,/ ,TYPj I _1 - M, (�) *E" TRACK AKINE (9 3/A* *r- TRACK T SAT UKED ! MWIS, fNi - -.O%,V r-------- ; , - 1-� ,344�O � ,k�O%W .... TfINN01y, Moni STU12 GALVANIZED STEEL - - , - 4 Ne 4 . � : , , � - - MA is- 'm - g� P, :_ Lt# "O"'. ... __ I 0, I ---I - -� '� � ,,i;I, .� , � ( __ [ ­, I � \J.OP3-� . "A'Eii 1. ; , " � , \ � .�7 4 510 I I- - 438�4.,87�',% �__ i *. I i - ------ � I - L-L ;A NO, 44167 1. I I : .,��,(�- — ir� - � '*S , ,_��� *:. * . = FLORIDA BUILDING CODE (High VeIociIy Hurricane Zone) - I I _ ___J I- - = - - 10,3' �� 7 Z49C NICKEL _QW."TIZI. 1 �a`. STATE Of ..',27 Z *111i TUDIO. PD, rp 1 '2�7 - - PLATED WtI,4 OUT � ,p-. ­,- Z 20 GAGE GALVANIZED STEEL STORM PANEL t � ------rZs1.- _ '875 ,,, k, 4 DMON bi,,, S. 0;X1--1. FLO , i - — .,-.0 �4- I_ __ ---2,ODO'---- (�� il_�, ......... , - '� - , DITE'. zl"/D - - UP, -"I Al PANE 1116NiW� GLOBAL PROTECTION PRODUCM LLC. IZZ' 1 ,_- - ­11 Z L )"11. 7r\ am �W. 51 STROLT `4414" 7�1=� r_­�?- S 2"X7"i �, - -4 ALTEF,xATNCCY. USE: "No FAR W/W I I -��.,� MIT TESTING & EFFERERNo coRPAW 1". FL =14 ALUMINUM ANGLE MONOLITHIC WASHER W/ AWKINN. , W.. WoWNWK-1- PHONE, (04AII-TSIA FAX! (W)WIJ 7.. Q20-1 . i - I i..) --I-. - 7 00) WTI-, _ 7/8"I'VI Wk%irq (STAINLESS - -.1 JNWWmN IINJI *WNN`i I- , vrm OR McKEL ZTED SFEK). I PC SM/WMAROVDAV CA-000"Is :j:� 6. I ,Ft JOANN - It I - . , WALTER A Yk`R 4 . . 1. "I I I thm 14, A 4Z'11`!F - I - I _,, i — — - � I I PRODUC1" 111VALCA11ON-IMPOIRT NO, 26-071= 2 2.2. 10T REPORTS: Large missile impact load tests were performed under SSTD 12-P9 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E,, Boriz Moroz, P.E. and Henry Hattem, P,E, and Report No. . 0219.01 -09, dated February 25, 2009, signed and so�tted by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 20a as per section 1 6091.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No. I 1 23,04 -1 0, dated November 23, 201 0, Big nod and see led by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgir,al Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jariofano, P.E. as per ASTM E-8. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltaco, Inc., dated 12/18110 and 0812711a (for this revision), signed and sealed by Walter A. 711lit, Jr,, P.E. 3. MISSILE.IMPACT RESIST -AN LCE., Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LQADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSM 12-99 Standard. kRQD_UC1'EVALUA1L0N_0F_PoRTN0. z6-o727.o2 I , 5. INSTALLATION- 1 I 97 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8, of Product Evaluation Document (F.E.D.), c-.- - drawling No. 20-175. Minimum separation to glass shall be as indicated on, r_ ' .0 sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document w- "= , - (P.E.D.), drawing No. 20-175. 4-- = > LJ 0 II_ C3 - CL CJ =. S AND SPECIFICATIONS; "o � ' I = P I __ -5 ' Shall be strictly in accordance with General Notes and Components in I n .10 d i n C-, :N1 = sheet 11 and 2 of 1 3, of Product Evaluation Document �P,E.D.), dral 01 .2 M , w 0 , M J­ 20-175. G.) -= CIIIIII I Zc 2! �� _= _n Anchor specifications shall be as indicated on sheet I of 1 8, of d 3: .2 W CL - ", - W Evaluation Document (P. F.D.), drawing No. 20-175, . :1. E — = , W = 9= C5 = ..F, -r, 3: �11: M CD Cu "������ Z , U .= co 3: I= W M= = 7.1. Shall be strictly in compliance with General Notes No- 1, $ thru 14,1 cated � = . - W -a :!. _= on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 = E prepared by Tilteco, Inc. and signed and sealed by Walter k T1111t, Jr., P.E. .T 0 C�_ U 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES `­ .2 as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. THIlt, Jr., P,E. (Florida License No. 44167), President of'nftecci Inc. (Florida CA-0006710). WATILL D:ITILTPCOACFM0NREC0RD5 k?,E, REPOR' G&VANIZED STEFLSTORM PANEL �CJRVJ?13020-1 I/Al, 2/4, 3/4, 4/4, 5/5, 7/5, , 2W/10, 311i 41IJ 5W/10, 6W/11 & 7"li � r MAX- ANCHORS; FOR CONCRETE SEE SCHEDULE ON !IHEM 8 & 9 ­ - ­­', MAX- , V, MIN � - __ __ --- FOR WOOD SEE SECTIONS ON SHEETS I 0 III I I --- I, Mitt, I I r a 0 ,� 0 6 ___ __ — -------- - --- I ---- I _' ____ �_ I - ____I- -.-",-I - - ­ - __,_­­,-.­­1_­ !--F --- I-- - --j �,� ----I---,- I -1-7 __ -1 --- r--T- -�­­ - ­ f , I , - i ,� I I � I[ D-IiIi 0, ((�_4))�, @a. r_T_�- ! ! I I I � i I -­,­`1 , , , I � , . � I —, , - ____�� , —, ­r I i I I I , I � , I r i I I , I � I 1 � I I I � &4). (�K),@ I W I I � ; 1 1 1 1 t ,_,___f_ I � I � � ; I . i J, ,A I I I I 1 1 1 I I I � 1 1 *a 71 � 1 ! 1 I . 1 1 � . � I I I i i I 1 I I I I I i � i I 6 I 1 ; I I I 1 1 1 1 1 � i ,I I � 1 1 I I I I � i I I I I I i I 't i � , I I . . I I I I I 1 I i I I i I if ii - it 11 . I I 1 i , r i , I I 1 � 1 , i � 1 J J ED , I 7 - ___ , �___ _ I L - ----L.,-- __. ��_L__11___L_ I . _ ­ " I ------ -I-, I 1 , , - " 6 I I li-.1--_ - —, - ,; ------- - ­ -1- . ____ " ­ _T7 J - -- - --- ­ I I 1 r , -1 L __T -11 --I-- I � I i 1 I I i I I , . " i I � i � , I � I - i � j I I � , I I I ; I � f ," �_, i I i _ - 11 � , I 1 1 1 --rj, , _1 � - - _­1 _4 _4­ 'I-- i I i i 1114i� I 7 I I � 4, _.- _1 , . I i , I A, � , - , 1 ! i 1 i . 1 � � - -1, " - 1,11 � I I I ,I . i , ,� I f � I I I � 1 i I I i i - - � I � " � , I 4FA - !- - � - - - - - - - �___ - - � . d , I 4 - I � , , BOLTED PANLLS W/ I/11-20.1- - i itTIMBOLIED PANELS � I 1 �, ,�,, I I I 'i_, 1S.S. M�S. BOLT W/ 7/5' . 3132- ;1 i . 1 !(SEE SECTIONS .41 1 i I : � , i ) 1"WIFIGNUTS 0 EA, OVERLAP i ABLE) I i I I I I � , I i I APPLIC � i � I ; I ! ! (SEE SECTIONS AS APPLICABLE51 6 I I ;, ; � i 1 i I 1 t � I 1 1 . � - � I ,I I I 1 i I ! I i I I 1 1 . I i I I I I I .,! 6 i __ � , I __ __ - --- I — --- I I ��­__ I I - 1 -I I � -, I I .---.I I -, - - __ - - I__ , I - -, ____ ___ .., ,_ � __ -; - - - I- - - -- 1-b ,� 1 I -i - r �', - . i ED � � I I . ; I i � I � I � -- � i __ � 1 1 , I I , � � � i I I I I , � I i I I I - I 1 : i I I I , ,- I , i I I i 1 1 I T i I I I/ , t I � � I � I � , i i j� ' � I � � ' I I 1 I I , I I I " 1 I i i � 11 I I ,-- , 1 � � I I I I I i � I � I . I � I I - � I I I I I 1 � � , I -- � � - I i - i i i � . - - D.M,,(R�@.(�).+_(& 1- I - .., - i i I ,,� -- ___ . j _ __ � , �* -1 0____ I" io ! ,* - I I , I 1 I ic.)l 0''! �w I 1 � � �,* 'I, , .. , " �, - 6 I � . r L�_ 1 i � .....4,-, MAX t _3' N" _ 1/4� 2/4, 3/4, 4/4, 5/5, 7/S, _-3: � - I* MIN , MIN. 1W/10, 2W/10, 3W/10t 4VJ I 5W/10, 6W/11 & 7W/11 � ANCIDIRS; FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 I �_.__ --.---,I --- 11 ------- FOR WOOD SEE SECTIONS ON SHEETS 10 & It ­ _____ 11--­ - I �- U (I-) A & ELEYABON N T�& 1/4' GAP 2,6r , (NIN. OVERZLAP -1 WHOLE VALLO) I __ � ___J �__J - __ --- 1__7, 1 "I � ,Pip - OWJ /IV--\ /'W"N , i'_ - I �, � I/F� 1, 11 OLA to \-/ WIX. GAP I ,,<'i� � ...... br il : __ L( ,_� V , FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,o' ...., N "---.-.'*-. 44 \�,� - �� Z 1: 'MIMR, T&KCA, W. 20 GAGE GALVANIZED STEEL STORM PANEL I - IN_ = *: * � . = __ I ,/M,/WX, = .. � -__ � GLOBAL PROTECTION PRODUCTS. U.C. � H.TZ- S -a'. ATE , _ "35.. — .. - OKI III Spi , - — � ... , Z__�� So', LYN. - MWE. F,_ =I ,0- ont 20-176 �. — (9.)US-1w. F_ (.).-am ,e,�;; ­­,­ . .- 0KINOW, NF: -I-,, — ,_ AL, � 14 ��..l — I - __l — `1111�14.1-11101 I i .V.W I I - SHM 3 " — I I i -4I-- (D (1) c- c/) -0 —00 > (1) C- -6., _0 L_ (1) (1) L_ 0- 0- C 0 0 L_ C -E5) M -1— 0 -0 (3) 4- 0- il . a) -= = a) --a Q 0 -0 - _a C: 0 = L_ 0 cl = = 0 (1) �>. CIO = 0 0 =_; M LL I+- 0 — CIO > Cn ._ U) .- a) Cn L_ _&­J M " 0_ -= �- M -0 ,.,o = .- _#­J Cl) C:)- < a 4 Z Z W MJ ____,____­ I- i INSTALLAIIQN DEIAILS FQR, REGULAR PANELSQ A JA M QD%M OM EM MAUMO LN MM M-WEM INU-ALL6TION DEJAIL$ FOR REQ_ULM.2At!EL5Q) & INTO EXISTING POU-RED CONCRETE QR__C0NCR9_E IR Q%= MM OR WOOD IMSIALL91M. LS3 & a - VAUD EQRR NAM UEE SM AND E=Z HA& MN PANEL MM INTO EXIONG POUREQ CQNQeRETE OR CONCRETE BLOCK -LTRUCTUREa IN 0 EXISIIN-r? POURED CONCRETE OR CQNCREIE BLOCKITRUCT . -W OR PAMISAVE =101 CONCRETE "MCHORS :,`� IS, Ut C" I CPU SMIEDULE ON I li,E_I-rvi� 11 __1 \� ;M SCHIMAX ON SHEET a & 9) %fris s THROUGH ;,-\ �-� 1._ I' - -------,-.--.--- AN. 1,01, 'ONG CIE SEE: SCHEDULE: ON SHEET a , , , . - CONCRETE ANCHORS � I i_,� PLUS 0, C, -;�4 I- I MkI. I I __RUCRED CONCRETE -_QURED CONCRETE __ '. FOR WOODRSEE SECTIONS ON SHEET 12 i SMODS Te,ovIR, 9) ,_I;pURED CONCRETE LL 4 OR CONCRETE BLOCK 3* M­ 3" wo.� (M SCHEMAX ON -1 � - I L� L C --I Z * ONCREFIC 0=9 -I OR CONCRETE BLOCK I Cn -1--a REQUIRED REQUIRED w RE ". (SEE SCHEDULE oW____1 "L , , " � I ­ 4 I,, It, I .- ­­­r � GURED (MR, "M""AP�__i*"X1 Xft Timm 1 , Lot. L� ­­­ Z.O­­- CINVIRCIE OtoRak$ 4", --,� I ,1 V71- __ - -1 _t " 1/1. I � � MK 767' �,,'� sm. SCHEDULE 00 f � ANCHORS - - I - � EXISTING POURED SHEETS a YKNOLGH IF) , � I NNI I � L _.__1 I �&SCHIOUUE ON I— " a) CONERM ANCHORS SWUS a T"itaLCH V) \ 4 = , , - - � CONCRETE ANCHORS W-LM E:YrUREQ " '_ . r I rI LROT "ONEPvTE ON \ .,,,,� � �§ - " -, �COVORETE - 4 i it, D.M. I , . FREELS, a rietoUst, 9) - I - � REQUJFJ ". - I -2.. � � ­-­­ = -= t ; SHEET 9) ; f MIW- ==" I � F*L"N � I I � I 4) I = M.F., . CONCRETE - t _T" 9 , I '� I . i ,, I - I , � � � I SHEET S) . * I I I,e - L) I -1 1�0 I 1� I � L � � � o I - - i _,.� � , 0 LJ � " --I" Ifit.- � "N � , ll�, i W I i ==%, . , - I � � I ' t , L � ,�L,� IL I I - ­ I . � 71 � , I , "W � �-�, PF 1, r1NMc_ I ,�,,- I Z . Z , ,��, � I 11�' _� I" � 7" � _: - I I - jr ­;M I , - - 11� � , I --:— �JVT�t­ - _, I L � , I I , I ----.---- � � I - , 'I, — 'i : f - 4 Woo"S - --'- — 1 4 ", 4) : � i - J I. 1 L , f-117 � " i . NX 4. I , " I ,�� - ,91 .. vzrn, - , 't . � , `,,S,,1111 , " \ -1 - J, =ZXRi L I I _J 1/4 � �',,`,':S-,, ,/4. : ft� l, i 4.�, REQUIRES . , , " ----,T-0 . MI, - , , , , A= = L 2 :-�'4' R I : , � ; . , � L I 1, _��', '_:- �L,�� - 4:7- -2 �, I i -IRc g� ; _� , ; I I ; % . L I L " " I L I , , 1 , � ` I � � 11 - �7� �. ! �" � ___1r: I I ,\, . 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I 1; i A IT. ;-g , 11 � I , I I � I I STUDIF I i ;1 11 I - ,---A= - I , � I I ; 11 � I � L � I � - R=POU LP. -�-, ; I-1 - � it I - I � i 1- �, Ti-W,F4 - - �',__";��11�1'�11� ­ i i 3 I 0'", Ann, _/1 _,"'N" I � i I � I I - ; I I I I I 11 11 E`X5 10JUREP ? ED ,' C, , i I * IF ,/2. oc � �, /_ I � - � I : � - -I--& WMCIJIM BLOCK �, - C'U".. ! I � /V— IM ` , _ , ��"A__ ___ I 11�� I ;_ ve I I � I I 6� D�FKP,2 _" , SO I , L - I , ;, E � L , _ I " " �.,_,(_1,PT@l, , I I . - - S. ai,.7 �, CONCRETE SLOCIS ­_�' I "I " - - "—/ S , I' M.., � " __�( ,� ,/2' cr� '. , ­ T� `­� a --- � i I .. I I ; " � G= 41P , � I IREWRTO ,�, t I _ i CONCREMM BLOCK - I 5 , " I on, 40 _ __ , EOUJ .,��,L I i "I �_= � sox ; � OF % cU0­i 50% 3:4- - III Kii � �, REOURED E .. I =%� __ OLM.4 - " . _ I DnV4 Poui , I " mi== � ; 0 ,� - " , , 11 ; ,�� ! 0 _ � " - ' - - ;1,; L � _�,, - - I I CONCRETE OR - : ;-,, I � I I � I I , � -, -, - -, �� 1 ; OF *L , MAX '"" _-L ­ �,L', �, , ; Or "L, I - Z , IiI4 � 7, -, .77777 � " I I -_ :: 7777 , ',I C: 1 _77 f I / �_ I* um­l CONCRETE i I tO I'll I SE -� i -, MAX _." �, _ - __ _. I .- a) , ,3 ,�11 Q-4i -� 7.77_ I --- L, �t, Z-I* mill. I , � 11 ­­11:­,_,,! I _J­­_f�L =3 OF I I" 1, REOURML ?� i I . EXSFM 11 ,1 I SCALE 3/16�1' 1 .� ,I : MAX ANCHORS: VCR CONCREM SEE SCHEDULE ON SHEET 9 I - ,�� - 3 1�1 .... " I . I �� � - 91W ,� � I ExonING POURED ��� , , ,Ctl _ 1. t��_ - __-I _ - QALL&��N) I . L MR WOOD SEE SEcnDNs ON SHEET i2 � _ CONCRETE ­13/0- - . - - - —,/.*-. - soua . I =M" ______ ___� ; I ` 5 I I � � � - I REQUIRED . I III �Ilo � ­11 ! . 1� I f I'll - C ­', � -WW : I P ,L_ � -0 coNcitEir ANCHORS � -,. I ------- +O� 1:L (M coia"Ito, . I ,--IT PON " i � %ii . : CONCRETE BLOCK i - TYI!rJN-4-`1 L � 4", . . G - 57 / 57W - ­ _.� W=11 O-1. 11 — G I CONCRETE ANCRORS ?K&1.11.,YKI. CONCRETE ANCRORS :n -04 3 - -7-."7, ACQUIRED �; I , ; - . 0 EVERY E_ I 0. '_ I I �,,� I REGULAR STORM E��14 = -1 if3 � = s0aw ON — (SEE ' I lz�' e, :__L_A_ _____ - - - 0 A 0 r I - ___ =%=,. - ,��', I � sitXI 0 12 .1-1. i i I I I ._I & a EL"ATION GO SHEETS 8 THROUGH 0) ,�� SHEETS a TMROLAN` *I IRCrIs a T.Rotos 0) EW� Z%l=1e* . � , " 11 7 XX � , SCALE " I - 1/4' Mo. GAP L_ a Pit (D- . . -, .- - =_ - =1 - I ,-. I— ., � lip- a. I 0 I= SCHEOLLE O.-_ -t. RE ,.Iqlr ­ /44 _­1 W_P­ J=. .M= � 'O'C'M - , I 'i I � . = I , � r -1 - . - .1 Ki I __ I _: , - POUS CA CF W-01i 1-111 __ I I. i i6 If" - SH� a PeRatiati 2) . I I _ I �� I . . F_ . I t I _" I =% �, 4 'I . LE I I =1 01% "I ',L; I L: CONCRETE ANCOM ," �:� "'.","'"� ­', — .1 SNEM 8 * 0) �, "FlIE1311MU - 11, . � , ,­,,��-,,,,:�� :S:-] - - - - : I gL,� I- -1 I , 7 ,,, _00,1 ,44- � � I : � 2.6?- 1 [Sa sc�� ON D.M. I 1101Z.) "I luiLn � -,-A- VE i I /4. 5 � . ALi M091111ING �` "'"NO, _11=11",= Z MQUNTING ,/ � i � 7; CIO 0- I L � . W 7/8 .3 WIND RUT I � - ____ ­­ ­_� �LL __1111 - , ­­­ ­­1___,_,_­____11__1 N 2 SEMUff � 14 �5 � I L_ SCALE 4/6-l' M%ff 4 11110MM 5 AL,§ IA. Ll . SO" 1A � ---JW AN10, &~ pftw \ -cu I/ " , -'arl-8 � � � -,. SCALE a/B-1, SCALE Z/a., WW OPIKIMI; NOT. - Olt, � � \_1W., : IS 12 1�2 � CONCRETE ANCIKOJ �,�4 1 1 1 � I � (SEE SWPXU 011 1/4' OAK, I I I CONCRETE NICkORS � r­ -, .­ - _­T-----­­­- - = _q/ ANCHORS sto, I L 11 - - (SEE SCREDIAAF ON SHM 2) 3 (D i I V E.O. - EDGE DIStANCE I --- WENtWGSnJ JR NEW 1' WIDE . VARICS . I /0' I F-11. ­,=C=V. I i ��_ - .= DOE SCHESILE ON ! I 0 i - V.10,01 1 1 RHCX ALLN. TURE OR 1, - L I ­0 -9 I . _.___tV SRW 0) U) i ........ II� REY� 'NG P I WOOD PLATE SPACER I ii OR __01 I I (SEE SCH LE ON ­­D" It I I . Q%Mpollill SHEET 0) IS= =TMSCALE - ='I EDU I --f - L A- SHEETS 8 & S) Sdr on "32--14 - NPOKYRN SHEETS B & 9) I _­ M� Sm'"Iro, I To MAWL I � L L . SXX�ol SU,CX OR ICU I 6 - � ., i - (j) REOL*M " - �Kl I REOUXUD I , 0 NCW I' WIDE . VARIES � 1/8' � r I �_;r I 9ESECDONS, ­1 1.11- ; I : AAUW TUBE OR 1* . VARIES �% � : Y NTIN9 (n 'I - � X I I - 17 PT WOOD PLATE SPACER , I _ _­1 I I— Q1 IECT AND WALL III IV. � , I �� TOP & BOTTOM MOUNTINCIS CAN BE " ; I 1 VAW, SLID 9 I I , PERIOD TRAM L" , I I INSTAUATION 4 I- Tyr ... :� . - -­,� ." Xplo, i CONCINERE AACKM - L � COM91NEG IN ANY WAY TO SUIT ANY mp�il MIW I " 9 4,0 ... AAIJIHINRIO,� TOP &_ EtOrrOM MOUNTINGS of 6 SEE Saimull: GO ��,� i INSTALLATION, SM WALL 3/43-1- i I ,% COMBINED IN ANY WAY TO IT ANY ,J 1 1 i AIN'I'll dim -�,-,,,&w% I I , .,itefli A. ",& f ", I i ,UJACK Colt, W - . . I E_ , I ."� - - rQ', - INSTAUAMCA'� J­s I , 6 I+—. SHEM a TARDUGH, it) , ", - " n - - f,­11, ,�v ,� !!Y�p =3 t _e� - i-,­. --,",, , I—- - I . --!CZ/ ,I, 4ov .:. ,";, , __ , , , _\ I ") I- __ C IDI , I I I- ��f E. I P I — 7;F- k", 4�til�,,,�,,J * , � � , � � __ - � " , I I� .=i , , 14 14 . , IT L _', � .I- _f , I 1, , , I _11�� I I 'I , - , - I �01 IP" ___ � , � __1 I I , , I "'I ,_­ .57-2-IT 1'r-a- , i " I I, I I I I - __ 1.4, 0C I - � . .., - .., .., __ \711,I 11, 14 77 77- .. ll 'a 11 . "' .., � M ' - . -. .r -.�� . _::::: � � --.10. FLORIDA BUI INC CODE (High Velocity conezore) I EN,y;`t-? % FLORIDA BUILDING CODE (HIgiII Velocity Hurricatt Zen*) ISUERIJIG POURED!_,/,�, L, ", - �, . PLORIDA BUILDING CODE (High Vel"Ity MIA cone Zone)l -.7am =; 9 rolf"k %_ - - - � SNAN't I ­C, �r�Erii WD - � .=Ji � ­____ CONCREM __ - .1 I Jr t CONCRETE BLOCK ", VYAV WX",t TO K Z I oK`I?`) %1WX IM, . < — 1­1 I c:00 MTS;*1 "e. ot,".,J I Y2,M, , : . % ' t� - - Ji x1mo. INC ROOLARED. L -----'-D - _t� 9*i . = I'P, ? F N*o. 4 LRAW, IFt , 20 GAGE GALVANIZED STEEL STORM PANEL N, .� aXA. M Q`WXVX `_ CDNCNEYE AmemoRs ��- S '. = OP." 3 M. REQUIRED. TRAIRC!, �, - � No 44167 I. Z 2o GAGE GALVANIZED STEEL STORM PANEL I Chei ff`� - . * :- 1 20 GAGE GALVANIZED STEEL STORM PANEL , * � , I _ ROULf"9111da I CP Isu SC,ema ON ,\N :*z * ... � = Z SHEXTS 5 THROUGH 0) - _-, - xllii� SECTION X_X = = - !'* TE ./n/2M SC,r 3/8-'- S � * c-'=j �=— ./n/K;oc E,D. - EDGE DISTANCE Z *: * (,�____ . V __ --- � '\ I RAR, . �_- - ;_ _— ffid "2QR I - . � IL ECOiti \ I Il - _. ' . _ 1 10 � � -O'. _ SCHEDULE ON 1-o". S'ATE _`�ff'�- 11LIECO S ;;J,.,- - GLOBAL PROTECTION PRODUCTS, U.C. 011M. S ATE OK ;I-_ ___ _� GLOBAL PROTECTION PRODUCTS tSEE TOP & BOTTOM MOU - .�� � I �p I* - � - SHEET 9) COMBINED IN ANY 'NAY -p-. L / i"3 GLOBAL PROTECTION PRODUCTS, Ul tKw. : - - - -­ 4NO &M. &I STRW I ;;O.S;; 117, , : - � c_ , ., — M CEILING A _XQUNIM A. ei�� � "M S.W. 51 SI.1W DEMIL lFDIJ 2A"BS REQUIRED Al ME QR � .,.W � ,I. --- 7; - VAIT. C. =IT4 1 1 --,,, 0,�-. �I C: TUN Him. * "O.Mi. . .. o"_r .", . .. . . ..,. IMW� FL 36UI. - INSTALLATION. - ) . J;NM ,i : i 1 -176 . / ", .0. _ 0111 IQ Sur . I rkowa (.111"i FAI On.)d'"i U - - - . - - WW­ PKOI (04)M-75-!, � * 20 sc&�E 3/8-1- S, ; LE I _ UJITI (w)-a""? 20-176 '69MM =41=0 UNDS �Rlo� �Vi ___ 1PI.) 1.11 Z:Tlom. - 71V 1 1 ,r* CI�. .. '. , OWL, - ,-=, - < , 176 - I - ,; f 4 . — i M A-1- - - - IRRO -1 — '0� . — v� I RIV.E VALi4owtAr/ow MN5� - I - 11 . I — I - ONNNWT W: 40 AVWNATU __ QA-011015711, W. . I — I - � DMINK �=`_Trs�_,__ "", 8/� � 4. t�L , CA-00i IT - . l� = �_- . � SKEETE a!- "Ittic R"FRIA00 " - , - ! _J , swirt . or " ,N­J_P� 1. I �� *&TER A. VILLIT ", px um, , - I I I ZLLMZ__�­ �.,_ �_ 1 21���� DO"i I I I — I ­ ______ nau W'. 8 4067 __ Z::�� F�-_I-d 1 12- SHEET NO. SH 1.0i . _F - 11 I 11 I I WALL AND FLQQR MQWNIING INSTALLATION FOR SPUT PANELS -T 7=4 -IT4:-FTrr7—T--7-1 7;j u-JJ "Jaw TIT, TF--T I-F -T F, 011.1 loo" A/2 [11 + I r 4 VCE SLAM IF 2 Ilr from- —= IV, mmm ow OLAF` RoCK Sec" note RmEX -r-T 4 �irC I T 00 =n T. E� v"M or ROW I M --wao" MAO SIS-1-I'l Ile 71 Hill milli ve. M amis WASHISt 11 A, OF *4" �t. "I "Alm tten-u vW,. ew. 2' HE� ELU&M SCALE SCALE 1/4'-" DUN" ,27-1--1' MUUJO SCHEDULL REWIRED MPn TUBE MULLi 1�e 2'. 3-. Ile 0 A. > ,-s- To 5,-8, 2' .4. Ile To 6-IIF 2'A e� I,'+' 2'. 6'. Ile' N10. 44167 FLORIDA BUILDING CODE (High Velocity N one Zone) F,` 20 GAGE GALVANIZED STEEL STORM PANEL Down will UCTIMLI - GLOBAL PROTECTION PROOMTS. U.C. IL EMIM4. T" NOM MVW am &W, a SAW IF S t�� I Ulf 00rSM,eE W W10 PANCLS ON MR OR 0. 90,111* or opt"Vio- A` Did co"I"'My IMw_ fL, (ONE PANEL OKW* wt UK TOP & BOTTOM) B pioiz� I04Hal-IS46. rAy. zk-oomll W-fx 7 -5H m�! I �V" - INSTALLATION DETAILS FOR REGULAR PANELSCI) & 6A INTO EXISTING WOOD STRLI�,T!JRES m "J T 1 S`PW"* wo.." a 1� T Ff", WAU UMN awhumQm - &=Nay& sw SCALE I/*, - I* IAM. 11 17".9 N - AMM&M I SCALL 1/4* 1* No a am 1110=110 WAU A EMI NO ItIll m INUA11agh - AMMIAM AN 11131WAXIM - AIJERN&M (SOCIM At TOP IS LIMITED TO +56,5-67.0 MAX, SCAIZ� 1/4' 1' &MMAM ALS�v DESIGN pousam PATING) $CALL 1/4'� I* =1jT A vr.� am mQuIam IHU&=ON - =99 SCALE- I/A- - v I- INSTALLATIONS ARE ONLY VAUD FOR BuILDINGS WTrH A4.01. DESIGN tOAJ)S UP TO +55,5, -72.0 AND PANEL'S LENGTH UP TO 8'-8' pa,f, 2. FOR NEW WOOD FRAME CONSTRUC1*14: WOOD MEMEERS TO BE SOUTHERN FLORIDA BUILDING CODE (wigh Velocity No OF* Zone) PH NO, 2, W/ SPECIFIC DEkSiTY OF 0,55 OR EQUAL Z 140� 4167 *2= Tairm Ile. 20 "a GALVANIZED STEEL STOR14 PANEL s OF GLOBAL PROTECTION PRODUCTS, Lm TOP DOTMINI MOUNTIMCS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLAnON. Al, 714 *46 All- VKW CONCRETEt Ahomes CONCRETE AK*M CONCREM ANCICRR SIDE $0411011 ON SHEET t,f�- (SEE SOKEDME (Sm SCMULE ON--,\ OH-\1 �- MA wow SCREW SEE semos; ON &1w It, smw 14) 1, � & 2/4, 2A/4,, 3/4 all 4/4 IW/15 2 povm DOW-0m W, mmm CONCAM Rrq�wkw L -T T 7 T1 F Tr (— Im PAWL] 0. iFOR ME, SEPARA To TO am Ev EST 4,` 4 -STIC, 0 12 Ire D.C. MACHi —1/4'w, w4HKE WIT", sc Wr st m (SEE '1,A`M`.�'i',1,sr: Or TO?. Orr -1-1 —L (S- OET 21" - - - - TFIFT, 74 TT 11-7-7 I 4-[FT 1 "'KIE Law" 01 cowpm Icou ViLL LL REQUIRED L104/4, 2/4,, ZVA.3/4 1--iff 4/4 LbW, Zj & ��W`15 1, & 1w/Is 1 Atl"Mflt LOCATION -JON WIFE WM PANEL I.- "'x AREA W/N0 OFE POODLAR PZE LOCATION OF LfE (SEE NOTE IsEtow) OR SAFETY "ma W/o RMULM TRACKS (Sm NOTE I -4- RELF: LAST PANEL JR AISTAIL.41c AS 77-7-7, —77 A OPTION At FOR LIFE SAFM m ALWAYS BE F%= S"w �4) -910 W FACILITATE 140ALLA IF PANEL(D & k'1A OF SM&M M%"-AfflL=Qft MWO 3/32--t- =-SECT11011-A sCAu- 3/a- - jil SE01ION 2 SCALE: 3/e 1* 4- IMF Iw ? LIFE S&FETY STORM PANEL CAN BE =VZO AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN KIERIOR PANEL (ANY PANEL LOCATION IN OFFNEEN END PANELS). 0 WMK* PANELS, a rLmr FISH It ;m �,� LIFE SAFM FANELS WAY OR MAY NOT BE INSTALLM AD04EW TO RECULAR PANELS (W/ OR W10 REGULAR TRACM) SEE "m 0 2. UFE SAFETY STORM PANEL CONSETS OF O.M"- GALVANIZED STEEL STORM PAMEL AS $ECTION. PER COMPO � SKW 2 Of ORAMNNa� SCALE TO r,RS PANEL= q-nELF BE REMOVED OR OCSIALLED FROM THE WEISE (W STRUCTURE REQLARES TOP TRACK ID HE CWPONWO& 901 71 J. LIFE SAFETY PAN WK r0k BE COMPON 2 OF THIS ORAWIN01 ....... WALL FLOM MOUNTED FOILOW040 SECTIONS 00, I 2 ON THIS. SHEIi AS WELL AS OaAA.5 I & 2 ON SHELF 14, . .. FLORIDA BUILDING CODE (High volocityy No cone Zone) 4� VMI� LENDGH FOR COMPONENT sm V-19M oc- M- ANCH09 SPACN. FOR C&=s'(0AMCHORArE AT aGTTOM Is CNEN OR 20 GABE GALVANIZED STEEL SIM PANEL SCHEDULES &�A�� S14W 14� CC Lm I �� COMPONENT BE PERMANCIV OR REMOVABLL GLOBAL PROTECTION PRODUCTS, I=. 0 q� 5 SEE DIETALS -FOR INVAUATION NTO WOOD FRAME 13ULtNNGS 014 StiEET 15. few Sl* 51 Smw 6 SEE SHEET POP W#JL APPLICAME TO THE WECMV FOR T+ff, IMSTALLIMON Of E-4MCM"iiWA;� RIC AAM W14 20-176 4 V1. (A. -"40. w V'-)M�aw SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO MCCO/iNDOC SANDS, jmu few I W.,,ER ill. .420 wm j w III, I MAXIM 1711111 IF iv" ONLY FOR &(j) 00ALLATIONS AS PIER SWD04S I THRU 10, ON SHEETS 4. ri * 6) MAK." "ix — - DIM (SE"T-C Wel-v U.— Or.- TH31 .51 -7ZA lofflu A 4 7 —I Tz; —6:7 .�wsi -Ty�o >-r-4; To W-V M- 2 Atr — - ---- —�T- IWO -1�0 10 11 -2 .1 .Z-a. -04 tv--r OR uss S. 9 v - wom Ill to`#-�wl' ss, W�S, A, ftow 91, amw & 40.00m or PANEL A urt -�-4`% INaTAUATLM offluo ONLY FoR Fmas QI& OMT41APOW AS PER scanoNs I TIM 7, 04 SHEETS 4 & ll) wAlium Aso� #A)dw AOCHM smam Fog, tn. - 3 IFV - Km DES" vputw To PRESSURE To TO 0— mr='L 1 =H, —01) m CONCRETE cowxwl I CONORM 0 00"CREFE OTACOM To CONO" CONCRETE or NM aLott, H/A SIA 1. 6. 41,1A N/A ff/A "/A MIA 1. 1. w w v I (emu") I or E H/1 N/A __!'A A NlA N/A a, #/A ""A HAD,.) NIA "/A i -r-e OR tm �S", -Tn r WA WA -lx OR W/,f NfA RIA Ir IF H/A H/A k. 7 Cw) A 4/A D. S, 4 7 JAMMU) N/A 12 1/2, 1 6 1/.* 12 s/2* 6 1/4" -7 1 —1c =,,41' SEE 94EM I0 I f MR ANCIVORS TYK A W9007 MR OW WOW MAK KMANG. VNWM ANtHOA VACKM AND MHANU OM DISTANCE ARE WOW ON " VVIEDULE FOR M LESS RON w0i ON wmu =a = VACIND, BY wfutlftym SPACING SHD0N ON S&atkc my Tw FOLLOWNG rh� FOR ION To K;= REDUCED spmh* thimlimm WAK Pirm SHALE ACT K tm THAN 141NWM WAVAO mcnoom AMoWR IYft AT AICICKS LE0010. Ile. 1/4.4 f/41. I/r. Ile. ARNM TYPE -- ---- 3 ot Nse FLORIDA BUILDING CODE (High Velocity No cons zonel f RAM No. 4167 -z TtWIA ft, 20 GAGE GALVANIZED STEEL STORM PANEIL� IA I Ile Dow W. IL F.CO 2 v OF' w/a/me :> GLOBAL PROTECTION PRODUCTS, I.W. ACE, Alm S.W. Sw mm MAO 1:010PAW Mot, ft- =Ii, I'll.' 20-176 ,4 — -un. matt Do-im-7w. rm, Bm4AHm-m7 gr A- - a XrMl-k Amo. 1%w - px $1 A 67 11 ' 1 1 ' dh' L L"Hh' " HL Ai �l 11 .11 1 L'[ "A 1 1 1 1 1 i I i 1 11 Ill 11 1 1/4;,j��A�KUMC X"If WMAW W/ INSTALLATION OETAILS FOR KQULAR PANELSa A I& 114 lm� * a 1/4, Ox. FOR FAIC1 01GIIIII 1JP To W-IFAW It Ile 04, INJO EXISTINQ WOOD -$�� FOR UNOTNE UP TO J!" ommolm rave jovs:wre 9 ", -- C W., r1mrAm 1,, 7_ T _ J, U-7 L ri�4� j "Al —r M, & rcii, SOL It Wm Room w= OR TO Ow SKW A SEFAM GLASS, "ARAMW To CLAM I qr S SO o To 9-41 v- 0 It It OR Jj 1;; w, Millman PetcrRATION At" J j t THREADED It 1; 1 141WRTA OF "WIND TIM PLAW a utiorlts L? To W-e 0- ATE It or Am $ME ve-I* ATIVE 0; ALIAT-M NOTE TRAM NOT $14101 MR CLOW 'Effillm"N'% 1, INSTALIATIONS. ARE ONLYVAILID FOR SUILONCS WITH A5.0. DESIGN LOADS FLORIDA BUILDING CODE (High VoloocifNv IN Zone) UP TO 554 -7ZO PSr AND PANEL'S LENGTH UPM 8'-S' 2. FOR NEW WOOD FRAME CONSTRUCTIO4, WOOD MEMBERS 70 BE SOUTHERN FINE NO, 2, W/ SPECIFIC DENSITY OF DiSS OR FOUAA- 00 FIRM IMM Si 20 GAGE GALVA NIZO STEEL STORM PANEL come Vow w 111LIEC GLOBAL PROTECTION PRODUCTS, LLC. `-M 0 4M AM. 6 1PRIM w, — :TD; '.;F ,,ITT.. M.OwU.N.G. D A, T" r COMBINED IN WY WAY TO SUIT ANY 20-476 [WTA"TION. MEV= t WALTER Ai 11tur At" PIE, Sim III (12 To f;6" IAMON u lm-w ORRIN PAMawly MAE 0 P*fiwa Fuls A00R-Alt MON - Sn"'O" WAXWUM PANEL PREIRAW TO TO 1 To CONCRETE LE"m V 00 PATIND t-111 — d, 2ME COlAm — or THOW 6' MIA A/A N/A a' N/A 6- 'T-4jA 6 N/A I A 2 (MP) +5&0� -7ZO 9' 9' 1 r . , -"-, V-0, OR LESS +55,0 -7zo 6- 47A, N/A N/A fie- N/A -.- -1 -41 A 11 a N/A I * 2 OCR) 5'-C- TO 7 +55,0 -72'a 1� N/A 6 M/A 6 N/A 1 2 0 71-6" To 0-61 11. 8* 6' ! e - � 1�—ULT4T M"wisLo. DESCH ;,ME � �;Twc * S/w now Tw- a A041 cm;f, (Imma 6 r Few VP or Affar, APR 'to I TAPC0 N SEC w"Mu I LtMGTHM_,�Al --TA—PCON CALK -IN CONDAM OF THEM .!2292-13 +492 -61.5 4 1/2' 4 Ilr 2 Laorrom) r-6- OR LESS +52-0 -wo e 4. —(Bimom) ±5-19 2 1/2' 1 4 3 1/21- .1 (9MOM) 7--e OR LESS +55,0 -72.0 2 1/2' 2 1/2- H/A N/A 2 (sorrom) 7 TO 8 1,*nU -72,01 N/A N/A 2 (lionom) ir-si. TOW wit )wl� 1 I l MET setrow a-Ast; — �Ssk, -nA 1 ir-r z L(i* SIDE SHOP IS FOR Affmm rm & SpAmm MR NISTALIAMNS INTO WOOD "IDe aulf"a MINIMUM ^19HOR &WOM AND WNW Tom MISTAKE AM pow" ON TH4 ISNEPAC "am to S TIM IRDHATIED " wheo" Rana mm" SPACM By WATKVI14 014" 5wi SCHIMUILt SIT THE FOUAWAG FACTORS, FOR HIS OMATION To OE POSSIBLE. MUM PACING MANED MEMO VACID4 SMALL NOT K LESS 0144 MWIMUW SAACM MWATEO MR MR ANCHOR Tifn AT mmi ISOM AND" "M I/r. Awma swom Amw Ea ism, PAPAIR -x Ai— MAMNIUM A.S.D. DESIGN 1� f AND CORRESEQ"G M"IMUM AN9M ERESSII)f! k, U& INVALLA11M INN IVAUD ONLY MR PANIELS(D&OINSTALIATIONS -AS PER SECTIONS I THRU 10, ON SHIBEIS 4, 5 At 6) MAX uamum Alaam SAAC" MR ED, 3 1 Asa DEVON VAPKWON tr TAP-ORP a"4N, ID stcrulot # & MAXIMUM FARM MY comakam ItHivy" v ift') ISATINM To 0-mv WwAm TO, ww'Rm camcil. aIi ULM To ConicArD, coMmm BLOCK 0040RETIr BLOCK TO CON(SIETE COKRM BLIVI. or TYZIA C)I S, N/A MIA N/A 1� MIA, I -N/A /A N/A N/A NIA N/A I" N/A 141A N/A W, N/A N/A N/A N/A N/A 2 (TOP) W, h/A ;/A bi� N/A MIA w N/A N/A N/A Eli M/A NIA N/A N/A MIA 3 It 4 (top) yr-51 al-e OR LESS e K/A It, r r,- N/A N/A -5 (BOTTOM) ir N/A I MIA P/A N/A N/A e N/A N/A N/A 7 i1ap) 'it 7 11 NIA N/A /A NIA 72 —yr E /A' t2 6 1/4- Is 1/4, 6 Ile 6 1/4" 1 6 Ile K/A MIA N/A N/A 4 A, (ROTTOW) 5 (TOP/WTTON) I-SO.O. -4l1s M/A N/A 12 i/E" 4 t/e 12 6 114' 6 1/4�' 6 1/4' 6 1/1 11 6 114- N/A N/A 6 (TOPYOOTTOM) 5F-W 70 W-r �W.0. -72,0 N/A N/A Z 1/4' N/A a I/e NIAL 6 Ile 1 6 1/4il M/A N/A a (TOP/sarri A, -a- TO Iv-2- C N/A MIA MIA N/-A N/A M/A Mi H/A 6 Ile 6 '-/A' 6 1/4' 6 Ile 6, ft� To �rop) 61 N/A MIA N/A �A /A H/A F. a (BOTTOM) OR LESS 121-41 OR LESS 41 M/A N/A MIA N/A N/A R/A 6 Ile .0m) F14/A N/1� /A M/A A M/A N/A 6 Ile I Ile 6 1/4' 1_10 (BOTTOM) CW SkfECIS 10� 11 AND 12 FOR ANQ+0RS, TYK SPACIRC FOR *WALEATIONS #RQ WOOD FRAME SIL"NO. DISTANCE An INWATED 0. 7"A SCHEIRM, MR Cal LESS SOAC04 w SpAltlw SHOW 04 SO4 DIU: BY INE MLLDIMAC FACIDIDS MR, V.15 OPEAKnott to $E FQSRIEE, REDUCED SPAM OVAINED USING �-Acrcq SILL HOT BE LESS' , THAN WINIME14 SPACING AM"IM " M" ANCHOR 71"pt AT mcmicts 4WENM Now INK , Kt� IN. _W1 �1�t /41 vpm-- Ww-SEP FUJI 04opll 11r. SOUD-0 -2— OEM A FLORIDA BUILDING CODE (111911 YeloclIly Hury1cano Zone) 0, 4187 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. 55 t AN Tj- IT elo \ 20-176 "Lim A PLUT 5mw A r 44-10 RANSAKTE PLUS A- OJ� W/ 1 7/8' -4 i T'SHE -Ao PEN =ON To WOOD EMM40 wwo HEADER XIKR EXISTING WOOD HEADER % A 00C, ITUD a 6 1/,- am a Ile or. r wow WAM WOOD HEADER REOLIRED 'YL- me, LAW we witaAhr w SEE amk-,W ON SHEET A MR S---ArAlm ME, 70 MAME, mi� PANU LENGTH M.. PANEL LENi M- PANEL LENGTI� (sm NOI� 1) (SET NOT-- 1) (SEC NOTE 1) a I, I� ru HER r wx OF 'V OF 1L* MAX 90 MAX Fla, Any, WT Y- to 1r4w SIM, 0 A n Ile" ED, -ig t LAC SCRM W. T" 2'.4' REQUIRED ED )WOMOT14 OF PLATE wozm 4�eZr&4`0 1416 LAO SOIJEWS a MID, 100% OF IRATE ;,:C� stk�.ARED W/ W " 2;1 r= F91 % 11�- J I ION OF PIATE Ll� I DIREGI MOU81 Z JILL �juqmq-�mi ALTEWA,11W r J, ISCALE */S-I' SCALE 3/9- 1' 1, INSTALLAMONES FOR ALTERNATIVES OW, SIA, AT IOW ON Y 0 1 fill BUILDINGS WrN AIS.0- DES" LOADS UP 10 43.al -48.0 0�01, AND PANW5 LENGTH up 'To 121-4, 2� FOR NEW WOOD, FRAME CONSIT(LICTIONi *000 MWERS TO K SOUTHERN E PINE: NO, 2, Wj SPECIrG DENSITY OF 0,56 OR EQUALi FLORIDA BUILDING CODE (High Velocity Nor come zone) 41 t2m pfiriii FP tiam-=- Dam 20 GAGE GALVANIZED STEEL S709M PANEL 7 * TO TE PROTECTION PRODUCTS, I.I.C. QWSINE-�o N ANY WAY SUIT ANY smc� I INSTALLATION, WE, 20-176 IS .Kit WALTER A, J,, PIE. Im IF of 2s ------------ - DIM, 7 I� - 114 , * , air', *1 I 1" 1 = PENETRAMN TV msw MKIS, HEADER it a I OR 'M iii E --,Yflog- ti' - 77- EOf ALTERNA11YE I ALI RNA-11YE SEE ScIlma ron, mS, 7, 0" EC, E, CO wow FkATr A. MISSED I, j8 3 ALIEMAME— ALTERNATIVE 4 v0t= 21=11 'UM1111 I 11w ow DOORS "I'Doe"W" ALTERNATIVE WOOD FRAME ONDIIIQNS ANCHOR jjQWIQN9j fuss . r 0,41 1 sckk 3/s, - 4; PLATE um � %wTTEA MAM Hot S"DW4 -OR CLARItY W" OUNTING, INATALLAM ALVJINATJYLJN 4q% WALL. Ile I' FLORIDA BUILDING CODE tffl2h Velocity Hurricane Zone) 912M ROMA, Ihit- 20 GAGE GALVANIZED STEEL STORM PANEL rp� w,,xw W" Ali= 3, INEXTAUAININS Aft DAILY V01d) FOR "LOOM WT, AST, 0MON LONT15 UP 4564, -721 #0 APO PRaS LQoTH W TO ll-e, TO OF �x /71 ECOI Lr 0/26/2m GLOBAL PROTECTION PRODUCTS, LLC- 7. MR NEW WOOD FPAW CONSTRi TO& N. x W SPECIFIC DERMly or a," .... .. -Akl -m SA 51 STREET -W X, 1"] 10�;fvfv Roe F& I954MVI-INMI —3�� IF, 9-00011112 A SHM Is or 26 Q) —Cu > 0 0 0- C: 0 0- 0 L- co -0 0- Q) U) ft:� c: 0 0 - E a) C:L C: 0 ?�: C 0 LL — C13 = 4— co C= 0 Lu 0 >- C14 W -0 E 0 CIO (n CU "o CU cc C/) U) Cu 0 L- 0- 0 0 L w U) ICU rn w z z SHEET NO. SH 1 . 1 - - , - - - -"- _­_­____AN.*R1 (SEE SECTIONS ON SHEETS 17, la• 19 & 20)---- ­-­­­ ­­-, ­ ­1 I MAX .U/17. 4A/17. S4/14. 38/17, AW17, 50/13, r MAY.': . MIN . I ___, f+ Mw/Ts, 7AW/19 & &4w/20 f* 590119, 701T/10 A MN12i3 I' MIN-: D.W­i4�}- - I . .. ... , _ _ � ­_____­ 0 0 0 0 �� 6 _ � 0 1 i� I 10 - , I _r._----T-_; - __ _-, _ I � � I . I 1 1 . . I 1, � I I I I i i 1 1 ll 1 ! I I I ! I � . ii :11,111:111, I , I � I � i 1 11 1 i � i j �! I i I I , 1; , � I 1 I I 1 1 I i 1 - , I 1 I � � I 1 4 � . i ! I , ,TO, ,� , I � @ OR @ � 1 I �� i I w KE., a ..'s, I : � I � 1 , I � I i I'll-w: a .. , , 0 @j m S'g I , : i � � - l I , : I ! ) � - I � , 1 i ___t .1 1­1 - i ...i­ - ll�­____�____Li . � 4r 11-1---.1-1-1-1- -I,---.-- __ __� I ­_ ­= ­_­ - I I , _ ---- __________ ­_11.1- - 7:----- _Ll I 1: -�A; I � I T ," - � , , , ," -) � MAX, 3 I I "o - ­­;.,%�-,,�- I �i , ---1,1---'-', ------q - --------"- --- ) ­ _­ _­ - _­ " ______ - � , , - � 1 -1 -4;­km __ __ ,0,1, , , ­., - - i ___i. �1' �, - i � I 1_ PANIL. LENGTH 1. i t i'­ l l I ! I 1: � j (SEE SCHEDULE) I I _Il� i - I I I � ,_ i 4 '014 NUT WNINTR .1 , I � i � . I I . J. � 1;1 INEILA� � 'I, I A - - � 1-1 � a I I I I I I l' - 11 , "'' -- � 1 I - ; � l , ,�, : � I I I , J _J j - - z IET"­Y111111- - - " , ��i � � t ,f � i I l l[ I "", 'L - � " I I I l j : L I r , � I I " � i 1 ri I 11 I _ ­1 - 11 - - ___ ­ - -.1 I I , __� ---- __ : ) r, q I ; - ­1 __ -1 . - i _---;_ - � ­­_____ , - __t,�_ _ _� ----.---,, j�L __�--__-� - t --�L_" � ;-��,,�--;---i , ___ 1 4 1 p t- I---- I w, - '� 2f" AT =_ � I 04 . LIM - : 1- "In -Ax IXjj i - - I'l ; . 1 'WI7. "117. �_ WIG KAa11FTkR(NT R"E" __ AX, im/ S. 40/0, 58/18. 3 RIM, 3; V 140-SAW/til. SAW/19� ktew/�w EXTERIOR L� EW/1"r-9, 78W/19 A SBW/20 1. MIN, 1: MIN" - - - - ------- - ­­ - - __._-_ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A 20)-------- - -- - - -- - - LEY -ATION SCALE 3/115`1* ,/-* MILaw, ! r- -(-'-,-@ m7w l i , Oft ("Awt, itol W"EV) T9_@ " olum Swm I I - " X, ,�i, N _,Avw,� P ­_,-� -_ _ ,L-- _ I - *\\/ - ­ .-z � __\__,� _­=.___\___! Z_l Axmm L .SECTION A -A SCALE 3/16--,- Ll"'QAW'111111� %,;W_A'JW'1*11 MUM-MIM41.131111z - ... 11111111MMI; MAXIMUM A.S.D. i DESIGN PRESSURE I Me.. PANEL LENGTH L (ft.) I MINIMUM SEPARATION PANEL I RATING (p.s.fj 1 (SEE SECTIONS) TO GLASS CONDITION+55.0. -72,0 1 I W-8, - 2 3/4' UNBOLTED I Hurricane INSTALLAIJON MAILS FOR OPTION #2 EQR UEE �AEEIX ST91RM PANEL SYSTEM IM EXISTING WOOD $11?UgURES 11--... ­111­ ­1 - ill , � I � il �, 1� I, � I 11 - .1, l , I -, -,� ­- -, ­'�,­ ­­ __ - t � I 'J. _­ ­ - - ----- ,' ­ :;, �L - ­ I— I i "_ � j I 11i - , , , , - - - -!i , G _am IIIENCEIR DUI I - - - � �!� � ,,, 11 - - , ,� ­� - I 1�1 L __ il� , ,-,,,. ER - " I I _r, ;/ I , "r, � - L_­ EADER ­ - _11 ji, �, - R = RIC ,,-] __11, I " , �,_ I I il i I I �, /' M "N Is ­--r,/,_ UR,�,,, _L � , . L �, 0, , "' - _J�� _­­��� � ,. , i .1 - t\� ' �l " � I "I i,� , '/"* lr�", ,­ � , 1'1� H ___,. 1/4"11 IMPCON.0 a' DO, , I I / "/ _V 12* MIN THREADED � I I - 1 �', - I � . f 1, C.T., A "I WADER � I I I 11 � , , I � 1, � , I � , NIAOUK I , � I ii I / � , , , I I.R. 1 1/7 PENETRATION AT WOOD ;1 I I . HEADER " __ HEADER ' I I i , _� , , I I y , , I I * I I i; - / �" , _QEE �il � I , � , � I 16,_ 1/4- I - "-- � ,Q Ew* � , ,:� i � , I i 1 ; I I �L . Lj � 0 I , I �� �11 1 ij4* - , i I ; / 11 I I M_� < ! T\ - - " . I , � ' i 'I '/2- � I/v , � I . I � , F; I , �, - ­ 1/4- I I I I .j �ff= � 14 J�IRC I I - I . 1 2* L , � M� �t - . /I I -_ L I � ; � ! r , , �(?.. r' I I T I , , " I . . Is, � I It. .�, , I � I 1� ____ __ L, , I I i ;2.L - � , I , i .. r I I I ot 1 � . t ., . L , ,:� r ,It La "I , ; � � t - A,, I _M.�. _ :I �� r �� i I --- I � , i T _i L I I I I z I 1: k� I L I - I, : t a � -a - 11L,_56ill, .1 . I I k__ - � --- I - i I � i I ..� F-11-1-- - -1 ITAO L COAT. I I i I ,��, -_ I � 11 � L/ � � Cm I 7.1 � i i . - � � DOW. I I � I ; I I � I 11 ! -a. I ! � I i CD : I . I ; (D 1 � 3 � I i; ! ; ! EXISTING f - M."a,, CLASS ism Sw.Wlu,. - 1 , "`o I ! ! 4 I . . j i . r EXISTING 1 N" "UNN"AHRIN � 1 I `C I Q­ GULAMSS TO "RAW, I . � I - i I I- zo� EXISTING I � : PANEL LENGTH 1- I ON voiT ui) i : (SEE NOTE I BELOW) I , I 1 I I 'L* W., 3 I : PANEL LENOTN I I � 59"NOWW" � I I , 1 1 PANEL LENOTH! � ,$) ; i v Max. � : (SEE NOTE I 00OW) I I L I : � PANEL LENCIN to valei GLISS Tc=. - m i � I � I . - ,11 - 1 - -- i - - (SCE NOTE I BELOW) =--_i To ,,i I'- _ - , (SEE ,,stOlo, ­- , r - �., I I I I - ', (SEE NOTE I WILD*) ; , - -""--- L "' - 1­1111 I -- ,_ I ON .sIrT it) I ; I 1 i i I . 1�1'1_2�111; � , I s. N.S. t - ­:�---A, - , 14) ­­ I . I I I/lI-0­20.1- - � I ; N.S.7-j- _--__, C � � � ; _ ! . I SA. N � - i i 4 I _ , I ­- " ­­ ' l l ' ­"' ­ - " ': )/a,. . 3/32-1 "NO HUT I ------- I -, ­ 11- i i 1 � LL 1 __�_1711_7_ -­ � 7d%`*Nz,3/32, , 1 40 - t I - -,k', - ­­i��. L - _1 ­11111___1 I - _ , I t _,, ­ . "� � ­ 'I L j � i 1­ ,�_­ 1-1 f­-L" -'. - '. - _�� - ­­­ ­ I , 11 - . I I 4 ( ­j j I 4 ,�, - . - I _ 11 IT, =_ -1-­ "I i'L i ­ =, � I I � I � �1. � � i X. ' ­ -'PTj­1 I I ! - � I i_f i L �� L ' _'""-­_-_,­_ I I . i I . z - I I � ::6 CC, W/I I/ . I I ! 2 . I i MIN. THRIAM L LL I .. - .- I - : i ­­ I . I I " _� I uy_:�: I i -_:__,," I , � , I I I , . , "* i � I PIENCTRAZON AT 7_-�-_zi­ - ) i 4MIDWIM OF PATTE � - ,� I , ';jL �L�j __', � � , � r : ' s T I I �7 - � . I - E6 T I a � � ". E� 7� - FLI i_�,_: !Y! I I ­ L. I I 7 I L k 4 , I F: I ­ - LlI �� --@ cow. I ­ �L FA. 1-1 - - - -I I � _rl'� � F , I � , �,� I � . I i . i L q 1, I -w I E0. 1, -1 L I k _ __ I - CwL - _. � - ` I I - I ; . � - - - _ - _ � J ED. �� - I i � I I II*-&­2W/4`SS, US. W/ I - � - __ _ ,, 1. INO ! . _ - I N3(4M S, N.S. W/ ED- 1, - �V/, 'lI13/32• WING NUT 1 -7 L I � L . I - I , ! lifl's . 3/32' AlNG .0 WASHER 0 12 $/2' O.0 I/C. TAKON 0 5' OZ - - - - (IiIIAGGERED W/ MW 'L 11 f:i �!!� � � - . ,;; 1 L � ; - I . i � ; I . . . - r. � ' . � T � �� I !,/a*. . 313r WING - �., I 11 I i NUT WASHER (BEYOND) I ' � r j I I I I I : , _�,_­ - , ­V4*4 TAPCON 0 e* O.C.O.C, � � , ,STAGGEM W/ , iq I -7/8 I I I� V .UT, WASHER 0 12 1/2' O.0 , L , ., � � [ WASHER (BEYONDI , 11 I /4'# TAPCOH 0 S' D.C. I _____� I l � r I _ %=N , I I I I I . A�� THREADED - _ L 1 - , L f � , t .TUQ) .., I L I " r"RE40m L I I !:I � /I I.&M, . I ' � I i ,D WDWIOTH � T , 1 OF PLATE , _��_ � L - . - - - -A ------ - ". L- WOMOTH OF PLATE __ ,� I - 'I 1. . � MIDWIDTH _ L j; OF PLATE_� I , � �_ __ ­_ l.�__ - WOW PLATE ' -& ­2 -- WOOD PLATE ]REQUIRED ___ __ -A n9KiWGcD PLATE - ____ PLATE WALL WALL M WALL MOUNTING INS1A"TIQN skw WALL MQUNIIHG I A !N III, N A SCAUE 3/8'.1 . 9 EL HR WoaNtL a SCALE 3/8--l- SCALE W-I, SCALE 3/a.-T- "VAIINUIs, ""' III. TULLE'4 /11;�­ ....... `�%, HOLES, -, ',.,- ,s I INSTALLATIONS ARE ONLY VALID MR BUIUMNIMS WON A. ,O. DESIGN LOADS 11*4�,�,"-`,��ENS,l .� . _� . '. FLORIDA BUILDING CODE (H!gh Velocity Nor icons Zone), - Up TO .W5, -72.0 FSF AND PANEL'S LENCINI UP TO W-Er - I %o.4 I ,*= -_ I r *UDC) TUER". we 2 0 CAGE GALVANIZED STEEL STORM PANEL P.P. DIENIN 2- FOR NEW WOOD FRAME CONSTRQCTON: WOW MEMBERS TO BE SOUTHERN FIRE NO. 2. Wt SPECIFIC DENSM Of (hSS OR EQUAL 2 - ; (5e::_ ,-: � =, * . k - im 1:� - . - � . , 51 _ _.­� !�,,�O-.,.. __ -,.-. wr - 07/"/Xm GLOBAL PROTECTION PRODUCTS, LLC, �_ / 111111LIECO mc� N51 q %I5iIif_.-, " &,6�-,i�, ." " '1111_111�i STREET - T,ULn Inernism, * ZwElift"O COMPANY OWEL R. =14 20-06 6. l. V A - .. - . "�- (iKHims­Ts,% w (#xw_m 'I..) ­_ 1r, ._,!1r 7 om _ "'INN llvw�� PE. S�TLWF?wr BAMAKO N� , CA-mixi . HER "!!Ui ��,!." I i - ­ . Wit. i- OF 25 1 - - 11 4' TAPCON ANCHORS' . 69. O.C. I 'k I , . , POURED CORICKE111 up CONCRETE , � - BLOCK REQUIRED I I :::, -, 1/4- , _IIiiPl­_ �, , I , , I If " , , " , I , I � : I _ItPWa11nN. I � UAJION DETAIL5 F-08 QPTION A2 EOR UEE SAFM 51OHR, P-ASEL SYSTEM INIQ EXISTING POURED CONCREJE OR CONCRETE BLQCK STR!jCTUR0 _ 1,0' TAPCOH AW40M 114" TAPCON ANCHORS a 9. ---,,, - 1,�Aq', TAPCON ANCHORS _ QC.0 1. 01C� , _, O.C. POURED "., _� POURED CONCRETE I" - ' CA M.C.00Cs"" ,"i 7 OR CONCAM : . , ? ,,, IT - " ,DN=R � � p BLOCK REQUIRED I I BLOCK REQUIRED 1 I , -C -t � e�& BLOCK REQUIRED ff �` 1k, j Ile i F 11 ,1/4' F _r - 1-1tv I L�� M­ I I " iI.." - -- ­ - 1 1 ! I I I i i,� l -----,-,----I I � Lps ��'N 1� I C * ., : I 11 i ED.$ � �, :T ". ., .. � L lI: 1;.. COAT+. I � I ! i - MAWRIT4. . - ri) I I - . l I I � ! . w IMPAR.0c, 1. I i � I I = - l- x2r. -1 2T =47m. I � _1 ,a , a% � � - e � IiAic "r - � : v =r. - - I mist, 'I) 1 ! - ".IQ l­ IF r - 1.) i � - I I I I I : r � ! 0-m-a-1 � , 0 E � , 0 E9 P41 =,,J I ; h LASS I I 2 GLASS_-"L,. 1114, � - �v 1 O"09 1 ; � � � �, I I—: �,�,�, , i a �, I 9! i ; I ds i, , - r, I .. 9 � � 4 1 1 1 ! � 4Z i j . I . i 11 � , , _L 1 -4 1 1 44 ! ,i I , P : , A a i i i I I 1 1 �I I i -1 4 " �, ! ,,,,,,�i V ! I '44 .- I . I I i, I I lt D 1_ - 11 I � "I .1 j - ��,4 � 6. ?. � , I ,E§ I I � :1 ,I r - 11 ;1 v ; - � �, I ", , , 1`1, - it I i . �/" , I l .1 �! .1 --- I I I x, �., , " ; , _,� I I " sy ,/* ;� I I 9 la_slm,� " , - I 1. I Agg = -, � 1 -- ---- j, 19 I I 45 =- = . �� li - -1- - - - � I - I I i � , : , I I------- - I I 1 .4. . -­ . I I—- I r --- _71�":__ - ­____��_, -1 i . _--.'i 11 - -_ -- I---- l. I I I i . � I I I I I ; I I I I I I I i , .0 4 ,. �i O f , kI ----I -,JviI�II.. � IiI 1-G EO- i-C,. ­ L: I , 1- _ ___._-1 iK1 I-_1____i1/2. - " �_114'4- eWSSMS� W/ I_E-L y4"!-20�/­4'SA- %-%-,-*I ' r - T-7le.,z/32NO WASHER I. I _(BMW)t 6 12 I/e 041 a.."/;WING NUTWASHEI�I.�i R \Vel 3/3r WNG WT �l"�\ YrlI3/12 0M_ WASHER 0 A2 1/204 _'�L,LIT"ANER(= I I l,'4* TAPCON ANCHORS :I 1/4- TAPCON ANCHORS II �4' TAPCON ANCHORS ii 04 TAPC ' O N _4 I/z* a C. ' _44 1/2' 04!_41/2- O.C, I - ­ __g,O/OX(STACGCRED W/ STUIO) (STAGOmm W/ STUD) � ....POURED CONCRETE __ "OURED CONCRETE � ___POURED CONCRETE I RED CONCRETE CA CONCRETE BLOCK OR CONCRETE BLOCK - Kw no OR CONCRETE BLOCK OR C0KCPCrE &M Umm REQUIRED REQUIRED REQUIRED WALL MOUNTING INSTALLABON - IG INSI&LADON WALL MOUNTING INSTALLATION ft" MOUNTING INIIALLATION ka SECTION 3A SECTION 4A SECjjQN 48 2 HEOW PANEL 2-M&EWIMEL 0 REGULAR PANEL 0 WFE SAFETY PANEL SCALE 3/8--1- SCALE 3/8'-I" SCALE 3/6'-T' SCALE 3/8-- 1 - SEE BMW 10 A 20 FOR ANCHORS TYPE & MIDWIFE Tft - - itt . . "' � � U�V�p� SPACIRC FOR INSTALLATIONS INTO WOOD Rii, AWHOR W44M (A) 3 ,, FROARE BUILDING. WNVJM ANCHOR SPACINGS AND "W"I'M EDGE DISTANCE ARE WOCATED ON THIS *�_ L�!r!!_r-) 3 SCHEDULE MR F.D. MISS THAN INDICATED ON SCHEDULE ROXCE ANCHOR SPACING BY MATIPLYINIT , Splolic SHOWN ON SCHOULE R.-I JO­­�D,j ,� ,I - #=I& CA am - BY THE FOU.0.1010 FACTORS, FOR THIS OPOWOW 10 BE POVIREILE, FIDOW" 1.1--­ - ,�Wr ____ __ � ___ __ SPACING OBTAINED US*4 FACTOR SKALL NOT FOR ." V&,W- MIRL=flOR TM M THIS= ---,---! ,ff.- " ___�: - _1 m- I _ _ INUALLAIION QETAILS EQR QEIIQN #2 EQR LIFE SAFETY STORM F-At!EL aY-STEM INIQ EXISTING WOOD STRUCTURES , - - , - I , , I I ill I �t f - __ , I 1 1/4'0 TAPCON 0 9' 0,C. -1 l , 1, fAKON 0 6" D.C. " A% ----- - / � im , ,_ _./4,*,I � , �, , */I - MIN, THREADED � , I Ir 1AW THREADED . ', !il � I 11 ! � I I I I Ay PCHCT%j ,� PENETRATION AT WOOD ... TH AT WOW I 11 . ,/ , I � I HEADER . I . HEADER V, L. f l I V I , I I " �� ` ` I y -e M406 " � - - .1 '� 11 - , I Tl, F 1/2 , , I . � 1 �/`, � . � �i�, li "I , 1/4* 1 � , I �� I i - � - , - - 1, - Max. 2�� , ; r I I , e � . I - 1 '2- , I'k WOW HEADER I i WOOD K I- * ` t li_M�.- . _� , I E901�R_ ��. ,� - _;, � I I , I - I REOUIR , '� � REOUREO­ ­11- �v - - I � M�, " g I I s , Mn` � I -,L � I 1 11/ � i _� � ! I -.,., - � - ; ;k - , . - � ;L-- - , � I , F; 7 - � _L_ L-1 -I- I - 0 1 1 -0 , I� mP_ NLPAKuaN l I i � 1 - 10 GLASS ; I � ?- ma bus . f I I I � I � i I W, sv�� : I I I 'L, W... =1_'1to` SHEET "', *L' -10 CLAM . M... � . 11_­,I�, ____ � �(m SCREDAUE - , . PANEL LENGTH -_ 4 T_ ____ --- r- -1. PANEL LENGTH EX I& ON jsw is) � 1 fSEE NOTE I BELOW) 1/4 *- - . i � (w Non I BELOW) ,& _ . , --- -F�:71_ S.S..� -I,-- -1-11 -1-1- - _­__� MASS� M.S., � � . , I � , , 411,;%, 313r . , �* - In ,�­­__ I � .11, _J I � �'11 T � I_ w 6 I I I I t I ­ - I- --- - I 4 I , , I I � ! ! I 1 ! I -, ---"-- � � ---- i i-I"-- ! : I � T: ! i � I ­0 I , I r[__1T__I 1 . Ii I , . I i - , & _% " 1-i - I I ,� , �­ _., __ - - _-, �v 1 l-, I 1. �. � - � I I_ I I - - 1. 91 1 . __ ­ - - __ -_ � . - I ____ - 1---_. I I I 11 . I � , ; 1 l l . ' i f �� 1 2',t4' WOW PtATE, " l?IVO . 3/32' WIND NUt 2".4' WOOD - I ... 17/8"0 , 3132' WING NUT WASHER 0 5 1/4 REOUJOEDO PLATE - �_ w . D.C. - I (BEYOND) REQUIRED � I -_ - , li; I vl i �`, !I I I�� � WASHER 0 ." - I i !� li 111 , p I I If � 1, IT 1 4 - I 0 PANIELNW I Fr"Iw/�eg , I", � -1, -10 PANELL"TE PLUS I I-, -� �!,� i, W I rE , . -,,-,---- 11. -- I ­-1-1--­ � I a 6 I, 4 O.G. 1: , � ,, �._ � , - = - _ , � til� a 6 1/4- cc le, . 3� ­ � I 1 � MIN ,H= ,I, I M t , I I I i 40 MIN. THREADED' 170N I , , I 1-1 � I � ] AT MJOWIOTH OF PLATE "I � _ I "I AT MIDWIDTH OF PLATE " �! I I - _�, li- 6_� -- .11,, I __ - I WALL MOU"NO INU&UMON 0"0101i"HUNA, NAU.Ag ps , !%. N,TQj,.* I EL ,� %. "I'll 2 REGULAR PAS 00i� ­`­ --If *`­ ,ytENS,&'*% % SCALE 3/8­� 1 - SCALE 3/r-1- ', �q,-,. FLORIDA BUILDING CODE (IfIgh Velocity Hurricane Zone) J = . 0=0 Tux" W_ 20 GAGE GALVANIZED STEEL STORM PANEL I "',W., = . 1. INSTALLATIONS ME ONLY VALID MR OUILDINIGS WITH A.S.D.DESIGN LOADS = ". III r- .*E 17,ii:z-, - 09""N , , - , -_ * . ,fic:_)�� •­_ , . UP -To .r�5.5, -72,0 PEE AND PAWLS LENGTH UP TO 8'-Er- _1z . - '/2= � - - __> GLOBAL PROTECTION PRODUCTS, LLCJ wil - __ 1�1"- , " Z� � � 1 - 2- FOR NEW WOOD FRAME CONSTRUCTIKIN: WOOD MEMBERS TO BE 5011"HURN IlIlotm -I-C . E.W. " . � ;11,0 - �:,, .- - - __ __ PIKE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL . _ - fl- 1MY1. - - . ...'A"n �­_"Wi..­ PH.- (v`H`)Mw`1515. r- ism)UM-3707 20-176 11 r� ,- � Dim - - � - � MiN _-lcli I N Ni A. DRIWIM Na 'T.1 - - I 10. C.-OW19 -.1 " , to;;A t�lnuc WALTER _k 11LUT .- PIL I I - __ W : .. .1 � I E R-DRI A , I . I - I . I � - um 20 w n _!AIEZ I I R&1f_1qF111fi4j=l11*r3A�# Niowmm to.1-fl3l:tcAK*Lorjum,izix_w-1,li- IM) INTO EXISIING f!QURED CPNCRETE OR C9NQRETE SLQCK STRUCTURES 11 _1j**.TAPC ANCHORS ­ I I I It--. TAPCCIN M04ORS 9 OC 0 0 0.1:1 POURED . OR CONafivock RrOURrD r I - ____ i ' ! EA1.- _ I _ � _ _� 1 � , W I . 0 .1 I= t m . _ . . I- I i p.rT 19) ; ; 1i kLii I I - I II 19 I ! I � I __ __� ------- - __ 4 ­­ 1 1 , I., - I_ - ___ , � , . - - , , 11 I I ! I ; ! I ! I ; m I ! , .-,-,,,-, I I r­ I I LOA , - I � � I I , i I � I ; �J_ - 1,111- - --- ,,--I I _t, " 4�164_10*0 PANELMTEMKOS %ER � I ­1 '0 ;,,.v.32* WING a I'M 3 � 0 6 I " Q.C. ; i.., ,P,O RED CONCRETE � U OR CONCRETE BLOCK REQUIRED WALL MOUNTING INUAUAM SUTION 9 REGULAR PANEL SCALE 3/8--1" I/.,. SEE SHEET is a, 20 I" ANCAKAE; wn a No= rim - - oiNeN _� �ye I _1 SPAPNOT FOR -WALLAMORS INTO *wb W. Iinosis sPimumn T,,) I I I FRAME ALWIP44 MNww ANCHOR SPAOROS No "MW MOE DISTANCE ARE 40CATIOD ON 71s& -*.:r-4- �L_.__L_ I I I SO4MU FOR ED.USS THAN INDICITED 04 =a- (w a 3,p I SOWDULE REDUCE ANCHOR SPACIRC W MmTftv*4 SPACING SHOWN on SORM" MOOL = BEEN =0"4 now - I EY THE FOLLOWNS FACTOFM FOR THIS OPMM* TO BE POSSINLE, REbOXIOD -------- ­ I YK_ , 45 1 ' 1 SP14" DWI*= U30,10 FAcrok VAUL NOT - - BE 9m TRW VHMW SPACM !MXCATE0 FOR w8 ANCHOR TYPE ON THIS SMOULE _ ______ ,_ __ _.2,,p-_ _ ____ " - � � - - � - - _ �Ao , __ - I—- I ­__1 - POURED'aanGK� OR CoN , REQUIRED . � 1/4' . ED - M. f=r � , I ,* ; ,* I f-",f , , " I- L_ iii* I , w� i r 1 . � i I I N I � -1 � r I � L'__ ,,, _,..._t-',',, _1 li, I 9 I -_ 'r- 1­­", . . 11 m_____ � I i � , . - - , I : .. � , �­;_, - ­ .� � or -8 - 1� ..�-i� ", -,-J-,- ",-", I k v __ I , �, : 1-i __ 1, I . - -I ---I I-- - , --- --�, - I I ; I II I I I I e� {­, -` . _':%- � , , L � � � . _ _rt � � r, t_D:# , I � � , � " i r I I " 4 1 1 , I I , � , - ­­­­1 I - ..__.__t � � � 10-0 RANELmmE PLUS W/ - •, - _p . 31sr WIND RIA WASHER 7/3 ,4: LBE ,w : � 03 - _12OUREV, CONCRETE OR CONCRETE BLOCK REOL'Aw 0 INSTALLATION I&LLm 58 9 LIFE SAEM PANEL WALE .1/8 .-I " I ' No. 44167 P.r VALINO"ATURE/wE = E .B a 0_ L) FLORIDA BUILDING CODE (High Velocity No cone Zom 0- MTM - 210 GALVANM=M STEEL STORM PANEL - DR , 1 _ O',XONI IN, tGAGr GLOBAL C S GLOBAL P"OTE"."OH PRODUCTS' PROTECTION PRODUCTS, LLCI RODU wlnl= . Acc �, , 5, STREET r _r P O. CAME FL =ft. Pilofic, (WRII-I&I.- fm� (�Kiw­w#? . AT , HOT 4, URV SmNO COMPANY I- 0= , 20-176 1 1�1._ It .-I , _.!�% O" FH _ . . _ . _ ,_,_ - I - = = . .�. NOTES: VALID E-7 xm I E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VEFFFTED FDR COMPLIANCE IN 8,J) MINIMUM 043COMENT OF TAPCON ANCHORS AND PANEI.MATE FEMALE 10 6t PANELMATE PLUS INTO CONCRETE ACCORDANCE WMI THE 2020 (1(11 EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL, a 1 1/4- IPA we R I CALK ANCHORS SHALL S 8 INTO CONCRETE FOR A WIND SPEED AS REWIRED BY THE 4UTOISDICTION WHERE I BE INSTV NO EMOMMENT ,ENT SHUTTERS WILL tm FOR A DACCOONAWY FACTOR us EXCEED THE .IV 61m 1/4' 0-20 IS )EVALK WT$ USED SHALL BE LONG ENOUGHiSHOUL" ANY ;14W MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, MADE 3/4' TWO ANCHORS, IN OMER TO VERIFY THE ABOVE CONDITION, ULTIMATE UESION WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO &S.M DES19N WIND LZAMSY MULTIPLYING THEM BY 0.6 IN ORDER To 8.3) IN WE TKAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W1 MAX. (ASO) DES*N PRESSURE ROINGIS INDICATED ON SHEETS IS & M ANCHORS SHOcl BE LONG ENOUGH TO REACH THE MAN STRUCTURE K19ND SUCH PAJOS, ANCHORAGE SIMI BE AS MENTIONED IN BA) AND IN B. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRMMA = INCREASE WINDLOADSAND IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N-D.S. Z015- (C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RMWANCE HAS BEEN VERIFIED IN ACCOROWE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER "MMMON TEST[Nr LASMTORY, INC, REPORT 0 2032, AS PROTOCOLS TAS-201� 11 ITT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2 THIS SYSTEM HAS BEEN DESIGNED PO BE INSTALLED ON THE OUTSIDE Or THE OPENING A,"CMWG IK OPENING FROM THE OR WOOD FRAME BUILDINGS I INSIDE W/O THE USE OF A LADDER OR UFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO at PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONLNIT EDGES WHICii, REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WIN THE BUILDING TO PREVENT WINO/RAN INTRUSION CAULK AND SEAL. SHUTTER TRACKS ALL AROUND FULL 3, SERIES TODD INSTALLATION IS APPLICABLE TO S_4�E AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOURED fO BE LENGTH, - PERFORM EO FROM THE INSIDE or STRUCTURE, 13 STORM PANEL nSTAUATTON WALL COMPLY WITH SPECS INDICATED IN THIS 0TOWINC PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. a. SERIES 2000 INSTALLATION IS OkPPUCASLE TO SINGLE AND DOUBLE HUNG AND HORRONT& SLIDERS STYE WINDOWS WHEN INS7ALLATION IS REQUIRED TO SE PERTORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AXID DOOM, WC. E - Z HANG STORM PANEL SYSTEAI- IS PATENT MOM. 5. ALL ALUMINUM EXTRUSIONS TO BE 60.1-75 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15, (4) MtS PRODUCT EVALUATION DOCUMENT 1PE-0.) PREPARED BY THIS ENGINEER IS MERIC AND DOES NOT PACMDE INFORMATION FOR A SITE SPECIFIC PROJECT; I... WHERE THE SITE CONDITIONS DEMATE FROM THE P_U 6, ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-HI4 NJUDY, JW CONTRACTOR TO BE RESPONSEELP FOR THE SELECTION, PURCtME AND INSTALLATION INCLUDING LSE SAFETY OF 7, ALL STEER- SHEET METAL PANELS SHALL 14AVE -STRUCTURAL DUALITY STEEL AS3M A-1553 (RADL SO thin, MUNNIZIED STEEL THIS PRODUCT BASED ON THIS PZ,D. PROVIDED HE/SiAE DOM NOT DEVA71, FROM THE CONEATIONS WAITED ON DMGINkt" WIFy- 58.5 Mm (AFTER ROLUMI, THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSAII.M. 6, ALL SCREWS TO HE STAiNUCSS STEEL "A DR ��16 MST SERIES OR CORROSION RCS15NAT COATED CARBON STEEL AS PER ON (-) THIS PRODUCT EVALIJANON DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, WO)IS W/ 50 "I YIELD STRENGTH AND 90 W TENSSTRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.334 Id) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHiCH WILL IL BOLTS TO BE ASTM A-3a7 VANSORSTEEL, OR AIJ 304 SERIES STAINLESS STEEL, WF,'H 35 MN MINIMUM VT" STRCNCTH� 9 CON: THE ENGINEER OF RECORD (ED.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR T14E PROPER USE OF TM PE,O. ENGINEER OF RECORD. ACTING AS A DELEGATED, ENGINEER TO THE P,E.Di ENGINEER, SHALL 10, ANCHORS 70 WALL SHAU SEE AS FOLLOWS: SUBMIT TO MS LATTER THE SIT SPECIFIC DRAWINGS FOR REVIEW (A) TD EXIO& POUBEQ_Qh&BM, (.) THIS PZD. SHALL MAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PIODITISSIONAL ENQINEER OF - 1,I`4-0 TAPCON ANCHORS AS MANUFACTURED, By ITW, EVILDEX. INC. (Mik f'­3192 p,Li) RECORD THAT PAM-ARED IT - I/4* o x 718' CALK -IN ANCHORS;. As MviurAmRED BY DEWALT INC. (MIN. 1'..3000 1,,i,) 16. STORM PANEL MANTIFACTURE111 LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 014-10 PANEUMATE FEMALE ID & PANELUATE PLUS ANCINCASi. AS MANUFACTURED BY ELCO CONS my-mN PRODuCTE, ACCORDANCE *IN SECTION 1709-9.3 OF FLORIDA BUILDING CODE ONE LIBEL SHALL BE PLACED FOR EVERY OPENING, (f',-3550 I) P.. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. A61) MINIMUM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FDR PANELMATF FEMALE ID & PANELMATC PLUS: A2) MINIMUM EMBEDMENT OF 1/4-o X 7/e CALK -IN AN014ORS SHALL BE IS 71W INTO CONCRETE, No EMBEDMENT INTO ANY nNISK MATERIAL SHALL K PERMI-TTED, 1/4- s-20 SS SIDEWALK BOLTS (_--O SHALL BE LONG EIROUGH(SNOULD ANY FIMSH MATERIAL EXIST) To ENGAGE ,�IC 0400"Ift, INTO ANCHORS. Ife A _ , ;,�'!� �;, fgp'-^ A.4) IN CASE THAT PRECAST STONE, PRECISE CONCRETE PANELS, OR PAVEPS BE FOUND ON TW� EXIStINO WALL CA / FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE SEI-IIND SUCH PANELS, ANCHORAGE SHALL. , 4� " ., �CcNi�,---. . BE AS MENDWO IN A,I) ,AND IN A,J). / -., i .. No. 44167 I I (9) 1D_mWNLLQNGaEm_v1m&_ft11 S*' TO , '. :* § S - 1/4' 0 TAPCON ANDHORMS AS MANVI'ACTURM BY OW BUILM. INC -. ­­ -_ I = FLORIDA BUILDING CODE �Hlgh Velocity No ,Cane zone) I - - " 'S ' _p - .1 - 1/4 . 0 X 7/IL` CAUK-IN ANCHORS, AS MANUFACTURED BY DEWALT INC (fi'm-tSOO p,m,l,) S. ' 0," I %I`, ��, I GAGE GALVANIZED STEEL STORM PANEL ", - 1, �oel '. � "I �Z- -in" Txnm' - - # 1 4-10 PANELMATE FEMALE 0 AND PANELMATIC PLUS ANCHORS, AS MANUFACTURED BY EUCO. CONSTRUCTION iz.�- . 1, � . EY I PRODUCTS (f,in-2071 P-..;,) - . � 07/24/2M -LOBAL _­­ _ , T PROTECTION PRODUCTS, LLC. -I, ,hll, Z: T�l \ � INC.- wo &W, Si m,4TILL -0 T*maCOMPANY nwc L = . if w=4-., , " M.. v2wm_T& irst,HIeft -am 20-176 ­, (.-CA-0 71=__ : Pi s�cwmi 0062 -I D� t! P� :MI !�# 2iA1ii`j,,OT SHEET . " I _6­` (1) (1) C_ U) "'o (L) -Cu > 0 (3) = -4.- ` =3 -0 4 a) a) L_ 0- 0- = 0 2 = .- Cm CIO �� -0 .2, n U) . a) C_ a) =3 -0 C2 C CIO 0 - CU -0 '- Cn _ = 0 = -2 = - O (D0 CU = C) .0 -4.- CIO U_ ,,I- 0 - CU > Cn .-O Cn W (n L_ 0 m " 0- C_ CU 4- . C B Cf) CL < COMPEN ENT5 E R SERIES 2000 84 1QOO ACAS NLS 1. /24 Ism Rm 2 KV2.) IN5IAUAIION DETAILS FOR 5EHIL5 2QOQ AND 1000 E-Z HANG STORM (SCALE 1/2-f-) 4 W/ OR W/o I ,.�4Z;-�n.Oi. 1724 * (SEE n FOR &(z) NOTE a SOL" 3* w_ 2'/24 lt� V/24 1* n. 8 (Sm PANELA,l INIQ POURED CONC TF Q� CONCRETE BLOCK I T Amm"Olm, Sa 111 17 11 MRI. QONCUM A#K.M Vr " M:Iaw� . ____2_59 I` -- � --- . 8% r.s;-- . 1 3- -1 T TFO , - ­ ­ --------- - ----- - _.- ­ - - - 15.106, (TOTAL WtDTH)--- - --­--------- ­ - ---- ­ -- ---L-,- ------ - - 2.150' 1 I I IOKOKA441=11.1 IN= "Risn"l- ) � . - � __ I - (SEE SCHEOLU cm SHm � - 1 I. W., ­ . ,,, =�_ - 2.591"- IliIIW 3 : I - . mA -.0" .K.0" ,,, ---------%-- -(6)- 1 Inc _� ommimcni Aw-'m `�, M_ I- �_____ __ - I --' L- ,2,5M. (EFFECm WIDTH) - - -------- - __ ___ ----.. ..--,--- I I - � . - A - � `�_ . ssv� �11 I I I I i a � - - � _'4 - -_ . . .... .... -111. I'll wsiIt 9-\ ­_ ou � / i 4­ j��:.. I I _1 . I I vit- so OF � F=-*_'__\ 'I, _­0_ P.,., . .) � .�zj ', �_`, r - __� :- ___ ___ i 2.250,-I - 1/:1 ,Z� I � r - i ! 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I 2 I - w - J�W ­ 4 \ 1, ��'11 � , smice t/ \ 2.6$7, . � I � -1 - ­­­ - � _-, __1_1 , � - W = - li - , --l-F., I r - _16-;A - 11 - 0 IT �v -1 I - -,I LT_,__�E____ -­ - - - 'I I (;di `,�66_��, 1 - (� (� O'C' 2*`�_ HEMMED -' AM •A-M � _��_, - isr�;��T INTERIOR INA - I (i;A 11 � ,'' j I � -­ - a % IL,- , . - " --- I- / GALVONIZED STEEL 11�� 2.244* C * � F­ i&;, �zy ( i i I I .1 I. I �, ,��! � - ... , � , � , � DOE 1, [___!� I I z NOTE Z I I I f � 1 SEE NOTE 2, 3, A snow I N l � 7N - - � _'i", \ T ,,'�-, - T-40-- �!. - i- _ - I Ili I I Fl. ­111 11 1 1 � if I 1 1 I -� - I �­ L.A I I____j L - 7 , - /1, - , f i 1 1 1 � ! 1 I I L, I 1 �,� - k I __� I I , I , � 11"` - ,..,G� , - 0751 Z244 zsDw I I I i i i t -1 I 1 I � I �, � I I . 6 i 4 t , I �� * "'Dam- ­ .- / - ( i I I 1 [ i I 1 '/,I-­._v.- ; - � 'LL . � - I I 2. 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TYPICAL ELDIATION FOR 5ERIES-2011 REAR HANDLE TO FACILITATE=& TYPICAL EMABON FOR SEVES JQQQ -WINTO-00 TO -rMAU-0 "FROM I I __+__ -r - - -- -- I 9 I , - 9 I ': � 'ED INSIDE OF STRUCTURE I I __1 - __ 6 - I I ,�- - p I ,w t - ��,,�_,i` , ,-��, IF INTENDED TO BE INSTAL FROM I �� �_ I E=Z HANG , i 11 -6--o � _ 125 MRM PANEL Mlslmw INSIDE Q` STRUCTURE. E-Z HANG SIQRM RMEL __ __ I I �j ; ---i- � , b_= - I I I : �� SMILE: 5/w - i- � , r, . 19 I � . - I I . 11 l . I I HEMMECL , - I h I i I, L Tj 5041 313r - I* , . 1 .5 1 1 - 11 ,. 1 1 9 I i : - a) 0 � _ K , , �, 3 N I I e _L'_ I-- Q.: I 3,750- 1 r-/4- � GAP 1/1' - co, /4' M. W vv H.. w -1 - I ; I I i I I I IF711�1 '� I � " i I I I : I Rig ;, � I . I ; !! I I - - k . =3 _� � r I . I . ,_11'5�.�: �,��'.,�:,?�;�, I I 11 I "L * (6)- 1 , , -� I v rov"s, . 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AP5 ­ S' M­­__ - ­ - - I'll 11 I , ---- I t I i ` 0- L__2DOc ___j 4 0) DEFINIOZ OF SERIES IOUD', E - 7 NANO STORM PANEL SYSTEM CONSISTING OF PANEL I� = TRACKS AT & PTrTE PLUS OR 15' LONG - -M CONSISTING PARELMN .. ­2w, .% I: " ,�', � i 'M c__ �,'� - m I/'- .. 'I I' MR - Or PAWL , 11 I -,- IL , z , ,I - I � � Rz�­ m (1). LJ[flIffDQN_9FM0Efl=, C - .7 HANG STDN PAREL SYSTEM (r"T BOTTOM W/ I-- I . , 1w - =R. �� Cant. TRACKS TOP & 90TTOMr (2). END PANELS SKILL ALWAYS BE CON�Eiq� TO 0 W STU, WALL BY MEANS OF , , �, �� . I so, , , I L . .- PAWLMATES OR, IF USED PPNIM� A�l � TRACK ?A) BOTTOM, END PANELS i , I= (�) -1- T09K 1 (2) (ED PANELS SHALL ALWAYS BE CONNECTED 70 SODOM TRACK OTHERWISE A STOP BAR , 1/, . � �/ "", , , A ED DO I ­- q � ", qv� , - - - SHALL a CRON1,1ZI,E02TO IS � _=_ MAII -1 . lr .Lt (�) W * " , RE ,_/ \ V4 - !::� SHALL BE PROMOED AT TOP Or SUCH PANELS, LIT 0 cii, _ _ U ., 6 OAW 7, T 2' AN ,$) ) ,4, �r WIND N ... :EPT AS . smar "d) ,,� (�) M"194',V �11 (3), IF 4x acs m%K" �' --' k ,�,,,, , ,i� \<D - DE �, 0 a) � xzmm - '�` ; wo"c' , U " C2) FIR F,orT mi) U) 6061-T6 Alum. ALLOY LC n , "` -0 - r- 125, END PANELS ARE CO SHALL CONSIST OF DESCRIBED ON NOTE (3) I LOW):. I F MU ANC [HAL T. Q (� Coo - I . 1/4' -20.3le IkS, MIH. THUMBSCREW (3) FOR CASES WHEN END PANELS AM USE JOINTLY W/ is, LONG TRACK (p AT Will Itim. I F� , TARED samw a=" , MLASL " CU INTO ';Z EITHER OF TWO ____ 0 .1 R.-F FLOOR IQ CEIUM NBNrA INST. BUILD-QUI m I i EXTERIOR FIAT FLAWS OF ENO PANEL ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (p STOP BAR I OU AT TOP OF SUCH pkdls� , SCALE 3/g.'. ------- 19m - (4). IN CASE THAT END PANELS ARE NOT rol. -TE PROVIOW i�m 1 ­08 -. . l I CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (4)� FOR INSTALLATTIONS WHkN END PANELS AND SOME INTERIOR PANELS An DIRECTLY SCAM i~' WALE 3/8-1- i I - -I- IS ONLY USED AT TOP) Oil LEAST TWO PARELSISHALL W CONNECTED TO BOTTOM TRACK MOUNTED TO ex - - En USED 4�r,TTNG S OF PANELMATES. ONE INTERIOR PANEL . L, M= If-d kowl USING SPECS INDICATED ON NOTE (-) ABOVE, N SUCH CASE, CONNECTION OF PANELS AT /_ W151?1v4 VOC !:� ARANFAM 'as " 10 RE U BOTTOM ATTACHING BOTTOM TRACK TO WALL I "�r W., o%wWHNIN,N,0%. . I I I TO BOTTOM TRACK MAY OCCUR AT ANY PiMi LOCATICIFIL MAY PAWLMOTES P SHOWN ON ELEVATION AND 1. TARK!, �,, v, A. Tio/r* t EDGE DISTANCE6=TRIS 4) X , . I C,q) TWO - '/N .� - - OF, r. . . Z . '- 'i 1, i SEE SECTION V, 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 25. W_ I,/ V Q. r I , . � �� I% w 1. j I "I'001111mit", NOT NEED To BE 0 CA ED -L / . - I TOt im, =. Im., . Tie - ww 23 0 ..... I INSTALLED ?. .­*­ %!fl-� I j x". %0 I PANELS % E 1, . RIGHT $I. OF . PANEL) . T % ­ w ` "� I,/ I - � OF III) I aNs, , I �F��!I:. "4 ORM1, a W "s I , A� .\CEN,�: !, 7 055, CTYP.) ,.\C E,�` - ��,?!"� - = .* *. , I SF ." . ,t!� �.j!4;;,. ,, " = THAT ADJACENT ��' I AV?6 -, " � OVERLAPS RETAINED By 8 I - VM,dis z L -A . I L__j 1 :: NO. 44167 '. 1 L"-.!i� .--- ­. ,/$;*,. � NORIE-am-cammignom gE 3mmm m :' No ' I I . - . ,,,r_EN ,%� ,, , - ,44167 -. z [ - I 1_� I *: "" FLORIDA BUILDING CODE (High Velocity Hurricane Zan.) "� v * c. FLORIDA BUILDING CODE (ft Hu come Zone) - - I___.0 : = FLORIDA BUILDING CODE (High Velocity Hu < I - -I - 1. _4 Voloca Hu . I I TO. A BOTTO 40,44"m Cm at z,*T � = cone Zone) -11 *` _` Comoming, IN ANY wo TO Ste AR, - . - ;7 � t ___1_1SO,___ il T� ftn= w r.`. J� .-- No, 4 167 % �' ciwo TLIDTO. - 20 GAGE GALVANIZED STEEL STORM PANEL � WAU,A1lOK z ' F,IcR` T`L� M. I r, 3' M. 1. .; TATE OF .-',,Iz f 20 GAGE GALVANIZED e, F-I . I , STEEL STORM PANEL = ... RM PANEL ., ­ - . .... A\ I ,':�% STATE OF ' f 20 GAGE GALVANIZED STEEL STO = �. _ -.�Qz- � ------------ - DAWN SIT, 7/u/n," - . -_ 59-co. \ . ,,", " ,,,Nui, Wt. z r.ml ir - ,. SIAT OF .*':Ir t� - _­ -.> 0DUCm LLC. ,,, ., GLOBAL PROTECTION PRODUCTS, LLD. 0 . O, "� �' � 5� 161 5"w � - - 5 , - -1 SCALE: 1/2' . �­ � / VIL A" S10. 51 STREET , Ii, TKUT n."o .AK�" tow"m Ow ri. :24". _1%U7 NOST1146 . rm"EID"No 60sIPANY 'k 3"" Omr, ri� 3w,. Tm� V-- w==m. - (9S+7ea9-gR®T 6 - � ln.I)sss� 20-176 - ... %W!,m 1!IWI= ,=�, -, 20-176 < I ,_� PHIONin Ui!4)WN1,­?S0, F0, 4 .. I I' LONG NINjim, I I .,-,- -, DsR ­­ 'f I - n I - I 11 - " - _ DETAIL - _Ot' - , ) . 0 I I:- DIMON Im. .!, - - ­ * I f1i, �;% -� OR 10 . __-_ -_---------*\ - S *: %44_0_46_______-__1' --------' W/U/W" L I I LJ P-7777-47-71 , -, q... � 1, . CD 1-*X,3*( J AWM- ANGLE T STOP BAR ",,-�/ ��-..­ ___­ In, \ GLOBAL PROTECTION PRODUCTS. LLD, "'I"I"N S I. - \ GLOBAL PROTECTION PR 1. la" I I - ­ ­ " 1� /T11LEC0 20-17 0-51 _­ / FT MCOm. PROME, NAN)"91w, Fft I LOU` PHOKE'l (0, . , III, -k"_ N��4�,,� , .., a0l, / "e'= mpl-A-IiI.I. Z, am v­­ - 11 ­ �,*A 1, �C�__ N/g I iw�,.--�"*.5 Aw, ORHIM 6063-T5 Alum, ALLOY P1, SFiAL,%wwu#wloOTE tA_0001711 2tw_pa� '111144'.0 I 1�ieNllisRHMKRIE/iAii__ C.�'. - "' , / CA_.N, m 1-1 .1 - I- _j m ­ _ "s-­ . P4 � � � � ,NO,,.'. NI#p1JN"11r1_ I - I I - P E SEN/Sev"ORV/DATO, TEA A, TUA ­ PJE _ 2=__ . I =1z ,I, A _mMuL I* 1 - Elf, 11 I"a's R", - 17 -_ -7 - IL= kik i 1119 12 SHEET NO. SH 1.2 , , - I J . I-; " � -------- T__ .Ij� I 'd I - 1 . '(1''1111 I " " — MMIMIUM &SA MUN 9111ME WN LOA-L) AND msuspomwma Mm" EMEL UNM !14 so"= MMIJAUM "R-DEM I- . i't Am" Inli,�Obw FOR SEIRIES-100UM E=z HANG am EL M M=M SPACING =H WNS IM QWAU & QMRM W=K == A L-1 1�_Ift�_Abm_m I J1O%L_CJ1=_zfL - - IMU-w --F-----,.- w - MAXIMUM ASo. 1 M.. A� &0�vska; WXWA AN:HaPS SPAIM FOR E. D, . E ,/2. - AMUCABLE FC1 1, . ;�w .... AEL APP --- T CONDITION SM70 — � SLICUM # A !! �"IrUR'� I_):I ;7, �,,.,,,,, � . _L . PRESSURE TAPOONIS j C"-A PANIMAtt FWA-t 0 MOMIMLA, PANCL — -------I-- — FATITAK; -1 ­­ LONYTH %, H,L) —,,,,,, - I", 21, -I', I'W, to toecem 10 TO OCINCRFIR To CODOWIDIE 7, vwwr ]TO CONCRETE - - .05A. -7" � .111, I DOM TO CONCIKTE ' 7 * OR LESS 0 , -1 - I BLOCK BLOCK __ . � 2-* & 31w --!Lt.,,- I M�t � � ------4--�----- -------4- -_ 1'. I /A 17' N/A 1;r K/A 11 le S, (TOP) I I ,HIILTL -1E,� 70' OR LESS z Zia _!1A I SOLT-0 , -C a .-w — _ _2,1_ _,L_ . - —_ , I - __L_ I ti, ,.* Lir 1. 51 I F Rw) : DOI= S A WaCRO" AT WERI AP & Age OF PAWL ISNOTH ___ .-!:— ____L_ __�__ __s@'l%1L"-zq'Rq­_t_ Tw;&s, M. ap PANEL MEASUR&,= Ir r 1. 1. 1. ", — — — - 11 � N A j N/A N/A I NIA NIA 1 12 112" 11* � 2. (sartow, 110' _!/A __!/_ _ +66ITL -)S,3 __ __�_ —_ ON LIESS 7. If/A , 6 f/2' N/A I A 1/2' N/A 4 1/2- N/A 3, (TOP) I __+__ " --- — � Lv NI/A A 9 I/y, N/A 9 t/2. N/A 3, (WOMINO) — __[__I!:__ __!L_A - - ___j — - 12, N/A 1 12- N K/A � 12 MIA 4, (TOP) __ — ___::� ­ __ �/A' ! 2' - ' ___ — , 127 9 1/2' I I,- C 780-ITOM) � T27 - -I--- - �_L_i —Ir I _" Ir 1 ____j *LUMD 'a %D PKA. ASO, news PRESSURE RATIBIG, vtt_� I - Asa SHEET 26 FOR MICKORS, TYPE A SANOX't RON INSTALLAVAS INTO WOW + REQUIRES M., DISTANCE BETWEEN BOTTOM OF PANEL � Few BOLOPID, AM (2) TO BE 1/2' 1/2 V, MINIMUM VCHOR VAONGS AM w4www ITOOF DISTANCE AM INDICATED ON T`4$ MoA WHEDUZ FOR ED, LESS THAN INDICATOO ON SCHIM" REDUCE "NOR $AACN* By MILICITPOLYINOk SWINO SHOWN ON SCHEDULE W THE FOU00001AL FACTORS, FOR "I GFOROON TO BE POSSIBLE REDUCED SIMONS OBTAINED U9940 FACTOR $OWJ NOT fit LOSS TRIN ONW40A SOFOACRIC ft"TED FOR IAW AND-KA YOE AT, I L%Do _�� ., — I � j�LL�,�_ *. 111r. aj�4�'_�_­ + ITEDURIES MOO. DISTANCE BETWEEN BOTTOM or PANC, I T-1v Aw*w M _l 1. - T~ %� POWELMOVE AND 0 to at DIIS, I v 0 P" zk$� k - - - z W- Anatole Wrel*10 0.) a "' 3 " " �__ - - vxw_ ;ft.-* 00 I --;-- " I twm-) ­$ - -, --4,-- L—:--:— I L, ;--,, Mw M pa wMw FACIRIN , ­_____L "w , — I -Ir ­ , 7-,-. 71_�-�:::,--� ___i�__ I. L______3_�A_ . I "O04410010A, o% P, TIQ ..... ;N, 'e,�_: , �_,; , V, -, A �p. 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INSTALLATIONS ARF QlAl VAUD FOR SUIUAKG$ W"H A,$ D 0 �`MCS UP TO �LOEO� -rl,3 PO4 MO PANOWS LENM UP TO V- 1Mn7" - I --, " I _. - If- I I ... , " 1 � - s � __ I , i I � , ; 0MQw#1q luumbiq "A " � A�� T12"h*-,,JjSBCAfL1N11/�A-, �I ,,,� o, 0 ALTERNATIVE 4"'W SCALE 114V0_ 2� FOR NEW WOOD EWE SHIOCTOM WOOD � at SOLTHEAO,O � MEMBERS To P-E N' I- W/ EFETT,FMISITY Op a," OR EaUAL - , I � I ,_ , � . ii� ­­ ­. . - - - , an ­-�01 ss I . . .11 --`,� 41� I" 'y ,,, 1� z - PLOWDA OUI LDING CODE (HIgh Vel"Int Hurricane ZOns) WROAMS FOR i OF - AS - WA 91, Top MIN TO TRWK. mvi PA� , M, SAVE0 ON "L 1 =411EP '. f : No, 4 7 *� 1 - - _____ -_ , '. ,*g *: . - s -41 - — tzwo muxt, I W_ - - - - --- rK, 20 GAGE GALVANIZED STEEL Stift PANEL Vtk" 91� — , I LIAT" wpe UN a, � I nai�siiCcQmiiI��-----j . s -r'� STA ()F,�' - O __,", .a IN I , -1 - ---- _ 0 0_,�. I I I �� GLOBAL PROTECTION PRODUCTS, LLC. "`-',",r,'m ,M.11140�111__Mv ­­.1. - 4 0-s. �17-hu.-, ON -to I 10, 1� o"S" NC`NHA1C CON SE com"C" A" I - 11 - �­­ " I I A / , - -TRENEs; � A PlOw M-)M-,SIO� P_ iv*-)M�nl 20-176 I WAlt SUIT M� INSIPUAIM, 1 11-1- 1.1111, _ ''. I - ­ I �. 1/4 I. NoTt 1 n4mm. '41' ._­ I I � I-K- Uneau, wo , P V., .7- . 091POIKO ft �_ .iii -- ir_Q� �__ �1! ____ - I - L � t - ==. 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GAP I _20-0-- � __ ___�,_Co ____ __�L_!�_ � � . I O 1.11 a - 054 - .1-H,l' - -­ —_ ____ —_ _ _", j � � I I IS, O - �11 - 41-1. � - . I I - I I --- _­_­__­__­_____­� CeD " I ,05 MN Pe. l— I 'N , rs , , ��_�� ___ -5--- =K___ _'e= 1/4 " \--/ MAINUM SEPARMION TO CLASS SONCOUILE Put. i . / ,-It 1-f PANEL IMUM W�w SPKMW 4 1 A J1 VAX "Nam C 119.h KIND SPEED > 170 OPPAI . __ 'k, , __ � ._ ''. N11s, - ( : EDIFIrStRMORIED 1 RMINITNO 1.) 1;;4w_0_ worm ��__ i D(i) L+; MOXII AL"MAW1 PANEL UEHQF` FOR A C EN POSTRIE A-S& DEVON LOAD, �! 30 I. '. I ji 1/4- L­ 9W ALLOWABLE PANEL LINGIN FOR A OWENTEGAINE ArS.11 DE90N LCAIL OR _Ea, ,� :]: �1/1-1 �1�/2L_ (2) PROCEDURIE 70 DETERMINE MAINOMM PANEL LENGTH; I ,10r -TO 90 F--71*— RIVER A POSDOVE A.S.O. DESION LOAD, DETERMINE MM*W PANa 11NOTH �L4" MOM SCHEDULE — I, I I. 7 1/,� , MEN A NEGATIVE LAS 0 kWERMOSE MAOOMUM W44 LENGTH `_� FIRM SCHO[AtL11I I QWt�V% >90 In 145 - - �2_1.�:_ FINAL MAXIMUM[ AL . PANEL IS EQUAL Ttj DIE MWAIM DETERMINED PANEL LENGTH I 1 7 1/2 BETWEEN *L.* AND 1C_ I;-- - �­ �, I I. 27._ (3) SEE SCHEDULE 0aC* MR WIN PANEL LENCT4 FIRk POROSITY OUNJITICA1104, � ___ ­.. �._A — f WSTAUATIONG OHIO WOW ARE UNITED TO � 93 P,.,t MAX. &SIL, IT" PN­.,=RE RAUKU — .- - - I I I ''I - ____ -1 __ ­ I sr"C= I t INO! AS . ! 1. _U. l 11S_XIrD_ PILD A,Oo�, As IO, .11 7= ., - I 0. III & IA FOR VAX, AS DES" LOADS A, WAY, rAum LENOMS TOP STUD '. EN SPACER a's USED, ._ � . �, ____ 10, I MOW, 1 HEADER HEADER ANDLE TRACK W .� BOTTOM I ____ __ f, A= , l., FLORIDA BUILDING CODE (Non High Velocity Hurricane Zen*) ­- iii; - z I ­_ ­_1­­_..___________ --- ­ - ­­ - DIRECT MOUNT 46, I zu , - . - It _ ::��e 3V 1 35* 02W TXUDI INC- Ell, --- =:--I--- =.. --!!:- -!!:- - ' �4 167 24 GAGE GALVANIZED STEEL STORM PAWL 1. ! *.; -� -j I I _T�vl - . _ � I ___T s- �,i ;* z_ 4 lllrxl�FSTUDANOLE V 52 112 w .- * _ - ---- =---4---::__ w I or 1�­ 'r TRACK - _-E--i-4�_ _i�_ TATE 0; I I -,- OKIV - -1 - .. . fuY Tim.6 09 QIOL S* 5 - � -_ * I COWA y I s I so- I U. W, 1 3s, W Be, I w �_%^,�_,_- QRIDPI'�­ — . __�__�,__ �--/,�- ol, WIPH, " mr, ,t. 12gr 20-175 1 - ALI - h__ _r_____t _�wl_ 32* i w I ­1 I se, I Sol `R%IZ,,'j,NAL CI&I-I'vO, I I =t ... if � . - INIOW (sot,wo-w- nA, IAINTIN-urw, __nt!�.Hl __ ffNj,;kIRiIB1VACIlDQWT-/- `= 9 - ____ . . I .. I SHEET NO. SH 1.3 I� r,0MM PANEL SHOWN 019 I -CS PRODUCT rVA"TON DOCUMENT LRLO�) H45 SEEN VEPIFIED FOR COMPLIANCE IN ACCOROMCE M,M THE 2020 ' ,1N, ECTION) Or T' Ht 11LOPIM HOLDAID, CODE THIS STORM PANEL INRAU, 90T RE INSTAUSI) Ar HIGH VIS OWT HURRICANE ZONES tMEARi-VADE Y CROWDED COUNOCS), DESKAL WING LBACE SHIALL BE DETERMINED AS PER SECTION 100 Or 'rHE ARI MENTIONED CW_ FOR A BANC WIND SPECO AS tISQUIRED SIT INE4OUSCK;TO!A4 WHERE 5fORM PANOU All HE INSIXCED, AM FOR A 0TRECTATNOUSfY FACTOR 0-9,8IIO, LSMAO A5CE 1-le AND SOTALL HID EXtCED IWC MAXIMUM LkSO.) DESCH PIRMORE PATILrOS INDICATED ON SNEE7$ 3.9 'am 12 * 17, I& IN ORDER tO VERM r-H AWNS COMM, 09 ULIIMAT-_ DESUR YARD LOADS 0CFERMANED PER Awz 7- UIT SHALL BE FIRST REMM TO A,SX PISTON PRESSURE RATING By M LOPLYINC THN BY CA IN ORDER TO CCAoSMeC 114ESE W�t MAA, C&SO3 DUSISM PRESSURE 901"� INDICATED ON SHEETS 3, 9 THIRV I 2 & '47, I& IN ORDER TO OTERTY THAT ANCHORS ON THM PDD, A$ TASDEEO WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS TOP WIROM (DABS WAS NO USEP IN, THEIR ANAL"IS FASTENERS SPA0046 TO WOOD NtSS SEEN %rTERIANED At ACCORDAME WITH NDS, 7OHL ' STIORM PANEL'S AMU,'Cf FOR AOIPACI AM WIND RL�NPTA%Ce PAS BEEN VEROYIED IN ACCOROFIRCE *rff SEC" IODMIC OF THE AMTfE MENTIONED CODE AS PER MiMICAN `M$T LAIR Or SOUT" FLORIO^ REPORPS fO8,,1,_QI-Oi AOC) J021S'02-OS4 ,A-. PER SETO 12-0 A ASTIA C 3X-02 STANDARDS, AND AMERICAN TESTING LAS -,0Ln FLORIDA REPORT #1123-0,I-10 AS PER TAS-201 AND TAS-203 FORVIODOLS. ADD AS PER MCVLATfON- PERVIaRwEv OY4 AcCuROAKE W/ SIErTcN rv),O or Tw fLORIGA &OOLDINO QEETr 2 ALL ALOOMINI wm&m IQ BE sm-15 AUX1Y AND 1EMPS8, fUNLM OTHEL"I NOTO) SEE SHEET 2 3� ALL ALUMINUM SHSri METAL USSED AT 126SUPED SHALL HAW 3LO&­LH4 ALLOY, 4. ALL Sral, SHCET METAL PANELS CIVIL M;UlE STHLA;N,JR*, QU%XY WECL ASIM A-653 GRACE 80 WAMUAL O-OC CAVIIN4411D STEEL CCSIONANION W/fY­ 42 2 " (AFTER ROLLED), 5 ALL VDIONS To BE SFAMILtSIS STM, 104 09 JIS AOIl SERRIS OR CORAOSON RESISTANT COATED C&POON STEEL AS PM ON swla W�j 50 Y"�NtLD SUNDOO.H AND Do O,R TENSILE STRENGTH AN01HALL COMPLY W/ -11,00A OUPLOTTIO tam SECTION 2AIi.i,314, - SO,* TO B* ASNA A-407 VALVANIXED �EFJEEL, OR AOSI -104 SERIES 5IA1N.C5$ S!�_I!L, WITH M xv. LOMMUL0 YIqO STRENGTH, 7 AN01ORS 10 WALL ,'TUIALL BE AS PIRWWSI� (A) 1F9_pw1.K_F2r_vLww3M - $14-0 T4POCON ANI AS MATIVEAMWISID BY LLW, WILMX, ONO (MI� PI-4142 PA,.) - I 4' 0 x 7/a &A.K-01 ANCHORS, AS MANUFAVILOOV) By MWALT INC - i�`r,# ', 3/4"SOLO-SET ANCHORS, AS VISTRIECDOD By ALL POINT SCREW, 60ILT III SPECIALTY OTT (Ai - fl,,-�*w P.Irf') I - #14-10 PANELMATE FEMALE 0 At A0,IEUVAIE PLUS ANCHORS, AS MANUrACTURUN IEV ELSO CONSTRUCTION PROOCCIS,, - ;/4-* 7AMAC NAILIN ANCHORS, k-, MANCFACFAM BY OSWALT, ONC, A I) MINIMUM EMBEDMENT OIF� TAKOM AUCAOSS INTO POURED C,OkCRM SHALL Err t 1/l,% 2' FOR SLICO PANELMATE AND l V4' FDA IAWI�� NAILIN ANC"ORS, A,Z]l CALX­IN & SOUO-W ANGEIM $HkT, BE EMBEDDED 7/t� INIO TWE POURED CONCRM� NO MMAICENT'IRTNI sr,=o %wL at PCRTNTT�RS. 1141 *-Oo SCREws usw VAL HE I yz' Lonr MINIMUM, SHOULD SIT,,= CxJCT,, AND 1� MINIMUM PW WALIS *P-H NO SPUCCO, AND SAY BE WADED ACRIEWC 09 ALL THREADED %REWS AID LIM, wr WON WING NUES A,�) IN CASE IWT PRECAV SrCNC� FORECAST CONCRETE PANELS, PAISRS, STUMO OR WOOD MARC$ BE injuw Do THE EXISTING` WALL On FLOOR. ANGWOR5 SMALL HE ILONO EMCkMit TO REACH THE MA04 STRUC`UYC SI SUW PANELS ANCHORAGE SMLL RE AS MENTIONED IN A�I) AND IN, &2). (R) V-w2mK-QQKRM-aLv-k-)t&�L-Asrt-i;.--w - 1/4- 0 TAPoON ANCHW_ A's MANUFLIOURED BY " T w BuItm, INQ. - 1/4' a It 7/4' CArK-IN #_-HOR$, AS MANUFACTURED Fn 01WALT, lNC, - V/00 X ,�Ilr SOLO -SE; ANCHOP5 ' AS DISTMITO WE ALL PONT SCS". BOLT A, SPE-M-AU'r rQ - # 14- 10 PANCUWATIL FVAAI± O AND FALIELMATE PLUS ANCHORS, AS MANIJFAL74RCO BY tLCO CGROPRUCTION, PR 0"��IXMII - 114' I, 7AW, NAILJN AN04ORS, AS MANUEACI�VREO BY CEWALI, INC 111�� ' t � 5� ") APuMCN EmetuM.'I or TAPCQN 04CHOM ELCO PONEEMATIPS AND LAW NPAL10 ANCROR. AJO THE %iW.�� &%x vum IUMILL a 1 1,14' 1z .* �6'j f ' 'r PJ64, 912) CALK-ts & WLID-W MCHOPS, SH'ILL BE 0WOOM 11/5' ITTFO THr CONCRETE CLOCK LIMIT No III STUCM SHALL 65 PERMITTED, I/4- A-20 SCBCWS USED SmAuL BE 1 f/2- LONI; Evinmlj� �A M''AST, A AND "I WINMUM Pon, WALLS WITH NO STUC= it 7:$,'. " STAII 0­3) IN CASE 11TAT PRECAST =NC, OR PRECAST CONCR,T, fOAAID,S_ STU= OR WOOD WANDS BE VOU C!ZOR EX15TING WALL ANCHORS SOINIL CA LORD , ENOWN TO BEACH N,E MAIN STRUCIURE 504NO SUCH PNn AW-40WE StUl ELI A� MENTIONED IN ILI) A -NO IN 84) ,,,M,��-,i6�� (c) 19 - /4-4, TAPOCK ANCHORS, AS MANUFACTURED BY tl,W�� ; ILOEX, INC 4n - P4- IV, PANELMATE FEMALE 10 AND FANELMAX PLUS ANCLOR--1 AS MANUFACTURED BY iLOJ CONSTRUCTION PRODUCTS, 2i - 1/4*0 LAO SCREWS PER wo.s, I - 1110- . 5/Le WOW NURSING, AS DOSTIRRUTED Or ALI POINT SCREW, SOLT III SPECIALTY CO C%j C-1) MOM VU THREADES) PEWTEWTION NIB WOOD QF TAPCO14 ANVHORS SHAV_ BE I i/2' /,W 2' FOR ELGO PA14ELMAIE PLLf-,4,. AND PANELIAME FIOIALE M 1-2) MINIMUM TURMOD PIORETRAMON OF L� SCREW, INTO THE WOOD FRAME uNP SHALL BE 1 1/2' NO THREADED I V- PENETRATION INTO SICCOO SI BE CONSTDIVIED, ASS PART Of THE FICOURED THRMEQ PONrTRATION, Ill-- C,$) NONJWU EM DISTANCE OF LAC SUNM� ONSD WOOD S!OILL RE AS ONMCATED IN TqS DFAWIMC ?.14) MINIMM FEWIFASTON Or WOW RIJ-5HITTO S-ALL BE S/Ff` V4' 4-20 SCREONS QCED $kAU. BE I I12­ LORD N­ l SHOuLD 5DJCOO IDOST, AND I' WNWL04 FOR WAUS VOTH NO W,UCCj 1;,!O) IN CASC THAI FPS-AIN STIANC, OR PRECAST, CONCRM PANELS, SEUDIou OR WOW SoAADS, SE FOUND ON THE CO.< WALL, ANCHORS SHALL BE LOM ENOW14 TO REACH 7NE "IN STR=URt BE4040 SUCH PANELS, ANCHORPOL SIA011 BE AS MENTIONED IN C, I), C2) A, t�4) jo, ANCHOW. SKAIL BE INSTALLED FOUTTYANa ALL OF ni� RECOIAMIJIT"I AND SPE7_,WAfl0N$ OF THE ANCHOR'S AWN I OR 8 PARELS MAY ALSO, ED INST-ALLED 400JZWALLY FOL-10WING, NFIALLATION DETAILS SHOWN ON SECTION I 74RO4,414 6 �SHF � 4 Q. YOROU" Sj CXCM NAT HEADERSO &0 SMALL NOT BE USED, 9� ITT SNALL� sr THE Al�POW,4STUEr OF DUE CONTRACTOR TO VERPT THE 5OUNONCSS Ir TIE: STIRLI WHERE SHUTTER IS TO VE At-A"ED To NANIE PARIPOR ANCHDRAOEL THIS SNUM-It TkALL ONLY DE ATTACNSC TO CONCREEM, OLOCK OR W= TRAWL MALDINgs, 10 WH RECULAP STORIA PANIE, AWIT4 LENINKS, OOKR 90', AS PER SM104S 1, 2, 4, 5� 6 AND 41ERNAINTS I W. CA A 4W SrRCTS k 5, 6 A 7 RESPECTWVLY� SiIALL MAW A 1JEWILF AND RMLY WVW MARKING WSTRUC-DINC OWNER OR TF14AW , SECURE PANELS WITI, APPUCAIRLE RUNFORCEMENT' DURING PERM OF HURRICANE WARNING 11 I, THE INSTALLATION CONTWTOR gr TO SEAUCAIAX ALL SHUrrIk COMPONENT EDOES WHICII KMAII IN "ONWILIOUS CONTACT WITH T ,K EFAUMG TO PRLdW WIND~ INTRUSION IZ STORM A'AREL PISTALLAP,QN S?ALL COMPLY WITH SPECS INDICATED IN THIS WAIMI P_US ANY BUILDING 94P ZONONC, qE00ATIOkS PAWDED 07f JK �JURPTDICTVCN WHERE PERMIT IS APPLIED TO, 14, (0) TOSS PPOOCCT EVALUATION DOCUMEN7 (rX-1),j PREPARED Or THIS ENGINEER O, CEHOTC AND DOM Mr PR*,CTE INOURMAIKLIN YDP A SPIE SPECIFIC PPDXICT, ,,e� WHEDE TT,f SITE CC)RDITIONS DVAAEC MOM TRE P1 0 IN CONTRACICIR TO S: RESPONSIBLE FOR THE SELECTION, PURCLiASF AW WSMLL.AnON IHCLUOIII�, Oft SAFrrO OF THIS PRODUCT EASED ON THIS PlZ, PROCIDED HE/SHE DOES NOT UII FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETI, AT SITE IS THE CDERRACTO" RCISPON50LITY (tj THIS PRODUCT rVALII611014 SOCIAAM WILL BE C0X$1DFAM MAUD IF MODIFIE1. (4) SnE STECIVICC "CLIECTS SHALL BE PREPA� BY A F,ORDA RCOOSTEREO EJOINEEN OR ARCHFTVI�T WHIC4 WILL DE -COME PTE ENONEEB OF REtURD �CXTL) YVA THE PRO.JCCT AND WHO WILL SE RESPONSIBLE FOR 144E PROPER USE ITT N't" , PX 0, ONGIONEFIR OF RECORD, ACIPIO AS A DEURVOTED ENGNILEP TO THE P�LD ENGNTER SHALL SUBMIT 70 -1-IS tATTER 14 SITE SPECIFIC UgovIRGS " W.NWIN (I,) 'PO$ P.EO. $HALL BEAR 'NC COME. AND OROOINAL SCAL AND SIGNATURE OF THE PWIMITPAL ENCIACIED OF RECORD THAT PREPARED it 14, SOCITM WANUFACTIJAMS LAM 51I K LOCATED ON A RM14Y '1151KE LOCATION AT STORM EARr' SWiTER IN ACCORDANCE WITH SECTION 17DR�9.2 OF FLORIDA BUILITIT46 =,, ONE LABEL SHALL BE piAM FOR EVERY OPENNO UIOWND 'TO COMPLY WI-14 S&I i7044A O""I FLORIDA BUILDING CODL� Ormo N.Two, M ---------------------------- I� r,0MM PANEL SHOWN 019 I -CS PRODUCT rVA"TON DOCUMENT LRLO�) H45 SEEN VEPIFIED FOR COMPLIANCE IN ACCOROMCE M,M THE 2020 ' ,1N, ECTION) Or T' Ht 11LOPIM HOLDAID, CODE THIS STORM PANEL INRAU, 90T RE INSTAUSI) Ar HIGH VIS OWT HURRICANE ZONES tMEARi-VADE Y CROWDED COUNOCS), DESKAL WING LBACE SHIALL BE DETERMINED AS PER SECTION 100 Or 'rHE ARI MENTIONED CW_ FOR A BANC WIND SPECO AS tISQUIRED SIT INE4OUSCK;TO!A4 WHERE 5fORM PANOU All HE INSIXCED, AM FOR A 0TRECTATNOUSfY FACTOR 0-9,8IIO, LSMAO A5CE 1-le AND SOTALL HID EXtCED IWC MAXIMUM LkSO.) DESCH PIRMORE PATILrOS INDICATED ON SNEE7$ 3.9 'am 12 * 17, I& IN ORDER tO VERM r-H AWNS COMM, 09 ULIIMAT-_ DESUR YARD LOADS 0CFERMANED PER Awz 7- UIT SHALL BE FIRST REMM TO A,SX PISTON PRESSURE RATING By M LOPLYINC THN BY CA IN ORDER TO CCAoSMeC 114ESE W�t MAA, C&SO3 DUSISM PRESSURE 901"� INDICATED ON SHEETS 3, 9 THIRV I 2 & '47, I& IN ORDER TO OTERTY THAT ANCHORS ON THM PDD, A$ TASDEEO WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS TOP WIROM (DABS WAS NO USEP IN, THEIR ANAL"IS FASTENERS SPA0046 TO WOOD NtSS SEEN %rTERIANED At ACCORDAME WITH NDS, 7OHL ' STIORM PANEL'S AMU,'Cf FOR AOIPACI AM WIND RL�NPTA%Ce PAS BEEN VEROYIED IN ACCOROFIRCE *rff SEC" IODMIC OF THE AMTfE MENTIONED CODE AS PER MiMICAN `M$T LAIR Or SOUT" FLORIO^ REPORPS fO8,,1,_QI-Oi AOC) J021S'02-OS4 ,A-. PER SETO 12-0 A ASTIA C 3X-02 STANDARDS, AND AMERICAN TESTING LAS -,0Ln FLORIDA REPORT #1123-0,I-10 AS PER TAS-201 AND TAS-203 FORVIODOLS. ADD AS PER MCVLATfON- PERVIaRwEv OY4 AcCuROAKE W/ SIErTcN rv),O or Tw fLORIGA &OOLDINO QEETr 2 ALL ALOOMINI wm&m IQ BE sm-15 AUX1Y AND 1EMPS8, fUNLM OTHEL"I NOTO) SEE SHEET 2 3� ALL ALUMINUM SHSri METAL USSED AT 126SUPED SHALL HAW 3LO&­LH4 ALLOY, 4. ALL Sral, SHCET METAL PANELS CIVIL M;UlE STHLA;N,JR*, QU%XY WECL ASIM A-653 GRACE 80 WAMUAL O-OC CAVIIN4411D STEEL CCSIONANION W/fY­ 42 2 " (AFTER ROLLED), 5 ALL VDIONS To BE SFAMILtSIS STM, 104 09 JIS AOIl SERRIS OR CORAOSON RESISTANT COATED C&POON STEEL AS PM ON swla W�j 50 Y"�NtLD SUNDOO.H AND Do O,R TENSILE STRENGTH AN01HALL COMPLY W/ -11,00A OUPLOTTIO tam SECTION 2AIi.i,314, - SO,* TO B* ASNA A-407 VALVANIXED �EFJEEL, OR AOSI -104 SERIES 5IA1N.C5$ S!�_I!L, WITH M xv. LOMMUL0 YIqO STRENGTH, 7 AN01ORS 10 WALL ,'TUIALL BE AS PIRWWSI� (A) 1F9_pw1.K_F2r_vLww3M - $14-0 T4POCON ANI AS MATIVEAMWISID BY LLW, WILMX, ONO (MI� PI-4142 PA,.) - I 4' 0 x 7/a &A.K-01 ANCHORS, AS MANUFAVILOOV) By MWALT INC - i�`r,# ', 3/4"SOLO-SET ANCHORS, AS VISTRIECDOD By ALL POINT SCREW, 60ILT III SPECIALTY OTT (Ai - fl,,-�*w P.Irf') I - #14-10 PANELMATE FEMALE 0 At A0,IEUVAIE PLUS ANCHORS, AS MANUrACTURUN IEV ELSO CONSTRUCTION PROOCCIS,, - ;/4-* 7AMAC NAILIN ANCHORS, k-, MANCFACFAM BY OSWALT, ONC, A I) MINIMUM EMBEDMENT OIF� TAKOM AUCAOSS INTO POURED C,OkCRM SHALL Err t 1/l,% 2' FOR SLICO PANELMATE AND l V4' FDA IAWI�� NAILIN ANC"ORS, A,Z]l CALX­IN & SOUO-W ANGEIM $HkT, BE EMBEDDED 7/t� INIO TWE POURED CONCRM� NO MMAICENT'IRTNI sr,=o %wL at PCRTNTT�RS. 1141 *-Oo SCREws usw VAL HE I yz' Lonr MINIMUM, SHOULD SIT,,= CxJCT,, AND 1� MINIMUM PW WALIS *P-H NO SPUCCO, AND SAY BE WADED ACRIEWC 09 ALL THREADED %REWS AID LIM, wr WON WING NUES A,�) IN CASE IWT PRECAV SrCNC� FORECAST CONCRETE PANELS, PAISRS, STUMO OR WOOD MARC$ BE injuw Do THE EXISTING` WALL On FLOOR. ANGWOR5 SMALL HE ILONO EMCkMit TO REACH THE MA04 STRUC`UYC SI SUW PANELS ANCHORAGE SMLL RE AS MENTIONED IN A�I) AND IN, &2). (R) V-w2mK-QQKRM-aLv-k-)t&�L-Asrt-i;.--w - 1/4- 0 TAPoON ANCHW_ A's MANUFLIOURED BY " T w BuItm, INQ. - 1/4' a It 7/4' CArK-IN #_-HOR$, AS MANUFACTURED Fn 01WALT, lNC, - V/00 X ,�Ilr SOLO -SE; ANCHOP5 ' AS DISTMITO WE ALL PONT SCS". BOLT A, SPE-M-AU'r rQ - # 14- 10 PANCUWATIL FVAAI± O AND FALIELMATE PLUS ANCHORS, AS MANIJFAL74RCO BY tLCO CGROPRUCTION, PR 0"��IXMII - 114' I, 7AW, NAILJN AN04ORS, AS MANUEACI�VREO BY CEWALI, INC 111�� ' t � 5� ") APuMCN EmetuM.'I or TAPCQN 04CHOM ELCO PONEEMATIPS AND LAW NPAL10 ANCROR. AJO THE %iW.�� &%x vum IUMILL a 1 1,14' 1z .* �6'j f ' 'r PJ64, 912) CALK-ts & WLID-W MCHOPS, SH'ILL BE 0WOOM 11/5' ITTFO THr CONCRETE CLOCK LIMIT No III STUCM SHALL 65 PERMITTED, I/4- A-20 SCBCWS USED SmAuL BE 1 f/2- LONI; Evinmlj� �A M''AST, A AND "I WINMUM Pon, WALLS WITH NO STUC= it 7:$,'. " STAII 0­3) IN CASE 11TAT PRECAST =NC, OR PRECAST CONCR,T, fOAAID,S_ STU= OR WOOD WANDS BE VOU C!ZOR EX15TING WALL ANCHORS SOINIL CA LORD , ENOWN TO BEACH N,E MAIN STRUCIURE 504NO SUCH PNn AW-40WE StUl ELI A� MENTIONED IN ILI) A -NO IN 84) ,,,M,��-,i6�� (c) 19 - /4-4, TAPOCK ANCHORS, AS MANUFACTURED BY tl,W�� ; ILOEX, INC 4n - P4- IV, PANELMATE FEMALE 10 AND FANELMAX PLUS ANCLOR--1 AS MANUFACTURED BY iLOJ CONSTRUCTION PRODUCTS, 2i - 1/4*0 LAO SCREWS PER wo.s, I - 1110- . 5/Le WOW NURSING, AS DOSTIRRUTED Or ALI POINT SCREW, SOLT III SPECIALTY CO C%j C-1) MOM VU THREADES) PEWTEWTION NIB WOOD QF TAPCO14 ANVHORS SHAV_ BE I i/2' /,W 2' FOR ELGO PA14ELMAIE PLLf-,4,. AND PANELIAME FIOIALE M 1-2) MINIMUM TURMOD PIORETRAMON OF L� SCREW, INTO THE WOOD FRAME uNP SHALL BE 1 1/2' NO THREADED I V- PENETRATION INTO SICCOO SI BE CONSTDIVIED, ASS PART Of THE FICOURED THRMEQ PONrTRATION, Ill-- C,$) NONJWU EM DISTANCE OF LAC SUNM� ONSD WOOD S!OILL RE AS ONMCATED IN TqS DFAWIMC ?.14) MINIMM FEWIFASTON Or WOW RIJ-5HITTO S-ALL BE S/Ff` V4' 4-20 SCREONS QCED $kAU. BE I I12­ LORD N­ l SHOuLD 5DJCOO IDOST, AND I' WNWL04 FOR WAUS VOTH NO W,UCCj 1;,!O) IN CASC THAI FPS-AIN STIANC, OR PRECAST, CONCRM PANELS, SEUDIou OR WOW SoAADS, SE FOUND ON THE CO.< WALL, ANCHORS SHALL BE LOM ENOW14 TO REACH 7NE "IN STR=URt BE4040 SUCH PANELS, ANCHORPOL SIA011 BE AS MENTIONED IN C, I), C2) A, t�4) jo, ANCHOW. SKAIL BE INSTALLED FOUTTYANa ALL OF ni� RECOIAMIJIT"I AND SPE7_,WAfl0N$ OF THE ANCHOR'S AWN I OR 8 PARELS MAY ALSO, ED INST-ALLED 400JZWALLY FOL-10WING, NFIALLATION DETAILS SHOWN ON SECTION I 74RO4,414 6 �SHF � 4 Q. YOROU" Sj CXCM NAT HEADERSO &0 SMALL NOT BE USED, 9� ITT SNALL� sr THE Al�POW,4STUEr OF DUE CONTRACTOR TO VERPT THE 5OUNONCSS Ir TIE: STIRLI WHERE SHUTTER IS TO VE At-A"ED To NANIE PARIPOR ANCHDRAOEL THIS SNUM-It TkALL ONLY DE ATTACNSC TO CONCREEM, OLOCK OR W= TRAWL MALDINgs, 10 WH RECULAP STORIA PANIE, AWIT4 LENINKS, OOKR 90', AS PER SM104S 1, 2, 4, 5� 6 AND 41ERNAINTS I W. CA A 4W SrRCTS k 5, 6 A 7 RESPECTWVLY� SiIALL MAW A 1JEWILF AND RMLY WVW MARKING WSTRUC-DINC OWNER OR TF14AW , SECURE PANELS WITI, APPUCAIRLE RUNFORCEMENT' DURING PERM OF HURRICANE WARNING 11 I, THE INSTALLATION CONTWTOR gr TO SEAUCAIAX ALL SHUrrIk COMPONENT EDOES WHICII KMAII IN "ONWILIOUS CONTACT WITH T ,K EFAUMG TO PRLdW WIND~ INTRUSION IZ STORM A'AREL PISTALLAP,QN S?ALL COMPLY WITH SPECS INDICATED IN THIS WAIMI P_US ANY BUILDING 94P ZONONC, qE00ATIOkS PAWDED 07f JK �JURPTDICTVCN WHERE PERMIT IS APPLIED TO, 14, (0) TOSS PPOOCCT EVALUATION DOCUMEN7 (rX-1),j PREPARED Or THIS ENGINEER O, CEHOTC AND DOM Mr PR*,CTE INOURMAIKLIN YDP A SPIE SPECIFIC PPDXICT, ,,e� WHEDE TT,f SITE CC)RDITIONS DVAAEC MOM TRE P1 0 IN CONTRACICIR TO S: RESPONSIBLE FOR THE SELECTION, PURCLiASF AW WSMLL.AnON IHCLUOIII�, Oft SAFrrO OF THIS PRODUCT EASED ON THIS PlZ, PROCIDED HE/SHE DOES NOT UII FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETI, AT SITE IS THE CDERRACTO" RCISPON50LITY (tj THIS PRODUCT rVALII611014 SOCIAAM WILL BE C0X$1DFAM MAUD IF MODIFIE1. (4) SnE STECIVICC "CLIECTS SHALL BE PREPA� BY A F,ORDA RCOOSTEREO EJOINEEN OR ARCHFTVI�T WHIC4 WILL DE -COME PTE ENONEEB OF REtURD �CXTL) YVA THE PRO.JCCT AND WHO WILL SE RESPONSIBLE FOR 144E PROPER USE ITT N't" , PX 0, ONGIONEFIR OF RECORD, ACIPIO AS A DEURVOTED ENGNILEP TO THE P�LD ENGNTER SHALL SUBMIT 70 -1-IS tATTER 14 SITE SPECIFIC UgovIRGS " W.NWIN (I,) 'PO$ P.EO. $HALL BEAR 'NC COME. AND OROOINAL SCAL AND SIGNATURE OF THE PWIMITPAL ENCIACIED OF RECORD THAT PREPARED it 14, SOCITM WANUFACTIJAMS LAM 51I K LOCATED ON A RM14Y '1151KE LOCATION AT STORM EARr' SWiTER IN ACCORDANCE WITH SECTION 17DR�9.2 OF FLORIDA BUILITIT46 =,, ONE LABEL SHALL BE piAM FOR EVERY OPENNO UIOWND 'TO COMPLY WI-14 S&I i7044A O""I FLORIDA BUILDING CODL� Ormo N.Two, M ---------------------------- 24 GAGE CA LVANIZED STEEL STOW PANEL "I ww", - LIE C 0 an, \ —_ GLOBAL PROTEcTft PRODucTs. ". law - �, T.FM - "'I' ./Mw __ Mg=-%.-%,-= .!:-l=.r O,OO-,w - ,,, - - DI"O4 43.11 .0OF,- NIAI�75I& m wwn-"T 20-175 TIF."M ft, __ F_ INST&LAT�l �TA�� �P� I i ATQ_YAUREQS����� �U� I POURED 1. _W er CONCRETE Cg�� i_97.-NIRM BLOCK � BLOCK I I , �x ggoumrl) AMWIRr' �� I , V4 COEICREMM Atwo.tIONS 11 CONDIM ARCHoR5 ­ I 1-1­1 .1111, � (SEE SCHEDULE: 00 , (SEE SC -, , "- Q _', � �, - "STING, PwKO SHEETS 9 THROUCH 101 A.9_;Z,-1_9 7 . *0 - ­62 -1 ... I I CONCRETE OR , ,_) _, 1-3 ltlrw�za.,� F - _� _-2. LIZZ � CONCRETE BLOQe- __ � REQUIRED �_) s HIAP eo0a � ,, - 1/4' � M ,tot, � - I I ww 0 I/.- .� � 47,gg I 1/4' 4, . i � ­_­­ -1-1-1­1 i _&��Swl ­­ ­­­ I,------ �', CONCIRM ANCIRM A, " � 3g � ___ - ----------- - i -1 � � I � ! (SEE SCHEDULE. ON _40 , � , � RHO I Ep� � $HEM I , , -I' I I - _ I z�" I I � ,_ 1 i � , ", � , i � I :,�,�.. � _Z, I a j f, v_%,?, 0 I , ! t � 4 1 � I -_ I I PINE �,�, I 0 ��, i DRIER" I I , 11 I I r � "o, I U 11 I., NIT ! : -1 0 !!! '31, : I — M i —,-, I I i a "W" I I f � I : 1 i � p # � I gleo-ImIll. 4,�` ..1_1_11­11�_"Mg ----,-Tl 11--1111 I, ­1 " � � &­ _� - I E,p� t I i =1 ti , I"I'll, � --------- ­y--­­­_1­1 "­ ­___1 ---- "I ___ ` j - *10 , - - __ I ER;�NRioo I --I==,,,, � ,;NM � � , N 1A, To . � - I � " 1. -_ TO OLA-IM -- 1, � _,__ � _7 11 TO 6LASS-- I , I I A =e _r 'L' M.�� 0 (SEE SCHEDULE I ti 4SM SIOUNICLE EXIST" � 4 5 I _­ 1­1 - � I , � I �._ M4 ­ I I CLASS I ON SHEET 18) � exua- UNOTP ON SHEET 3) ! I ; 11 -SERMR-A-T-400 - � � (SEE SCHEDULE I JQET_� V No.. I It" me. � 41 n � I[ TO OLMES. I PANEL �ENCTR ON SHEET 3) 4 � FAKC. LENGTH --I ME SCHeDtax � I I CONCRETE ANGHM , IL - , (SEE ScrigULE - __ - - - - - ''I i - - - ---- ­­ - - 1 - I I lz�_,____ - _vA_ � 14r, =,�,Cn____ .... 'A ,SEE SCHIEDULC f ON SKET 2�) ON SHEET V) �_r --- - I � ON SHEET 3) L _ "-.I I =��== I � S"Em A THROW" LO4 i __,�D i I I --- - - T ­1 I 0 t; I I 66% 1 ["(D � I � i . , i Or ^L E`CSTI14 I I I =9,I L � � MAKI ,I, I I I I I SO I I I'll 11 � rlll il -, -, OF �L_ ,I 1, I ,. 1, _Ci) ,� , A, I " " 11'Qf. � , 4, 1 -, I , I �� I CIO, l�lj f`11 4 , ! I I I i , 4 'It ,�, MAX, � � -, �'V,r'TTA,Iw,�%A' " I � I I ,�. �,, � 1, , `�' � I'll '� I - I '-- I I I � �, I , � "... � 4" 1 ! � '111,­__ - I, E-C. t _� I i L Z"C' �', �` I 1� , , �1.1151 1 ... � , � ... I I � I � -t I I I 1, ", , � � I 1,�", � � � , � I 1_ 1 % -,'� 1�r,S- __ __ - __-, -, ­ -11 - - - 11 � 11 � , ,,,,,,,,, -,, , , I . �11 21 � fs) � - 1 :5:x ,_ ,�!�� ,;, I I , � " I I I I ,�20�'v I _� I � 4 ox� � t-- � �� � p p ,y§g:, � : ,g� %11'54C1%Fw0__ �Ip I f i , I I *-� to wS." .&M, . I I � CONCRETE ANGHOFtsk,_ ; " BLOCK I W-Av CONCRETE � .� I ", ?Og" � , I I ­.., . _ , j , I � pAge, TOO, SCWWOF PEOLARED, � (SEE SCHEDULE _ ------ ___3 L__ , , --' " wO, w/ Net - ------- ------- ___ - I �C­, I I_q,, ,,K_ � � ,40, "/*! z2ft" , , 'I , 1)?r A�O` ,�! , SHEETS 9 THRowt, 10) ��, " , , �-, a, , � � � . M__ 1� ONLY WHEN SOLID I �Y,, -1--ALTOISATE I M11 CNA-IN ANCHORS I 11 LEG tDCAITON I .... I , ;, C I � I ,iOi ­ EKISTING POURED CONCRETE P10 , nit USED A W WHEN OR COAHRE7 M= E ALIML47 CONCRiCt � ! _IZMTWC POURED CONCHS - ARE USED- AN62 I PANEINAIRS IS REOURED, , -11 10" 0 � ANCHONS OR CONCRETE BLOCK FIVOINFRED, - -11 SOWEDULIC ON (SEE FEII-/I�_ SHECES 9 TLPOWH 10) SHEETS 9 THROU4,0 1w, i ­t 11-t I'll, A, ­.� � �- �� _____.­ - - )dQL!hq I W%,I; SCALE Ve-1, . I I . I I'LOONINI ' ,,,,,"Y� �:,!k,t ­ - - tP OfC.` EN FLORIDA BUILDING CODE (Non High VvIocify Hurricane Zone) ., -w-, �� -� �. AOITIM wum M. M f jf� 'O, 44167 *-, S 24 GAGE GALVANIZED STEEL STORM PANEL OB,h" W., NQM_6ULPDM9NQQft_QE_3LQ=, :: * ., * � * I --- M - JEW DISTANCE S -0* STATE 0 I- __­-C�-__ ON PRODUCTS, LLC. "on"' ' �� :-_:-_ I L IE C 0 sm. \ GLOBAL PftOTECTI UAW , - --- not Ow� 1, SlAw _ - tw SCIHEDULE 014 TOP & BOTTOM MOUNTINGS CAN SIE 104,_- At - ww R =&n=1 ow'r FL =1. SHEETS g It 10) COMBINED IN ANY WAY TO SUIT ANY a 0"WON INSTALLATION. I 0 "� �, - �1110_11_4=:.1_1� All- POOM poNw_S,A. PI& Oe,Has-sw - , —_ , _.Tw--,------= 0 I _____r _­__ ______� —, - INN; � - i 1 -4-I Q) a) C_ C/) —00 (1) E I ,0 > = (L) 0 E =3 " " ­0 (1) CL C: 0 (1) CL 0 L_ = M -0 CL - .— (1) a) 0) Z .., C/) -t., - I-- =3 CU -cu C/) , 0) 70 0 -w = `0 _0 CD"= r__ p -2 -= 'a) ;N. LLJ 0 I-.= = CL a: r- 4= s__ 0 U_ — C, " — = .— .= = C14 LU 0 -1--a "_ M = LA_ >< CA- ku 0 > I= - .(" -0 E a) 0 1.9-. (D " L_ z `-I re En -+- C� -a Co .— U) = QJ 12 CIO C5_ r_C M -I--, = = = C, .= = F- -0 . — U) < " := -cc Bi� M 1 31: " . e M _= :.. U Q3 4, = = = 2 :0, ,,, FL x= = r= 1 2 CO M_ U - a le 4 z w mi .- I I — — — — -_ INSTALLATION DETAILS FOR REQULAR -1 i --- kTION DETAILS FOR IIGUa�_�_5�1 -I I I FAK�LCI � I INTO WOOD $jffU_QT d , I I INTO POURED CONCRETE 09 9',ONCRETE BLOCK STRUCIUM 11'r J-1-1-.- ­11 � I -1- I '�-,."'..'-�r.--.11--l�---l.-�",,�,-�--,-,� __ ----- - _______­_­_j I ,CI--� �j- -"7,v"�­�,�---,­�­-- mu", -, I � :1 �1� I SEPARATION __( � ­ -_,;�­v � ,�T----� I I �� � ; I ,.�, _,_� �, I TO I 1-11) , - � , , I I �,- 11, , , " �, M 11 - t,A1,15 �--,-�,- ;�, , ,� ALTERNATIL tONCRETE I - "' _� ANCHORS L " f- ,_­ IS 6UE ,. - -i f I I �� iOi ',� �� ��, I (SM S I" I / � /,� i ,_ 4� ALTERIVITE LEG � " � , (SEE 5rmoui.t ON � i , , I I M � _,(�,),.p - ,I I '! '. ­-, ,1 SH!w� 31 1 '­IOCATION - I '-��j - , , 1, W , �Ii_ ", ". �, � I � g � I, ,, , CONCRETE ANCAILOR-D " iA I � '-, � , , , I - __ N - ,� , ---t%! ­-7-, -- ­=10 XIM VXI!MNr POURED CONCRETE _ , " , li �, SHEET I AT. F, : � � ,ig;&��, ON 4*xe pe&;) Re � e I HIEDUL11 -, EXISTING POURED CMCRM__ SHrm 2 THRwGH 10) OR CONCRETE BUOCX - ; , "I, , I , , _ � F`­­­- ­_­q_,_­_ ­_ - ,� -- WSIEND WOOD -" /,�/ / , 1, 1_1� 1) . v .o I 11 Ts;T,�,xf,p__ _,�_ " "' � 71 �, , - (SETS ED ON", L - I ,;i, , j_ I i�� I I t___ ,,----.., _71 --- __J_5 11 SEW A, I " -, z Cn _+__j SHEETS I REQUSOED� - - ,, � � -.1 , =111�-.) � ADEQUACY Oi li� , 9 T'�RDUGT5 10), . OR CONCRETE BLOCK I � - I'!, I ." '� � � I - - 1, , , I 1- � I — I ui " TO a CERTIFIED BY � � , , f4,,-,- ,�,; " -1 � REQUIRED, I / n ,,, - �� ,I 1, " ILI NPA, SEAM .11,�"' �� 1 I ­ -----'-- REOI AD -1, ;? . ,_ 1, I I PANEL L.NM ­_ _111�" - , I ­ ,_ "I, EMSTING K �____f_M I �jt , I _: -1-1" ­ i (SEE SCHEW ARCHITECT PRIOR TO SHVEIRIP "" Ir ,�,_ �, " , I E I CONCRETE I I I,-,,, , 1 , '. - "I � - � � =SC , I , � � � I ,`�� I L I I I I ­ I FOR ASPILLATION, , �i 41 11"7 1 � � . I - U) I 4� - , � � , v! , , I , ,, � I ­_ ,-,-"-" 1­111-� _T 91- LED H , , I 1 ,s �' , � " CD ;),�"'% 4=YE- VO W;E .,f'. ,---L CONCRETE ANCHO- '111 C�EHEHEADER� 111<2D WOOD ANCHORS — I ri 0 .. . .... ,, ,-,,g� I (SEE SCHEDULE Ou-, 02 _) � i ,r- ill ,� ON-, � .a_�__- �_ # 11 I , � j q � ;0�1'40O *ASMX FOUG � , 1 1/4* 1 1 �I� I'' I t�--­­--- -* N SET �' - : !� _)LAD00 ANCHORS ALIERNA1. WODIC AMC*�,, 2' �1- 1� I—, 11 M`,� YrI, , SHEET I 1) *� I (ser SCREbED5 ON a) ,��.,111�1&4 1 ,,, 'eIt"111 . Owng "i, ­ "r, I MAX , I LT. = � � � 1 � SPAaR 0 , (SEE WHOU ON I,- , I -cc 11 ­1­� " w � Sft 11 - � , I " 1 4--- , _ -,,, J . y — I* , I ! �r �L�n,j I or v I SHEET 11) � I ==1. I - " WOO HLTT gg" " _ - *""; � v 0=0 .AS" HIA1, i ,� 4 '� I , � 'I/4L` i, -44---�--DO­ ,,, � w So" OR 11 TT i114^ 1 01 i � I I SHEET 11) 1� 1—vt �- E71 1/2. , � ­-- 7 0 1. vy at - , I ,,, 0 __ I I , ", , I i ;"O�, 4 0069 � , pv y -, i v 0� , , �, __ � __0 a) -= I I I I I j �,O�Z � i --- � ,/."4 . : 1�t va we wx . MOO, , " , :j , I! �, J �,, ., I i ED f- __ - - = MAX� L , ­,,� __ __­1 M, . � CONCRETE AWRORS 1;­ I __�_� . , ___, , � I 1�11` 11 1-1111-1­1 - 3 "I �� � ,� I "I I ' -� !�, , - 1;, I � I ' �' T e f I � y � MO. �WDW4DEAOFR ' ' -_ � - � I _i IJ4' LOU , _-, -_ —14 - __­_ -,--- - - --- - - - - -_ � CID � r � I - - -�- - = I � ___.___1T­_­_­_­­­­ ­ 1 - , -OO, �p =4= It-� U) - A I I f � i WIP ,J.i I �,��,�, 1, , ,; H I I _� __ 1 1/4O-1w, 1 - . EX 91. , - re : I I � I I �,_ I I - , - TO ; 5 k, I - -I (SEE SCHEDULE ON 'Ir . a f4 ;; I . " REENARCO 1; e I - "' , 11� T­-­1­-­_) "� - 1-1-11-11- I WOOD HEADER " 4 ; , : I � , , /2- � I , I I � , SAECTS, 9 THROUGH 10); j - -"--,- ­_ -,-,- _­ ______ I I , , �, , , mk I " I— ��', 1, I � I I i i -.1 � � to - �;:= " " I �� I � i " w1w Morn # os--I ,� EXI , , I r, I v MPA. ; — C11 4�__,,,__ � i I COY -, I , � �:�-,P- -, � - _1w11_.__L__.__,J WOOD ANCHORS , �t � e'j; " I� � I - � � , PANEL LD47114 1 -----I[ 1 1 ; jpl-�"� I � ; , , O'i ! 01 ; IqAk,JM SPACERS a L2 f/2 4-. , � 1 =61 � , � I I ; �� I L --- , , I I �J — i "', _11�� � I i - O,Cn�ir I i : I I i � , , , TMOP, �,?,!� I I i (SEE SCHEDULE I -1. 11 U___1 I L � - Lai UL-I ; " LILIMIJ, , #1 ON SHM7E I IJ iw__q_TTT__ co ,I- I t �,,-1 ,� 1 7 , � � � p�! , I I I I --------- I ON SHOET 3 , � I I � . � i � - BELOW FOR LIMITATIONS FOR 7 1 1 � J i I W-� 4 ka' � � 1, I , SEE NOTE ".. I � � � I I 1 4 1 ;, '411�;21 ' I : , "","� I` 1 ,4 ! I I SVIARATTEN i I \,!,,� 11 .1'. AMY, . ,,� � 11 -, ,-, I � W, � I 1/2. LEAR; SwSEWS� *1 I I -- ') I I . ��D I � I 0 I _ '11'.,o - i) i SEPARATION il- - 10 "', .1 "E."T, v go, I i I I . 11 11 I � ; � - --l'i , � TO CLASS. - I PANEL LENC-14 LENGTH , � � -- 70 CLASS -I' � � , %.". I y , t � I - _ - __ If - M'. . ____7 -SEPME10" TO GLISS, SEE, SCHCDUU: � 0 A In a - SCHEDULE t I 1 PANIEL I/"­0`0' I � i I � 0 1 L ­­­­­­-­ -�A' 1 � ; I � ( ; PANEL , A � [!I � � T) i i 4 =3 :�:. i� � , ON SHM 3) 1 1 i 014 , ­1 � � � ,� F� MATE FEMALE 0 OR PANEL WE ON werr 3) � - � W.� SEPARATION TO GLASS� I � . (SEE ScHEDULL ON . I ON Spw 'I) SPACER I I 'j" - - ___ - ­ - ____ "-Err 3) � __ I I , j , '�Jf j� - -- PLUS Iiii SOMDOZiii: ON som I 1) I VAU10 � - f, LET 3) - I ,I:, Mo, W 1 -4 � , " , 0 1 11 ­ � - - ____ , __z ___1 r _-Fx SCHEDULE ON sH I I - - _., - , � "I v I � *@ � I = 4.,�� ON SfIF 1) t I , C 1,&,� � I 111v_'1Y_ ­ I L_ .' SHE I . , = V M .- , ­� � =eL I I I I 1, � I A / - � I I I PANEL LEACTIA 4 . WW "a� 1 i (SEE SCHEDULE I f., SCHEDULE I ,l I 1 ==Iri � I '/' I " ,-;a: I I -- I (SEE I I � , I I AV. I I __ I i . �0 '"' "'EC'S 1 1 11�,�_, C� L04GTH - __-9-3 - I - "I I - I M -, 1, -- �-- ,fr �, � � I - 11 x I � 4 � � 11,)� . I , ILI Mw Al =1 - -'_ , I _ =_ z 'OV­ --- -,V" � I � I Mi., I - , W=141 "MY.L. 0 111- I �j I I ­�­­­­­__ �_N­ - , or_., (SEE SCHEDULE I SHw :q (SEE SCHEDULE - - t_., I I - Ike t �"_'�_ I—` __________ PhNEL LENCT'N ON SOIW� 3!I 4 �SEE .:� 1, __ __,A, - __ �11_ �- R, - ___ �L­­ i SCHMUL - ,^ ,� PANEL LENGTH ". I _ _ 4 v � '. I � - W­ � ; PANEL U I , , I 1_­____­ 1­1I I I I I COSTIqq I I I SEpABqR,N � � 11 , ­74 LED ' I � (*Et,sCNQQuLE 0 SEPA��TIO 11 I ... ... ON 'SHEET 3) GLASS _t I I'll _1 - -I--- --- 1 CLASS t-iisSE ScNEOUL)C-_ � � NQ4 1 I . - I ON I _ ___1 I I 'y I Y, A ­,'I'_:J_______._ . , , ==, : EXLWK 1 TO CLAM, ,I I -_ , I I - �-+ � .... ]­­­­ -- 0- I" i 1- A _. I �_ I I I 1 2.,W WOOD _11 � I EOSTIEta , ­f­­ ­ --­ ­ - i PLATE REWIRED I ­ I ON $-I= 3) 1"12 1 --- I I ­1­17-1--t � I � I 1sa SC --,-- �-,�­ (f -, I � � f i 0 I _01 i 4,41211H , I I � I I ON ENEET ., I I-- . I -I 0- �, I , I � " N I I O_ - , --,F--,, TO OLASS, I_- - , - � - _ �. �,,v �_ � �.,__ ,__ �,`�.­- -- .--,.--j 01) I 1__=_q­__ T_,�,) , I I , , �_,, It r DIRM I_w4vwK*_ j ON SHEET 41 50% _­ , I 5 t I , 1-11 ­,, : I � * � ; I t_-_­­-_­­- -__-_---,_,_AY-,. �­ I w I �, - � , I ­1 I or le - !; OF %! . ____ ­11- L � � i I AIJERNARYLM f 5ft ; � 4 73,7,-�, 1 11,�­, ---,-r I It I � -.-� ILI 2", , ;, , , � I � -- if -� SCALE 3/4.1. wx i I I , I OF � 4 I MAX, � WC11 , I � I IT) �,,, 4 ') I I.. � � I I I ,; f L I _� -1) � I I �______ :�___O?­ I � I 1, , - I I ' ": � - AS, < IT C4) , A ,__ - - @ I 1711`��11'01, I � ��,, ,� ! I SEE TABLE& ON SEW I 1, FOR MO, PANEL, LEW,MS A, ,/ I : S(M I "I -2,I/2- Ox� I , I or IV �, � I , . i , ,�, ­­-­ SM � � ; 4 � I t.p. ` � , . f I-" - � I a I 1 04;­ 1 11 - -1-4 UAI � � I p D.C, �rll � 1­1- 1111­1- 1 - __-, I cp ��`*�` - -'== - : I Of % p I 1 ! FOR T" INSTALLATION, �, I I I or v � ED 11 q I I ! L) t - .. - I '/ MAX � � I � __ - I—- ­ 1. -11 - I I 111-1- I- 11 I f , k� i ,��,­� I I 4 � I I,.,,/, - 1 MA-- I I � E� I I I �, i I �, � � � �?X'?"R'l I --g, I I a ;2 -,/2' O�C� I I 1i - OD t t ... � ,-I I � I � � � M, t — I I ------ � �1____ I I I Ll I � =3 - � "I ,; - , , I I I/2* 0 __'_ I � I +__ - � � -- ____ 1-1 I , I 'Q6 - I I I , I it i I , :,�,- sd_� - I I a 12 312 , V- , (SEE SCHEDULE OW ' _�,,_, ­1N Emm' SCHEDULE ON x". "I I I, 11 ­ I I I C -0 - , L Oz, : ; I_ . 11111� � IL-4—:7 -- 11 � ; I I.r. M L I % - �1_ " � ',)__L__k_ ,,,-,- _____ -I � , di � � � "*;� X,; I I i--- _11-, _1______,_t_, __ _� � , 11 ____­11_A_­111 ­t "" --'I- - — R` F"IN '�'�' 11 , Ell e 0 0 ye ac I �� � CONCRETE ANCHM I I c 1, , T, - A.. I - : * I - IT EDGE Or 40ALL OR St" SHEETS 9 1-KRWGH 10) SHEETS Q "'OUDO'. 161 - ­r�,, , :1 2 IA- LONO Mo. AwInNum F_ �� IN 1, - z - "k ,`�`�," CONCIRM ANGHCeD, "" 5M Ave, . ,A I I —1----­-------I ' _ _ ��_,_1111 11 .-J, - I - -I E� I , � � �� ,�� 1" - " � I , LAWINO POURED "��'� I " - ___�__lwmig" - ­., WOW ANCHM - i I -, 1 ,� i � Ili CONCRETE 7, . - i �` I ** NM I � � � � I 1 �3 �, � I ,,�, , � � � i ­f" �,, - ­ ­­ ­__­_,­ -,- I I � I STABIGERSO W/ =0 �_____ , __.O 1___1 I � I 'l 1; 1��;,I�� , - 04� VALID FOR -��' L . � 11 � . I I , � " j � , � I 0 REQUIRED 1, CONDITION) � - E? , � ,,,, 11- ­ - , I SwzROA wy BE I TORE JIM OF: ! , , � I i� - A � �09 SPACERS 0 6 1/* I ,�, � � �_ '-. " ", 1�� I � �M,11?; E)qsftg POURED CONCRETE 44 : A" OESOON WOODS AND PANEL _­ - _J___:�4 � � . � MISS SCHEDULE ON " � I 4 ­11�� I : , � i �, I---- - � __ __1__11. 11­ --I;----,-L---- ,Z_Xf. WOOD :2`A4- WOM PLATE '- j ! ' ' " , SHEET 11) � _­= 'OECK RE014RED �, i I �', COSTINO POURED CONCRETE I I I I ­-__ "'j 1­­1 ­1 t?,,, - I OR CONCRETE BLOCK I—- � LENGTHS PEA W-V 3 . 1, 05 w" Ir-o' -_ " __ 1 REWIRED , � � i't � 1 � " ' Vx4' WOOD I � p� , , � � ": " l � , � "I i vM mox Raw Neow Mo fs A Awmam FRUM ANY 1 �­­_,_,::71_,____1 _� 1 � I I I ==111i 11s On, I CONCRETE ANCHOFDL � , mumm OR CONORM SLOC9 -_ _.�, � IL , , � � !i� , ­04 !*s=- L , � I (1) "SOLOMON 6 LIMITED To A ow Mw witee � I I I � � � _", 1, , . "7 � � I I ISEE SCHEDULE 04 _ If", 11 91001INTO , PLATE REQUIRED �� I iv aw"WOL, INUCIIED ON *w 11). � 6E%11 ­_-­ � � � � � SHEET I I) * WOW ANCHORS 4, 11. ANP, LORD ALLIAINIEM SPA" 9 r -, - ""' I � I , ; \ rp 1�11'� 2 t/2- Ot, (SP-1 TABLE #1 ON I � I "I - I I. HIM Auvwm To QLM pinm= 11 ,:,-- 1- 111 Cz a - I "� 4 � , I I i I : $TUOI om sticT a MAY or ,,, ' '� " f 1 2-0- WOOD IDIVIE Pil- 1.__==­= , l �f - TO I; ,�j I I -­"-1­ ", __ - MOO 14, XP FEMALE to 09 I I _____, ___ ; , - �­'L I AS � i � 1,4 PLATV REQUIRE0 � � � . � . ! REB9",%g .____­ �). � �_ , � - O'c. -, i -tEE.'.5ZON I WK AS Trig Mom __ t Ir , "Jim Aln KU* *I" BE SPAM 114 I - :--J � ". : , . SHEETS 9 THROUGH 10) SHEETS 9 & to.) , ` 0 "cl,olo, Mwo HISM 00wo I " I � ' ' ( I "'B"' HEAR I � � I I , plho Is A RMINCTRIN Mo 12 t/r MCI 91-CM XURWO 04 1� - MI � L ­­ - � � iA SHM OL "I. - ,�,, j L'�� 1'' ' ' SHEET 11) ! "MPM wrot- � I ­__2 — ,U I I j I i , 0 0 If-1-TING "95 9 - 'i � i 1- I, A , (1) 9MMIA40 AM DMION "e"Sue" i i i U) UNQ All FffRMWM I , , � , , oto IS .4101 _4S 4 t (A MAX IN, Ola PAKU CAMN IS UWYU) 10 0- 9 ANY ONDOND - � - __ I j , P�At I I ; , � I I ms IN RESTRWOUN "w UMIM PANEL LISTINS, ALLOWED ON SE9110 4 ALM" -11 - __ 1�'­--_i - J_ 2 � 44 SwUR O I). A SCIOX 3/6-,� i0w smr a/S-I, I , 0) MAXIMUM STORM All" LERVIN 0 ,,,, I � 7v 11 . . . . . -1 - 1 �6 I'll 11 M I 1 i(A) I O12' OW SKA001 0300400' 04 VIALL BE AS &TWAM IM, 1 1 wu_-w MUNG " NAU-MQUMM I33 =pAy1nn:= I - I I EMS WOW '4040, Iriv 21 0161,41A11109 or I a 02%0=00, ALIE&WTAT-" WAAL I SCALE,J/0-4 I ITS OKY, I SCALE 3/8-1* -I- I VAUD MR WN) ZONCE I� 24, 3 a "I- BY ASIM I I rn LWIV W THE I'm ') or Tw RONDA � 4101,01 SCALE 3/e " l ALMANARYL-1W 1 14) 00TAL4406 VAZ ONLY FDA vium COME, � I A, - 48440NUMIMA, SCALE 3A�I' l = 2 A. I M AM E"a I '040"YNNNIN I t_PNN SPH i I .,.­ll­ 0 I _ , � . , i _____­___­1_______ I _�.� E %. ,�� k Titj �:l!!y I I - -.1-1-11 - I ;9 .1 %. LIJ " ..­.._., �_­ 0.00 1 ' = .47.:�..o ,,Nr . t1v '. N=1 'Elvei. . :_ .1 O� 44167 I 1 � � � lwis: 1, * _, ­R. 1� ws.. 9kmim­w411 * %;­1___1._w4o"4_wo �r ,-' '... - FLOWRI BUILDING CODE (Man Ni%h Volocitv Hu locna zone) , .. - FLORIDA OVIL0440 CODE (Mon filgh Veloc!2 HUT tons Zono)l yAU_z9fi_QQM9wA4QN_QF__sEC _k I - FLORIDA BUILDING CODE (Ron High Velocity Hurricane ZormI - j � ____ z � ____b_ __ � INSTALLATION AM ONLY VAUD FOR MAY, kS,D, . ,,r ,4� < . ' A= YLI=_ M 1`.,� f I a.44167 *. �S 'Am-o T'TCM, _r 24 GABE GALVANIZED = Ell. NUIL F � :- ., NO, 441tT '. E 24 GAGE BALVANIZIrD STEEL STORM PANEL TOP & BOTTOM MOLINTINGS COMM BE OESION PRESSURE RARNIG. 1p,tz,l AND PAN It -.�% STATE DRINK IN! -I---- ___ = EL STORM PANEL _LQR&,���: 1. INSTALIATION ARE ONLY VAUD FOR AIkX, k$.O� - ezw T10100. iqc� CF. . 24 GAGE GALVANIZED STEEL STORM PANEL --------, I I t * , * -; � I LENGTHS = t * , = ­­-­ ---- ­­ _.____­­­ EL. LENO" �, z Z*� PROM w, DESIGN PRESSURE RATIND (P.% 1) AND PANE,L =*: TRA" W- COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULE,' ON SHME � _ f - gr-aECTim; - ; - . - IT, 0 TOP &, WrEOM MOUNI CAN BE AS PER SCHEOULES ON SHEET 3 (EXCEPT FOR - � � ,-I. oc�_ -,io __,�M_�-- A -a " - - " WA7/20211 INSTALLATION� 1 FOR 4M WOOD FROME CON MUCTIOW WCOX l, "..1­111 _. ;;� - I �_� I - = - 11_L`[E___C__0____iuv_� " [ILI E.D, -f EWE DISTANCE �. STATE O�-, GLOBAL PROTECTION PRODUCTS, LI.C. " 1� -p � LLCI DOC MEMBERS TO fIE SOUTHERN PINE NO Z, W1 SPECIFIC Ss -�o TAIE CIDNOlNED T14 ANY WAY TO SUIT ANY ALTERNATE ZW) SIA1 5 \ GLOBAL PROTECTION MODUCTS, — ­.- I ~ SAO, el Far -I wu SEE SCHEDULE ON TOP & BOTTOM MOUNTJNGS CAN RE I ..* IEDRI&,�=, '010 S*� 6 SIRM IN51ACLATIONL * W , z ��__ 1 �6_4;�;�:�__:,- � cl __� ritic 0 I., \ GLOBAL PROTECTION PRODUCTS, LLC. - - " ,--., ow � � "t 0 s , � M, 0 r i w 5 r 9 _v 0 a rr wi NO-8 *_ _p; w Abw I", 61 SHw MNSV 05 OZS OR EQUAL L � " , � I TCLIT TtSTINS 0 g=ELRWG 004P,AW ='Fl ":D4 -, "Ot, cou 0AIkr fL.1m," COMBINED IN ANY WKY TO SUrT AW T'"L Wr _* �'W�S=%ZMWIrZ*� ONA n,,snT4 � - - P"KI. " rm BOIN)"a-IORL, 20-175 Nw_1­wiaw­­­l§__ z -Ilm-04-pt'M ==,_, � plel­mnA FAT em.pa-vu, SHEETS 9 & 10) 4� "!� ,-' �vp-tF a 31, ouz-5-1 �7/- �_ , &.4t'a IT. -1 -1 ,,� iW)w-thItIO� VAL, t0-E%-­en7 20-175 2, FOR NEW WOOD FRAME CONIMUCTfOhL WOOD — M � "At)# 'No 1� 20-175 =,,' INSTALLATKIN. . ��c,iI�-,, "/I"' - � -=- --I- -.1 — I�V,0­4 - O"MOOM - I MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC '11-Tia `_`A� _!",ill. -.I — I-f- MA r — — '. VNINI .. < ­­______ _ � ,u, if-4. DENI OF 0�55 OR EQUAL� 10"Na", U 7�i 1��L- _­A-r_% Z;; �nwvhxx � C`­0)wIv - ___ -.------ __ , wNiNsI'dK/wwn"Yr ­L10=11 P. .j _!!�*� A__ IN" I :!_L_=4:!5_____T_-_1-1 I � , I A," AL wArm & PLUT 11r, PA acer I — ____1 _N=",r.1 WE, L±±�� � � = I 1-1 11 At - MIEN � VI is _j - � ­__l­_.__A_1___­ � U. A I-Lw I I l . . I 0- END CLOSUREa-UTAILS FOR INSTALLATION TI C3 N T ,. NC TRVALID SAFETY & E-Z H C)R P N 1 y� y __J PQQREa VRRtE5 y� o- w s Ak..aY C`f!w'1 TNO , ANa i' TAPOO 1a0 b i"e s f 31y8t is . {NwLrREfl towcaE+e 6 a $ d`eLOU1:OR 2 A wOOO.CAM � 4in EU eAut t .2K "w A° kP s:At f 4'� F +,� ,zk2 ,.. p t ."„t x +. is F tU # RaNF3 - aat 1Et8h'KrF ISO L#{k3Ji 'eta• rr.c .! , VARIES` a 2` 8" ..M58` CONt. t 5 M. < .. ,} 9l L K73# 086,- ANGtt aP=. " v � -H ,QT 3F S #`N SfsEET { CONtRETE, CONCRETE MPOURED 2 y -s EIAI AWN, brut BtA7E i a pmoum 'i i4 6Gb3riW h'.LUY g / g..t � .:. 2" .,: ' AHiaE: >f t 4 �eJ �L4 ... 4 $c a 4` : 7 " t/ L._ av a C 2 I a/12` UT 3fQS-X OR $9b3-1B WU.iW wI>u�+%NUT Omni. ut„+1 ANtA.E 9AK t+LAN1 CA : p CASE C N) QASE 1 4.� . I i`z h"-F` SCALE fi SCALE I / f ___ 3C4XS-�# 6k CALM-17d.. Ei&O PAwELMM'E p ... __ , 'o R� .v+c 7FhM � Rt Sian j i iq tiF E _ 5 sE.,,t i :-. O cowo " A" 8 O ." SGiE1HAk a 8 ,- u:. .. :: '"' - 2 .. WO9ti or aEtdauC ttN " >5N FRANC iM w PANE emRCRE E mac €Na" v�A s ,� 1& flYEHYiAP BEYOND ± 2.c WOOD rRAA r FAhME Ai AI&1J"J ..E' 3 tO tr 771 wool" G&PEN3NC Wip?f1) '" PGURSb CONCRETE. DOROPETE, REQREQUI M3"4i" wQaa FP✓tME G u . RED ,. OR(A vARES FRONT"4` as xa PA±act.} +Arta COL at cur 00 QtSTANCE , '-=' M` ", » ✓ ,A, •" »x ,...n *w f.s.«iD s,s teasx a...f CASE„�.{ La1AN) aN`Mt41tlt.#il4/kfphl �� u,areae to �+�_'(Ta,Y A,.T14 / y SCALE its ml^ P; FOR INSTALLATION dt VA."Y3 DIRECT MOUNT ONLY CERTIFIED PAM€L INSTALATiON AT WALLS Wf s� NO, 44167 SURFACE LEVEL NARIAXONS 1Ni'HrRN 3/r FLORIDA BUILDING CODE(Nov High vVetocity No come, Zane CASE § PLAM1I t LASE F (PIA -, F i = cav arlca »c TA TALE tkLYARtZEO STEELSTORM RANEE co caFg scaE 1J#"ter SCALE SAin=P» OtIiD�.y� : w/pk6N,CL3811 ?Rt7ECtiUhPRODUCTS. LLC <lNyr" "I #i{ 40003R, 9SiAS LrG�# Ol, rL nilA 10"I75f PEWHE. C9,M)58G"75414 EdL (65)dE9-67aT r,A•{1408Xt9 :.sR Ae ite,n.l. naR Amt 0%A1NG. 1fk P.E, 9[Ad+✓�GI4RiW✓QfOtl[ � YNLTER: A RR.4 Jr„ P,F:. r tw XF.uz y SR€I[T a 9F t6; (VALID ONLY FOR PANEL t�}' INSTALLATIONS A5 PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAx. AS.Y7. MAXIMUM ANCHORS SPACING FOR cO. - AS SHOWN ON $NiET'S 8 & 7 rxPPLICABLE M yM . DE'SK'N . 7FR 0 PAkML PRESSURE TAPCON LAG SCREW PANELMATE PAVELMATE WOOFS RUSHING aP ANY LENGTH {px f.3 FFJAA;L_ ISPLUS OF THEM ow 11 v 7W 3" ts" 1'u" t3' s } 1S°' IN(ROTRAG 6if2 t 8 / n " a � 1/d i2 F j2 ?S 'lh" W ieQT`=j "rai 3W VIP) L£ I - tab -45 4W OH ITN! } tS CFS% 1 "13'1$" 3 3"} 8 t 2* 11R l (T� $ 3 t3" 8 1 I B I fx r 8 2 f $ I F b 1 2� CHOP l > 1 / f ( } .u.....i%..�,,.. ..-�?„ _ di " --,�. � - TO 1. < 4 Ile J2 ?. 3W (BOTTOM) f6 1 2 f Gzf� 12 id �� t" W (C } 1s 3 i ..-.s 3 to a I/e IL11 (9Q S P E SPACER IS SEE TABLE #t FOR MAX A.S D DESIGN LT5Atii5 & A3NS PANEL NGTHS LE WHEN USED, CORRESPONDING ONLY TO ALYERNA7E 2W ON SHEET 6 MAX. A.S,Tf. MAXIMUM ANCHORS SPACING -. FORE,[a. g AS SHOWN O?d SHEETS $ A7 APPU 6Ca,RCE: MISR To PANa FAO SCREWPANEiAARfic P 1� WpOtS gl15HING PRESS RATR4G» TAPGON FEMALE 10 PLUS OF vvD, P'1. { %` 3 1S r S` (�9"tiSN:} (wr f- e x l t � 2 l 8 t " 6 I a f l2: & r. a t w (TQP) _ a 1/4" 12 4f2' 5i/a 2 ( 'ax.Ai W-W aw (Norf* i$" r3 13 73 13` W pp) 4549 13, 111 � t �(DUTTON) §ri I79, e7S 13' T3 13" iW 3 t I4 (BOTTOM) 1W f� ) 1 � 2w (WIT,-) i a5•=0" .. # n"- 5. ..._.._. f l ,... , Q i .._..,.. g i 5is?� W T w dW BCtii{R.i t SEE TABLE. #i FOR AVSX A,S O. DESIGN LOOJS & NO PANEL LENGTHS WHi N SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE ZW ON SKEET 6 �Q A.S.O. O tON LOAD PANEL 40 PSF OR LESS 6'_K > 40 PSF TO 54 PSF 61-2" LLD P5F 70 64 P5F 9 -10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE iD OR PANEL. ELATE PLUS ANCHORS dx W/ S S�lh_ Mirtr 1/2" O.C, INSTALLATION LS FQR LIFE INTO POURED CONCRETECONCRETE BLOCK #Jd`R iAPLAN NG PF;URER 1/4.0 TAPS N _ SnNG POURM ANCHOR +Y 9 Q C-cbdtGRE7E T ANCHOR a 9 4 C NORM OR CIMCRMBS.QCN R SlFipc^4. SLOO4 >F f 20 t 01 �0 TO, ib GLASS, i PM Non '°L' 1lnA $$ °' , vmN k L £NGTH tat A e PANEL LENGTH (SES ELEVATION a I _- {5EE ELEVATION ON SHEET I2=1 „_,Ld ,".. 4'N SHM 12) tI i• GHSTINO eau �rrCONORM f i LAY` UC FIE, e* 4 5£E '.2iEE15 03 It TB FOR Nwt"ORS 'TYPE a,' ACANG €riA 1 RISIALLATIONS INTO wow F#VNE MRM M ANCHOR VACO0S MO "MUM SIX DISTANCE AIF Woo - a Ow TM SONEQULE. FQR 'e,O LESS 7KM MOOTED ON £CHEOULE R€A= ANCHOR SPACING 9Y M47YHN,'HN^u SPACING SHOWN ON SCIMLE or THE CA1a.vfto"r FAII'm FM 1d; C}Fo`w" TO SE P4sSdAF„ REMMO SPACOW oerAMEQ Ub NC FACMA SNAIL NOT BE tm IIHN, low-M SPACING MQ6CATEO FOR M" AND" HYPE ON mel Swrwa£ AM�*M TFPF SI*) upw ,* t/4"i lNiR2AC E MRAMMM, aR#IOB woaaa M5 s cm.n'.9a 'lBR:IMW Foc. I. Yip) a 3 tw#geu+ctmnt gp�y sale C�3 $ 3 V2 ALA toms fww 4sa 1 w (VAUD ONLY FOR PANEL(D INSTALLl47IONS AS PER SECTIONS I THRU fi, ON SHEETS 4 & 5) . A:S,W. DESIPRESGN 11h F{A G ({% .m,P,1 � MIN € b. PER LE BELOSV APPLICAKf � MAXtlMUM PANEL l£NGSH y .. * w hh"t +q n s t}iEM A� YiSSUP e#J4TINCe MAA§Mtlid AAlO#RSRS SPACING FOR -ADM E.Q -- PER SCHEDULE @a1OW _. PAXEi.. I CALIF IN ksN +CTM R :ANY L {a OF TH.iA -.. P :. ANEiMATE 4'ET.W.F. Ni P 'iE P . S LU- TiAi^-... IV P.AL:X tN TAPGiISi -. m - ">USY^5E7 PANEi.MATE PANE'LVATE :E 1Q: 'Ifl .. T6 TO - : idtTE tG' a 81r+>:a NitltliRd- W m Tt3 'ewe+ TIP f.C1d'2#.TE iG {xiex#iE . N is SP . 13* i$ _ 3 1 1 " #3' 3 13 13 F 3" 1 _ t _ $ a3 _ 1 y:." 3 1 ' 3 i3" t3 s'S' 1 ' 1 " T3` S t t .3 9 19' 13" F$" '€ i3 3" b3' 13" P t3 3 1 .} BOLT r bM 2 (TAPS S3 13 i3" a T3" 1'" Y$' 3 3 1 d 95 1 I" T ..._....,Y. i t " 1 " $'`. 15' i3" 3 3 i1" 3 i3 :$" 1 _ _ iJ _ }3 $ 73" a s } " {$ 3 3 _ 11 t 2 # S_ f iTL'P i tT 9' Z #3' !& rTbMk { " it 1 2 1 l2 TTOPI $ . LESS t $' 3 t w. -. _ I a i3" id' 4' 2 2 F¢ 2 / J s` - ' 1 i$" a b 1 I ! 13" 3 w a. ..�.�.. S I # 8 t , A l e_ » -Ire _ 13° i$" b1l / I $ 1 _... 2 } 2 F �. i2 fi L 2 8 i � a 13" t3< 13' €}. 1 ._,._ .. " E i E3 2. " ,3` � 3 isrs _ - 1` ,3 8 3 4 8 # - # l I � 1 4 t ^. 9' f3 {3 ..#* WIW, 2 81iiD#A ) ,,... B4H7EOM 3 Q. i 7 R i f) _. t *a OP BR iT e•. } +-4i45 Ttd a -55 SS., 13" $' T3 .. 5 1L' 8 18 3 �., 1 3 1 3 T3* }3" 3 t T }3° 9 t3 13. t°s" a 12 5.:.:8 1 S S.a 7. 1 2 ? "$ /X. la 1. f 1 8{ 8 a 8� 1 i "- i3"� A3 S3` S. & i3-s#:. b {4" 8 SS i b F f t 3` f3 2 i 1 /.. 2a f a _ lS`.. r F3 93 7 ! 8 8* f T 3°' 73" 7 3 Pit 1 2 1 l {so'DH/} t3 i } 5 b` E i. 4 6 t a 3: - I / Ci�i;QMI 6R d 8' 3 (T1Yt i 4 8 (9lR`F f 13' (TOP)13' } : f 9 11 t 2 8. M/ �QPi ,t45 fiCYrt`?„1 i!S 43. w 5 „ 7 iQ S VY - ! T3 13 i - 7` -$" _. t 2 13 H J. 5 9" 3 ' 9 7. $ 1$ !. 7 {: 2 $ Y.? / .... 1Q #. ? 3 l2. /2 t3` ::4 i $ t._....»° f 17 6* .f.. tl t (TOP) 4: BQTTC7M C M,S 2 15A t# Y 13*. 6" -'____._lv._ 13" d3" 43" 9 i✓E'°; 33` :.._.,..- 8 t. ?` e kl2..i.8 1f2n #$° 5 }/r` t (w) 6 1 StSiI#� 13 f?°" (.. . i. .......�...._L._... ._. IS Ile 2.. lP. i3 /. �+.-.) f #3 '±' Y - _ l i... �.. -3" { r 1 1.9 1.. f3 tO 3 ..,....... .. 2' t3 f $ 8 �. 11 .„� x. t t$° -.. !. _. {D 1 8 3 t. d i1 8 � 7 2 S { 2' 4 I . f 13. , . : 13. s s.. 14 1 2" 3 f . x. #s ? . . k3 ? t �€ I2 :6 I2 4 f 2 13 l ' ? 1 e -tJ" : _. »: i 4i2" S' .,�....., ...,._. W.. - 8 Y t3 I t3" 5i M I t. " IS" 13" _ar 13" _ iT" f if- $" 3 13" 1 t tali 72 eY.# 8 t #.13F 2. 2 2 /" F/!/ $° E 6` ,- #* Q" ,. .�.,_. .W s` _ _ 3 $ t id t s3 a 3 _ 1 1 i3' iQ* 1$' $° E 3 }p" 9 32T P / 4" _ `. tO iQ" # 8" { _ - i 1f2 3 1I4' s t/z"i -- t t 8 _ 1' i 8" 13".. l' 13" T' I` ......_ 1 f {. a2 /2 8' 5 1f2" .A.> P/2 t B 1 2 f .. 4 1 -.ta e 1 @ a t f wj"�tj2" _.,_.._, ._____., --� _ 3� / � S 1 2 o- l a +. { 28 r# l I @` � t" B I _I �1 7 T f 7 fO 1 2? 2 f g ti - i } "( ;}" .�. 5 1l t d 1 * f2 8 T$' Y� 1.. i 4 t A a l J Sill`-. '.e' �....� r 1l2* -" 2 BDTTOU i i 3 5 BQTTK'At 3 T i ) a 9 {'tbP} 1A»p # (60170M} (Top) 5 !s �M (Bo1i+3 } QP 1 � tesrrT.» } 8 Ile s. HtYfTYiii #3 ( I 13" 2 r / } t 8 # # S # 3. L'TT'�{ f f 7 xb 8 iJ2° 3" i (WTT 9"6 ._ 7 1/2„ - i (Bd7T41A) 3 3 3 2 5 } l (TOP} et 2" i 9 3 l i1TDM, 13 l i14PJ e.1li s }ii 6 aors.-�} #3 T : 7' a " - 3 _ 11 t3 t 1 Q Ile 3" i � Ile l# l M Ile t / $ ' 8 i3 12" ws , �" a i i � t # f / _ 9 9. 73 1'2 1 " t 2 J 9 -^ � _ 7 i0 1 2 9 2 / f i " # 'i lit 2 % e...._. 2�F , _ _ $ 3 6 13" 8 §�.S 11 i i e rji I �- 3" S ,. ; m .- -I.. I _ «. 1 2° -.- _ 1.. .... ; " @ 13 3 1 i3 >l. . - -- c }/i s3 il# a 1 4 Ie TfA - ! " $ 2 / � 2" /. - L - SEE SHM 11 AIR A9040AS WK & SPACRMi 4,OR MSNUATNINS WTo "OD I'MIC VIRLORAG'0.. s "WUM ANCHOR SPAO M AMit MAIMU{M EOC[ DISTANCE ARE P40c: M OR 14d SCIEDULE FOR E.4. LESS THAN IRWAIE6 ON SCHEDULE PEW" MN,U" SPAGR+6 By M4A.11FYWAo SAM"a StIOWN ON s,HE{b, AF Bi I w MORINO FAG'mks^ Fa}1 TENS oPFRATIQN 7a HE P65§MA,E, REOUCEB SPAt m WAIN A IS" WTOR. SFWA. NOT BE :ESS THAN, ARNMIN SPACING & ATO FOR fACW ANKH" TFPE . ON vas wwPULT, Tye e tl4St I/e* 1/4"A I/e. rimt/4♦ ANCHOR_.. - �tm-:ter aruc-srhaa S+ur-iw sa3 5 2yr 2 vl EAM"EL', : A t✓Y3'3 X x Y" 4 1jr s(f'� FACTINt xa SP ONLY SAAEU).WHEN SPACER & IS USED. SEE 7 1�f'OR 61AI1. AS,D, f -. DESIGN LOADS & MAx, PANEL. WWHEN SPACER AS,D. DESIGN LOW MAXIMUM PANEL LENGTH 4D PSI" OR LESS W-8" > 40 PSF TO 50 PSF 8`-2* > 50 PSFTO 60 PSF 5`-10" A MAX, PANEL LENGTHS ARE ON VALID FOR INSTALLATKINS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. (SEE SECTIONS & ALTEANATM ON SHEETS '§ 13, 14. 15 Acer~j+}-_ ._._.._..._.... ..v-.._.�... ...._ �.............. I l $' WAX R-iA/13, R-2A/13, R•-U/14, R-1B/11 R-28/13, R-30/14, 3 aw , R-tAiW/15, 0-2AW/15. R-3AW/16. R"-18W/18. R-28W/15. R--38W.%16. 0 0 0 0 0 jtjf I I I 6 t 9 3 = v I` I i � i - t (U54 t"{IR PANED LESR:°1fi { S L E I t 4 PANEL iEtiGtfi € OVER 7' S.q. # q d � ��� k'EG¢FlAR STORM PANEL � ; {iEGi1LAR STORM PANEL a tMD PAiiEi- LENGTH 9G1.. t f T} Etc Eit ST@RAT f'ANr'3. CVI . 1 I I tWIQ LAP Mw PANEL LTrtl alaLT I e iUSE 2 8 MIN. PANEL. AlALL MCWHTYSG^> BUL15 W t i A # et• OVENS T yt E 8 > { [ k Y 4H2 i i I 7 i jj I _. ..... ........_. -y.., �._._._ __.. --.-- ._,......___ ..__.... �.,.._..,_ _. . _,-. .... S t a T,a NOTC2ff.5 Aim w " L V C�Ai14N d LIFE' SAFFi"Y 1. j PANEL HObM CORNER' S P~Q , e Y.-i ._.. _: -rraEA ap r or� WCNU NUT A# NUT AT _ �� ,WING LEFT PAREL .._ ARIGHT PANEL iN5iAkiATEQNS COL,VAW fGR WLhIU LOIR-iAW/15. s MIN. R 1A/1S, R-2A/t3. R-3A/ik R-10/13. R 2R/13° R-'38/11 MR,` SPEEti uP TO 70 ma.ri. R-2AW/16. R-3AW/S6.LOA R-1RW/15 R-211W/15 R 381W/16 i_---------- . ---- ...„... _._. ._..._...,,..._._..,.°..ANCHORS (SEE SECTIONS & AMPTIATNES ON SHEETS 13, 14, 18 3ci8} _......_....._......, ...„._._.., . _... , _._... .. _ .__. . 1/4, MAIL GAP # IF F Tl' STORM PANEL (j) ELEVATIONt) $ �. srnir -' REGULAR 2.887" ,. REGULAR t :. a= ... STORM PANES. (MK tRrebiLM t 'RCA;f trtitL„PYJ STt`liRM PANEL oow ems i f CAP LIFESAFE#)' PANE. 'TTk „ , SFAIN, T1':- FLORIDA .BUILDING CODE Non High vajoacify Nur€#come Zane ,% ;e� wamzo- nLTECTc, ex: ea. 24 GAGE GALVANIZED )EEL SFDRi1 PAWL � MOM `�F� ..... °. y �!� X l s1 i 9 G O GLOBAL. PROTECTION PRDOUCTS. E.I.C, `•",._ _ �. SE TION A -:A TiLGn T t cNaw COMRANY 400 SM. e1 STIFF: SECTION J "'% mx m,9'a=05>lrA�w tlB,S, Yl 29'ra "SCALE t.th"�I, �i ' er,,"x.,, twit Ai,-"nxi.we:t�ast .WADS, rs+ar {esit>mR->SsE„xsl: 4sfASnSe-etRf` 20-175 i.z a> SR.wM'. adi a�N': "a1XXa: .cam 4C.Adf81W'.. PE.. 41�iOA1E w4�.' iT.R l tRf.R e1f.; i�r,. - t s[P tT-.x4y a: t SRfi"F @E 93 71i i, INSTALLATION ARE ONLY VALID FOR A,S,O. DESIGN PRESSURE RATINGS (p,.,f) AND PANEL LENCIMS AS PER Et.EVAIM ON SHEET `IZ 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE No Z. W/ SPECIFIC ; DENSITY OF 0,55 OR EQUAL. M MS TAMDN e.4" R a 9" Q C.. PLATEU * (k (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS # THRU B, ON SHEETS 4 & 5) - . MASS.A.S.O. -. MAXWOM ANCHQRS SPAWNO FUR FIN , BELLOW CARL.E fAA%RM.w MAX A;S.p, MA)CMUM ANCA4OR5 SPACING FOR WN E.P. PER SCHEDULE �I.OW ESlAPPUCABLETO 1Q ATCR4UM DESIGN PRESSUREFEMALE. DESIGN T PM PANNE PAdiB' Faa£SSCF F TAPCpN SOLl9-SEf iF PFN' LMAtE ZAMACmNANN : tAF'Ct#N StA.ib-"5EF ZAAAC-KWN CnLiS-iN skNG R. PLUS Av` PLEADS Q . ... tzAnalG (P- } � L RATING TRH o co#<t it tG To m To m '. To m xo m Ta t: n; a OF T+CEN E :MEt 9F iNzlt i k &` $ 13" 1 ° 3 3 i3" 1 ` t t i +6P' 1� :. 5" t3 "# 1 Q I2 93* $ i g5` 8 1I?" 7 t r* 5 3 /2 � i e 7 M-P U* I 3 ✓ t tb" 3 I �� T� } P S !3'.. b 2 13" - 13" t " 3 9" t3° !' i _a 7 t 4 --2. 4[ t3' k2OiTOM @ } 3 3 13" t3" '. 1$ *} T3' i ' 2 " 9 i S* 1$" 20 (T 3 rs i k ?° G l tS 8 1 $` f F i f 8 1 2 2 3 l / b / $ t _ 1" 2 tY 14° 1 ' 15" 3 i3 93` 13" 4 3' i3 t � oT� f 1 2 3` 7" 15" Q 7 i^ 3 i` 3 ia• a t f« sa a o I2 f2 f sa` z f "} - ' r 7i rf2'tt 1✓2 .81/4` i #/i"92 1i2"12 r 1..2 1.° Vim(. "` 3 TaP z S ) 5 ifd",5 #/h"..�' OR. _.. _ 2 iI2. °7 1 2 I2 _ t ii' 8 % §_ 2' i✓. 1#". 6 !# 9 7 2' Ho 1 2' i3' I } / _. e e d {Pi' -� 7Y / 7 2" 7 f " 5 b#"..e Ile 3 84 M +° } R } 5• S• 4 e^ _ _., 9 s i l2 .__ � _ 3 t / 2 . .r. a" A s 2 + I 1 3 - s a TaN: a x s s z / I C? 4 BOTCt1M I e _ � t 2 r 5 # Ile 4 rP r l 3 e � ? _ _ ._ i3 1 S3" 43 { 2` r " ! 1 { x�ix• 1 _ _ ra 13` e" 3 1 73` 1 a 13 r3 'A" t ' r 1 3` 2 i3" t a* i3 � 15° if{ ` 8 i3" 5' t3 iS t 3 i9 Y i !` 13 i3 9 1 l 2 fi S 2 I 9 1 ': Ile Q t r s 3 I I 8 Ile 3 I t3' ✓. /2� ? t I2 5. T 2" (` 13 e S 1SDTr'QMt 9 k 2 ZT " 3 { } 8b.. 1 E.. 8 t 8 Ile 8 T. a � ___ 4-d 8 t.. 'ff, i , E� B Ta f e11:e1 }' l 61P.. 81.#..$ �... ✓ -e i r ( i „. .. :.: ,. 4 .„ .. _ _ e - „ .....e 9 1 r. f .. .. rA2 , ._. ... :. Y% t 6 Ile 7 2* .......-,-. .,._ ¢ j " .. I 3.. # Y 2* i F / ,.«».OTT -+75. _a5 = 13 .? Tj3 13 ,$ a i3 I11 13 #Q ,. IF` 1 , -., T }3 & / i�OP 6#1f. -f7B.@ ,.,,_,.: S Ile t i t i' S 10 12 T$* 1&i" t3 :itt t3' , 2 {' Q t t 2 8 11" $" T'J i` } 1$07T44tj }a 6 tl2 e z 2 2 e 3 $ d` $ ( S xs t3 I l t3 @ t} f b3 I § ItY t l =} t{2 f 73 b ! (93PTR#).. 4 1 2 T f .. ,: .. 1 } 1.3.. G 2 <3 „ iTs t 2 / P.-. 1 1 2. $ f TT a. 1 T � $C1 CAd a ? S` ( } e. s 73 13 & i %*' f / r 91¢i t f2 T3 I Q f ?t iG .. { 7q' e2280.flM 1 i 3 I d 7 3 23' f3� _ M" tY1 § :.. f 3 lZ _ > '=" » 13 :. t •. i ` "Sf 14 2 ! 1 "'_&" /? 1 _ _ N'.3' '.. ?' 3�S 13" 7' i �.,-5• ' - 8 & t 3 d6Ti9M} � 73" 5E T 4 f t3' 2 1 2 / �fi- t3"' 6 1 d" { Y 9 l # 1:!#" _ id" 1 "➢ I I2 ..,..__...: 2. 1 2 6 1. 4" /. I 1 ' -r2 p _ ] 3 5" NTQ� 8 , A S i 7 9OiFYSM % ( } y5._B°' TO- _ .w. 7 C 1. 2 T2 i 3 $ l j 8 1 ads '} i ll T/2 2 - 2. 8 T # l 4 1f2 -_ g3: iI2 P/4 -# TSb , 7 3 ♦ OP) Y F 8 /' 7 , :: 4 / 1 S 8 # �. 3 4 1l2 $ /2 a. {.. i 7 $ 13 §3 i 4 13 9$ 8 l ✓ B e 3 _ (CS4FiiRM) fl" b 1/2"-'-.. B° _ ,,... w" � : 5 ill` ,7 9{fi _ - i' - 4 19QitaMj. j 3 3 1 $" '.1. "ii 1 /2 ' a" 1 B* t 7'5 lOia 3 7" i P3"..: '2" B fCOP7 't}` 5'.. 13` 3 13' 33" t°121,1//e P3'... :" t 1 '. 9 1? O l2 T3 I !'2'" -.. 7 1 "" /"i 9 B J1..1 0170M 4 5ij2''3`, F tTti'P s�-i a�'sd ... .. 14 i 4 .*':.$ �✓ b 1 s tsatr ? 9 a P #Qt 4 ...a - t f t .A,d "M. DESIGN LOWVAXIMUM PANEL LENGTH 40 PSF ON LESS 61_6a > 40 PSF TO 50 PSF S'-2- - > 60.PSF TO 00 P5F 5`-IO'. A VM PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS Wj SOLID SET ANCHORS & W/ SPACER AT 12 1/2" OO C. Ao Tu. INC : 24 GAGE GALVANIZED STEEL STORM. PANEL :NHS tW L?atoci € an GLOBAL PROTECTION sP33RaiODUCTS u� -� +�€ !tIv, RARE titu 2Dliadis:xma w f , INST L T F R TR L9t'JSG POURECf t/4'4 TAPCQN.,, . ST1NG POURED 1/4.0 TAPI ANCHOR ANCz a e°'s� a E 11 ANCHOR a s s t. . I P !I LEN t Ar 9 7H if 5 P AtdEL I R " t (SEE ' S r+tATK1#f _ EE A { {SEE Eli E'er N R r err. I 0 SHEE'T ! 7 i 2 S 5N S - } f F� _ li`Si'T'Ai p in LA�CIA%$ 7{ I F a f- { «C" 4 < r r } r' � t tr / s I t I J.� I l 1 T d k �1{:47S3.. F7 R`'aAG81.zs W M.S. ti fF 11/4"e TAPCON _ I/elt TAPCON ANCHOR o S' £.C.. ANCHOR 0 9" bc. E%i511 POURM CONCRETE OR . EASN11n POURED CONCREEE OR `OivCREi'E. BLOCK RMUIRED. �ECTLON R-2a �tE�L}��R PA+��L S """00KREEn $LOOK REQUIRED, Lt � PANEL. )MALL I�tIUNTiNGS IyHitlj{lr.,_ SCA+P 3/8-11 0-0 : '+t STATE OF cr j�fk:�3,Aa f4A4L .+" _ rHANAi1Mii .2m ItI m. Its y •v ��M 1NC. 24 GAGE GALVANIZED STEEL STORM PANEL us wR GLOBAL PROTECTION PRODUCTS LLC" Oik�_ fL � 1:. 1GSA1F�»SSA& FA1f: 495d-87#7 -•,•s-�•>_. Tfit � wn 7C R - C9b1#AwY. .. . sc. sw. a a t1AA Fl azs rvw. i.m1 m.tata, rm.: f:F.ai €tt-eei> xWiiE3 A- L Jr.i Pk 20-175 uxAwNa w.A Rta.m. : ax «. fmaw m P.E TURETOAtF f as a9- :' SNiEI' 13 Of 16 m INSTALLAIION DETAILSO I' A 1) INTO YW(3L)C STRIICTiJRES �0Ek HEADER d6T# WOOD "LAQEti ° EQU RE S Tr n i3i'CON f1i= _ 'aCMUR B' A.C. $i . z Iif1 F I ##2 ! r[: +} ¢ r 1 t/Ile.. alli �l 4 Cl GLASS „x qE E MAN, PANEL Yt. ....... � ..- 1 # PANEL LENGTH t : (SEE Ei.EYA'F N ON SHEET IT) (SEE ON SHEE7A Y2i ---SEPARaTiCjTyl- ! `d ,# P T{3 5 l fk T "P U-^--SEPAKAtION al j f eA O 85. 1 1 II ED 2 st! WOOD__PLATE wow-- 1/4-0 PANELMATE PLUS j ANVIOR a 12 1/20x. REQUIRED e j# PA,'dL4ELMATf MUS ANCHOR 0 12 ;f2" 0,4. () R-.,'�' ��BI� ALTERNATiYE REv3TL.AR PANELS. .n .3'A7.ass ,yam iN145 {tFy�yF ryry5 H!qq{kti+//ryt, t {e tt^ di{t fy.�R�4 O} L!FE �- PAat L II ' N 4 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone): iva i. #N5TAUAMON ARE ONLY VALID FOR MAX. A.5,0, OESfC9 PRESSURE RATINGS (p,e.P) AND PANEEL. LENGTHS AS PER ELEVATION ON SHEET 12. 2, FOR NEW WO03 FRAME CONSTRUCTION: WOOD 2 ie N r Q`° STATE V � 34 GAGE GALVANIZED STEEL STORM PANEL !? ' kop �-""�.:^x ,e+� 6r. fi ."`""`. �I�:W iii _ 4*4 GLOBAL PROTECTION PRODLJC'fs, . *Ar {}>>..•„ --,e._._ ? iEsrfwn t ME w+a caMPAfFr ' '3asi t NAL w aw M7In/u12s QA tjj `�PI:�iF�{i !. a . r`'� *'F't� rtl4#NlF6l41LNF � Mi sea �„ � Az. wwrr. wwa>cA: et ana F Ba: PiXzYdG: i.Y[ (W4}&ffl9'Bi$Y 2D� i 75 HE } MEMBG,..RS TO BE SOUTHERN PiAi.C. I`*°fl �. W/ DENSITY OF 0,55 OR EQUAL. Pbv � 1 Mwf%1c . # &tty3;� f95f}@NI.,7$i5, ra- :+rc. mt�..» �. Ltr..« wn 84iw1NG "ax #j i P:t ReA:,/+acwrttmENAtB RVt,TFR A Than' d� � , .FxK s SNk;'t 1# iR' 48 N Cll U) Ca Cll U CL Cll Q- O O CIO .cy) U tU c/) fU c: =3 C6 cu U) V -0 °0 �,- O O L ® LL1 0 CZ c O L1 ..s ra• 0 n 4o MV N Ct5 Ll. .^ LS. L✓ J i6 �� � O !. L N ^^,, � W �/� li.... 91O r co t33 VJ CC 0_CDw. N O � O3 w 4- Q .� �/'� C V , G L y d i � u d C v � 4Y • N 9. N Q,. C C5 4L3 A mi cn W C_ C/) O U U r '� v ) cu LJ..L Q Z Z Q J SHEET NO. S H 1.4 j r- Ci E:Z1 /1 a, EZ1SN/18 racHORg -(SEE SECTION E2t & ALTERNATIVE EZIW ON SHEET Is)---- ��- I���7(SEE kf . -*(SEE NOTE 2) -CftW'l@ 9JNOTE 2) - +t4x1• k = ice• ,. jr END _. Jj e"s ALUM D~" jk?" -4, �_ WE, * LAST PANEL(,�t TO EE INSTAL ED AT EACH OPENING $WALL ALWAYS BE t/2 ( j -O o 0 10 O i C ---- l PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION li INTENt7E7 F (I I ` • i I I II ,; TO OE IN.,�ALLED FROM €NSIDE Or STRUCTURE. [ x �� �I � •� � � f � f I I r i � I i� � i i� ! 1 �• ND L I. t :_�..- ,---,x',"-T�.r-. .. ._.'T. _.-r_._. ._-.....T_. .(. t....._. rz.._ >-.._. .-.£,.-,...., _,-r s-._T_.T_.� -.T .t ,._.F_._,i_.. r T (1). r,)EF'INInON £7€ e RirS iu70; t-Z HANG STORM PANEL SY'S.TEM 7 i T t { c ^ [ tt CO 65'S t I; 0 E< Cani. TRACKS & t I N I 1 d r'AN '+ TOP BOTTOM ` j I (iN0 RA3;ti) ' {1NiERiOR PANELS , (INTERIOR PA,HEL i (PrfERR1A PANEL) § � (END PANEL) § 4' ' C I f SEE NOTE: 2, 9, 4 I 1- ': '. E t SEE NOTES 2, x, 4 (2), END PANELS SHALL ALWAYS BE CONNECTED TO eOTrOM TRACK' i E f I j (( 1 1 ` 1 i- t B `O OTHERWISE :A STOP :DAP SHALL E RR041DED AT TOF" OF SUCH I I g [ I{ MAX. ° PANE(. PANEL <;. is LENGTH [ 'R E 4r al- 400 P-i L�•) I { � I I+_.f * ; 1 ,,1 ( - .. fl -t � )'k (1-. IF END 1.0-1 ARE CONN1111Ct TO EICIFT M TRACK, CONNECTIi7N[ i i 1 • I I , _ ( { C _ S TALI CONs,`,5T OF ,, r.Oxs/ M.S. wr Tr@"oXs/s2' W hG BOLTED PANELS W/ ills-2➢xt I WIT OR r/4"e<3/#" M?n_ TIiUMESGREw INTO TAPPED 8OTILIM S.s. BOLTS. WJ$, it G4 OVZRLW TRACK 3,OCATri7N OF F SENERS MAY $E AT EITHER 1 PWO ({ j (SEE SECr:DNS As AP'^L'G i , EXTERIOR FIAT Tk..ANCES OF END PANEL, { (4 TO BOTTOM ) INPANELS _-,.-.I _I -I _._ _.r.._. I.. __ __T_ MAX.m � {",a A STOP S ONLYNUSEDOAT TOP) AT LEAS! TWO I , 1 JI� T I I [ j 1 i T t PANELS 51101 BE CONNECTED 70 BOTTOM TRACK USING SPECS 1--;--.<}--'(-'-'t-" '-'t INDICATED ON NOTE TR A. IN SUCH CASE, OF s a MAY PANEL LOCH L1 E .a,.lJ J_LL PANELS TO 801TOAa TRACK MAY OCCUR AT ANY RAVEL LOCATION. JJ_L .,i_.1_L_.JJ1L.I JJ_ L`L'JJ_i LL.11,._>Fi1_1-L Ilt I SEE NOTE R _. 3" Wil, - 3` `- '[' INSTALLATIONS ONLY ;1t7 fDR WIND • Win. S E !W/'iD SEE MI, M;n Nrnr S NOTE ' SPEED UP TO F , ANCHORS .. ----.(SEE SECTION E21 At AITERNATWt EzIW ON S.M 19). ___._ -____. EZI/T8, €Z1W/t& TYPICALTf N FOR SERIES 2000- .A PANEL 1 SYS' SCALF: 3/2'=1" 2.6a7'(A R rO+T.Rl d' t; L9(F�, ALP - �' ak W}iCA.E VAULY) s j' SECTION A -A 11icA1 I:tAltl�# '1 /3<`=1' L4jtt 71( SCALE:A�L t ,.� 4�• EN r{'? FLORIDA BUILDING CODE (Non FR h Velocity Hurricane Zone) 441- �2a2a nt7rw 4x 24 GAGE GALVANIZED STEEL STORM PANEL- S Q STA E O ff ~ i» 3 eNte GLOBAL PROTECTION PRODUCTS, LLG. R7/a `ra `^.•`^ Tzsntttr A [NdiNBE. 6 Go4FAKY -0 S,M. sI 519 t'r .#xf$ - �UPi1V nt .Wq,. »- hs Nb t9ARr au�xe.13ep. L14W3. FL 333tt 20=175 lw',lr Pemn:r-Exak >m'lkP Pa..{aaiP e'W%.s: {P.salfAa-T3a5. ,}X'r_XAi-ff131 Ga. I lxrylt3LnArAA WA4']Efl A Pllllr b., r•.E a Ab if.e# a Van 14 bf ig EN iNEERi1 vG EN131INEERINC3 EXPRESSO PRODUCT EVALUATION REPORT September 15 2020 pt , Application Number: f 1 R2 EX Project Number, 20,31543 Product Manufacturer All American Shutters and Glass ManufecwrerAddress, 1U0Donna Road West Palm Beach, FL 33409 Product Name & Desanptton: 24ga Galvanized Steel. Storm Panels Large Missile Impact Resistarn Scope of Evaluation. 's Product Evaluation Report is being issued f accordance with the requirements ofthe Florida This Pr o R po b rig n Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3.005 F.A.C. for statewide acceptance per Method 1 d1. The p product noted above has been P ( tested andtorevaluated as summarized herein to show compliance with th the Florida Bu3ding Code o f r for i purpose I equivalent ed ha ode. Sev n h Edition 02C1 and s, the Intended, at eastto that required t C (2 ) Ru f�re4 by Ra-eval atIon of this product shallbe required following parhnent Florida Building Code morations or revisions, Substantiating Data: PRODUCT EVALUATIONAOCUMENTS raw FX ding #20-31543 tlttett'24ga Galvanized Steel Storm Panels (HVHZ. & Non-WEIZ)",.sheets 1-5, prepared by Engineering Express, signed &. Based! by Frank Bernardo, P,E. is an integral part of this Evaluation Report. • TTESTREPORTS Uniform stake shuctluaal performance has been tested in accordance with TAS 202 test standards per test reports) ZT-ASG-17-001 by Blackwater Testing, Inc. Large rrnssile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards parted report(s) #BT-ASG-17-001 by Blackwater Testing. Inc. . STRUCTURAL CALCULATIONS ENGINEERING Structural engineering calculations have been prepared which evaluate the product based on comparative andtor rational anatysis to qualify the following design crteds: 1_ Maximum Allowable Spans. 2, Minimum AllowatiteSpans 3, Minimum Glass Separation 4, Anchor Spacing 160 SW 12t" AVENUE SUITE 106, DEERPIEL➢ BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM NG EXPRESS, COP, ENGINEERING EXPRESS. TOM ENGINEERING Page 2 uF2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase In allowable stress has been used to the design of this product. Separation from glazing is not required for installationsoutside of wind zone 4 and essential faeilittes. Impact Resistance: a impact Resistance as been demonstrated evidenced In Previously us listed test r o s and La Im a - R s ante D n n ed as ev need o e rt Is f9 P Pr ty eP ( D accounted for in the engineering design of this product. Wind Load Resistance That product has been designed to resist wind loads as indicated in the span schedule($) on the respective Product Evaluation Document O,e. engineering drawing), Installation This product shall be Installed In strict compliance with its tespecth7e Product Evaluation Document (,.a engineering drawing), along With all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance i th therespecLrespective Product Evaluation Document(Le engineering drawing) as noted herein, All supporting host structures shall be designed to resist aft superimposed loads and shall be of a material listed to this product's respective anchor schedule, Host structure conditions which are not accounted tot )nthis product's respective anchor schedule shall be designed for on a sfte-speciffc basis by a registered professional engineer. AN components which are permanently Installed shall be tected against corrosion contamination and Ro p Y Rio 9 :. other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. e'3.M1 x L. Frank Bernardo, PE: ENGINEERING EXPRESS 01FOO465"15i I Cert, Audi, 9885 160 SW 12Y1 AVENUE SUITE 106., DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM 0ENGINEERING EXPREss.CoM ENGiNEERINGEXPRESSCOM P fidHr,4N,19nCR+.la ml trr. J>r'P 'Ci•1 r JC 11 .. 1`h. V... -3.�LL �,k t R'r x CT EI.Pei rT,t Ll-arc /f//y tvd r N aL.. IS, bit xm x ;IIcw U f N .. 2 K F� B J.11J. T aim! w PJ^ W el ve N' f.'HDE7 . n•_. ' I • to { , I- wLc F U+s rN 'NF H "r, n i L _ _ Z u=mini eUlLoour .+ Q\y- VAIL uN - -FC- .r Wit• .�i' Lry,; I.n - COL1rk,IT1❑OR M6UNr SGCIIDN .-WLn RDUHT S:CrION '.FFr F:R a'.. T. III :'a '.I ;'„N, .'e ,.c, • wlT � 1 Y NG' a J N A 4 N_ N V +.I C V[4 sv t3 aNNTv r a c� w tn $ "•.TL_ Nir• �❑tt LU t Iry ,f=r -IL E C - Ivrin•� e•iI^I LN r, P w1:dJ,+= J <'rKJ a t tl A as . ,L Lail: •, P e.. la 'i ... e � -J ra... CUS (: �::M4-J k� '•.W.Aa, y 6 1 'J/ F R 6 lErt m6� rq a s 4I L I2,,S NC. I: td' am I Lr n.. e a F; `� .lu,. .. 'Rik, k, a 3 � :SCR' -::. RF_ hr,L J N FNNLAExkAiRTRE ITS =Yr� 3 rnJ. rl�L: - =IU�. aoaYsds i .F T I,T.r•FI -. e-ro?x"E,•. PJb6E neaeR3PnaN• J� ❑PnONALTOPlEOTIDM CIOSUR� 2'i'AR t co v n 1:J :;1' y'I t:"A 1. IaMIINr >: (.I F.:. v,• ..J=„ram � F k,Nsr,lrlvt, M P vk�x,N ,, Ntr fN f F - , INTP POURED CONCRETE. CONCRETET I' _ POURED [ I _E,;f_' CONCRETE OR Ile* TAPDON Ile COPCRED. BLOCK COW 0 12' D.C. RREQUIRED.A / -J I f i ' � �Sdxi' HEX HEAD TEK WgoO HEAD'Tt I.A- � 1 1 i ,�_�T40' HEX HEAD Ti# t/a'e TAPCON Err -__. _ - ..__�_ FROM ANCHOR 4 T2' OG SCREW FROM flERUIREp_ { _ SCREW Ot'r/<' EDGE OF t { , 1 ( ..-{7 /j ECCE OF (1� ., _ t JIM t _ 2r: Min.Lj r 55. (aAia W 4 t [ V Ta U Psi w,¢ I o c Tla' uc A ,2. Ai EA ❑PETP.AF A 1f2.11"iQ PaPJRviL ^q .. ✓� Y" TION- T�' i 6,0 ALUMINUM POP O-'+�b y - j �LUfA[NUN PE' C--- r.-� A _ + RNT:T it I .a I gNEr a 0. MAI, PANEL LENGTH >p 1/a"' _ _.!t _ ., # AiA%.. �W. -_I ___.'_ ___.__,t PANEL LENGTH # FI-•sii'AkhTfON i � [i i� �'^' _ _ � _lr4'0-7Gr2' 8 Tr0 DL&SS. 1 N TO. GLASS j THUMBSCREW O ' 56A R j H THUMBSCREW I E D .,a r; I f i UAx - I-{�} 1,Wo TAPCON ANCHOR ' ) >E•, �t 2-W WOOD ! 1/4"A TAPCON '"rft EA:PunNG POURED i T s' T� •_`O"pNpRETb GLATE ANCHOR 0 i2' OC a{ < DR ' CONCRETE IELOCK I EOU1REb -• OLTRED, ,'i WALL lJiQUNTINCs jIl�f»:�fS3 SECYtOP4 EZI �1°ERMATTYE #W SCALE 3/8=1" SCALE 3/E-11" FLORIDA BUILDING CODE (lion Nigh Velocf Hu rtfcone Zone) NOTES: 1k MIN. PANEL LENGTH m i - D•+4#I I '�° 24 GAGE GALVANIZED STEEL STORM PANEL rs" 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.SO. DESIGN SHALL BE 2'-6' ar *-.------e• °' W. PRESSURE RATING +/- 40.0 p,s f. AND 6'-0' MAX "- PANEL LENGTH, m STATEC _.._ ._I ` L Q ttKe.. GLOBAL PROTECTION PRODUCTS. LLC. 01 �'nb9Q `L(}FSO rma se: s+ $ra 2, FOR NEW WOOD FRAME CONSTRUCTION: WOW y .YO` _ a nub rz oo a Raxi � ' Ns XQ Nb n n+» CAW, IL 33di4 to T :4wA8A 20- T 75 Q-..• •a � yin . '+,4.. • ?mxT ero Ka : S1�i Pr+-.sar. Pltta¢ fsaro)eas-.was. Ni tF1etrai sT MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC f DENSITY OF 4.55 OR £DUAL ''9taz#rrN:ni -.. DRwwNc w, ,Es yRwArLAIE✓nF:rL ij ER 'I, ALL AMERICAN SHUTTERS AND CLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ 8L NON-HVHZ) -OBSTRUCTION AFFKVF1UFI I t SFAN -I±ACI O z� PLAN VIEW W� j \ ( { 9 fJ QDTTDMMDUt2:NT - i \ 1 (cONN TYPE \ / Eo) R0:39i".. '0'37s°'' MAY BE AT -_�-.r" 0. BOTTOM i TYPICAL VERTICAL MOUNT ELEVATION k'N�Iiif N.T S - ELEVATION TOP MOUNT LrrAX ICONNN AS, REM( 13 (SPAN ABOyE ' BOTTOM OUNNNT (CO TYPE AS REQ'Q) TOP MOUNT (CONN TYPE As R 'D EQ ) -OB:s'IRIICTTON (LOCATION MAY VARYL Lmax 'BOTTOM MOUNT (CONNI / VPEAS RE42'T') (SPAN. BELOW DESTRUCTION) 'PANELS MAY BE NOTCHED AS REQUIRED. OPTIONAL 20 STITCH: BOLTS WITH Vi4$HERED PROVIDED THAT CE)N IECTIONE AND ANCHbRs,B;aEUSEDSVF!1GIHSATISFy VANGNUTSF*TENED'@ SPANS ABOVE a BEI_t3}U OBS"TRUCTSOlN: OV9iLAPS'¢i MIDSPAN {USE APf1i0PRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ELEVATION SPAN PANEL ALLOWABLE N & GLASS _ B A SEPARATION SCHEDULE: 24 GAUGE PANELS MI FORM PANEL (4 "L.. RATID NSROM1- A pw42, WIND ZONE 4 $, ESSENTIAL FA01WES) !. MAXIMUM :. { DESIGN ' G Ell' Au wA I � R Ta iWAN301AVN5 EA.,.R PRESSURE SRk1 E 1 SPAN irmal A443CABONSLF55 n+AN 3R`ABOVf, GItAOE ANON d0 AaDV£GAAJE 3 / SB9O1 Y bO6 n _ 236 r _ 40 I 13UD1.-. _ 6➢6In ?i in a % p 110nRr Soli 1n 416 In f 1.0.0 kl 6A6 4n i 7i t1* 156 y L➢B 6r SOB In § 8 SJn : i 59 am 6,I1 in ..711n� :01AINd ,LHtULILlz IVU I tS: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD S PANEL FASTENER SPACING TO DETERMINE MAIMUM ALLOWABLE STORM PANL. SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR. EQUAL TO NEGATIVE DESIGN LOADS. 2- 'PANEL FASTENERS" ARE STUDS USED IN O ON WITH MOUNTING (" CONJUNCTION ALLEXTRUSIONS (°F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25' O C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND "U'A ISAIDERS (INCLUDING BUILD OUT CONDITIONS TAR INTERPOLATION BE't '. LOAD Y5 3, LINEAR BETWEEN S A EFTOTHERWISE U E W HIGHER 1 CC ABLE.AD. N S A GLASS SEPARATION NOTES: 1. ENTEk SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO OETERM11i MINIMUM ALLOWABLE SEPARATION FROM THE OPE14ING TO BE PROTECTE13 2, SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, N Pi T NEXT INTERPOLATION BETWEEN LOADS i5 ACCEPTABLE. OTHERWISE USE N HIGHER LOAD. INSTALLATIONS TIDE F THE HVHZ AND DE S ENTIAL 3. FOR M5 ONS OUTSIDE O OUTSIDE OF r55 FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM -IHE PROTECTED OPENING 15 REQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES:. RS NOTED IN DESIGN DESIGN NOTES; I SCHEDULES POSIT VE R D NEGATTVE ESIGN PRESSURES CALCULATED FOR 45E 4VINTH`THIS STSTPM'SHALL BE DETERMINED PER S P T E GI NG IN CCORDANCE WITH THE E T1 E N N A N H GOb R War ESS RE RE U : ENTS A5. E NI OQ U LREM R pp E R t CORD E V iTFI CE 7 AND C' AF: ER D FE M NED 1N AC. ANG { AS H T 1609 OF TFIE FLLpp OABUILTIING'CODE SHALL @E LESS THAN OR EQUALYOTI-(E ROKTTNE OR NEGATIVE pESIGN PRESSURE O4PAATY VALUES LISTED HEREIN FORANV ASSEM@CY RS 5 OWN. GENERAL NOTES; 2. W033 L)3x INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE. DESIGN OF THIS SYSTEM: 3: THE ARCHITECTlENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTUREWUHWHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGPITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORTNATED BY THE PERMITTING CONTRACTOR, _ 4 SEVRRATE'Sri£-SP�U, 4,EALVQ_ZNGINEERMSSHALL& NEgUIftCi)l;rl O R TE . A D TEOr P L f JEn RDE Too A OMl.n DB EFLEL iG ORB' ORASk HEREIN. CONTACT THIS, EN GINEE�FDR ALTERtIA'TE SPAN LALCULATdONS AS NAY BE REgU[REp, 5, TH;'SYSTEM pET LED f)MON I5 GE"ERIC AND DOES NOT PILDINClE' I11014 TIOr FOR SPECIFIC SITE. FOR eiTE CONDITIONS IAFFE NT FROM A i R RIE THE CO MoOJONE DETAILED HEREIN ALICENSED ENetNEER DR RGG[BTERE➢ t1RG I7Ecr SIN ALL PREPARE SITES E[IrtC DOCUMENTS FORUSEIN CONJUNL'f16N iYnt1?FITS rxIcaMENi Svcc DESIGN P�nSBIrRE 4'.MDTcpoFETv6oarAA,IASED ON MAXIMUM TESTED': J MAYSEINTERCHAN-P AS f C. BE MOUNTED VERTICALLY OR REIN SHALL BE Ella -LED TO rrA�AAI ALL CONCRETE ANCHORS P ER 'BLE TO INSULATE OR PROTECTALL 1LS TO PREVENT ELECTROLYSIS: TO VALIDATES STRUCTURAL DESIGN AS ADDITIONAL GS TO THrs D➢EUMENT CATION nl anuris:Aa4t_ PF (I) LAEEL VISIT C-;rALC-1731815A3' "W, 1 J4i A I Fr J `4-'9 �J ..I ININ E611N6E%P-DDWIC10. F❑RJaeknwtu,LiLAn9 IgP01t'reA RE9iLACEa MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) - TOP MOUNT g a a sti U! _. w' Header a" SwIdoui'U' Meader E- Z 5 "U' a Zx ffi Hadar 0" ff TY' �" 2 4^ n , -5" 2T 24" O' ?d" 23' 7W 3 'Nr. !e "3" ?3" ?3" ii" Yr' 31" Si` 3V 2.3" 3n' Yi" 33Sir" s7 WOS Wlidoei"F Track 24" 24" 2d' �Y' dB' SIP' ?8` 45" ? d" dB' '.A" "F TrarA 25" 13" - 3 i Sa' i">•' Sit' 25" 5p' 31' FV SS" 0 S9stl. rwan. AOU 22° 22 22 11 2a' 3a° 11" ?a' Area A1P not 2 4" 2A' ' 24" 3O' dB' Sa` 2B` 4a' S5' CY U' HAadar P Cr ff' 8i' 21" 7S" ?e" 2r is F M Trask 24 a4" 24 4a -Si 2Y' 4a' a 4E" 3➢ 53 Stud Rn i 11 Mann 20" 23" 7 t" ITT 1 -' f 3n,: L T kaak. is, de" 2ti''. �" S 3` .. fx5" 't L-WU1"(IfJNS hT 1ClP UI B4YTUMttA4MKL lRgCCkf.. z.FSx'� <Nit,p`„A NGL£D 1Po "•I.5a4Y SYtalVt av6�k'13T as.'CzntAaLP 2 3fa 5N MLt i9• Yb4 (ASS ib 34wkt BD vu P9PAHEt sENt,:H �GixEA,T£A MAN NDTC4 f•Trp RFSP€Cfly.01P:. NG "MAIM A I, 911 n k #. 1, RC p N U T `D f k! b E ❑I !ra Aid 54Rf"41l, PA5 1 D q La It➢LtU M6U,. 11J 4a1F , MLRtfi A C A ."I" MAD O M r 9 T J5 H N Y,S5 - II, FA DEr iL'I` 1WFP APU @ ik G3Nrl P AE§iR E,J "'Y., ARATti3 nYkMGL 4. PLA � APFlJE4 aPYH 3 M❑. P. wIr p i R52TCu E,5 -'v ffiYp e? AN^ �: a an H VITH AANC1. TO t b 9 4A PAST J4 � 5' 15 d . encx. Oa 6 5. w. w [ U 1r. 0 nA Txv aonaH kff a w�, F,H., s it H I slits LtNu U r TH L 1 all c w E5 Nr, Fx'n oErarL F , u,.FJG Arvv HI}l, m!z ".:�'rnlnx�a s*a +J rN ;s,:s_ r,azwrt+t< r 1 OPTIONAL INTERIOR FASTENING DETAIL N,T.S. Y ➢•5.5. 5,1MI-19 ad: CK N •. U HAbaPrE SGu`Ebti 5'rJJ9 w! AS ERFD WI/#GNyTfl 4 Y' MJAf MIII IfSINNELTS Bfi4WNT PerA,a]❑rJ t0 A�lACivY PANPLY (C". PPE IS i Y - E!SDNE CDNLRF'*E. of 'a-rlv� Fam.1r7 sPAgNn dF TALE ♦E HQIIDw a1.H."2'.1a U!E Gi lr ANC!- W{YX+IP-AI<ING SaG..^•NG ralE of-, >M MS EVr TO OPTIONAL EGRESS PANEL DETAIL iN'iZRfOR FASTENING 7aeRnsF'�.A x§CB9 aN QC a FJ i 4 _ S W t>U ,. lxit � n _ a .E 9 Nf-1I Ilq CC rn K 0 W W �? a CV3 is V niANX ❑DJ NARDO, PC PEJO K5-19 938i 2,250".. D094„ 1-.1991 225D,•.. w t-r-a.050" su s1uRx 10 �94° O',75i1" L ��4IF �, WW /pAT aG �v -O B U I ,�u '. OD62°_ r., c-.:'-1,'❑,�1� TU12- .U1 ,.4AD195a 20375 962 5 .I„.� � 2:000" YP a."Ito ztG ��.250 2 " - 3p" ':UDa0 w9 53,72L:. --1,1aa1 very" HEADER r�•U'. HEl,pE6 @9UN.o-OIIT 'U' HEADER: n J G 3:360"MAX . 6113" R. „ , ,',�^'Iu-M 1,51 1:560'�--i1.5W" 1:510" 0365" 3t F5' 0.376" - 44gZ 0: ,: " p pp D.376':: D.�11" in. E y. 5D0°PANEL GOVERAGE� U17B 4 Oi 190 G,866 N� m f, _ _ -° as24•' O.zsO� O.CEO' nW 14,675° PANELLENGTH LOG. .150" I�. bn �2d�tA��PANE�L. �' DCRLYTtil 'j � Oa90" 0.090" .�NUA-vYl vt, 0�235^ ,215' ] 0" RE, 135"- .305' TYP TYP, 2'� 111 T R OJIND 0,090" 6,957" V BUILD -CUT Y' TRACK T ^. ?AC B 'F' - TR T C" 1RACK k VNSFtERED WN NICONSE i t o ❑.RR NPr= Lo ' 0375" Gal "11 k l 0_l9D" 656" Z p m 0 25 a =f � , REJEfe6ED nl x TY d ANBr�- tt�!<nX tE3tmioEol��n��E�t�oEoS a r$ z R I"y:u>cl Y E.3 CAtiF S UI IP t q OVERLAP i �\-25' MAX. 4 M,SX t, , t�DPJJ_ERtLLOSURE DETAIL r l:l D.laB S tl-1 c a`rrtrTe "•p ��fyj1:25"MAX, V Max.L \VV�1 VJ • ;, .... . y. n_.. , r , -... BUILD -OUT ..... rrT w d c .. DISTANCE : - '• Y!S l Jt i:l tsw a iFlnll .,. ..' i c -e.rs. rt .r,_aMa 1.0DD" a -C'i I J 2 6 it I ENIBEO �j 1A00" .y �1 s`aa.Ta •i _r_^TE..P-. F: i 1 F.r a "fill _m - OVERLAP -I x '�$�"� g9 E A YAiC MAX. n MAX tl HII i........ 1- ."" LICIT )rlAl yp9 MIN 4' r u 1500" wx.f u5 dL�G�$ p • F❑L EL " MAX:. MIN ':14�' 3 � li In l t. r'.'Tr rI ' � GGRy II i A qQ ff N �Cb MIER CLDSIM.E DEAIL I. EMEEA •:•��_ I µP. DWI F Ar JI ��.� <I vFcr r _. 666 f� TINP'M©UHT CLOSURE DETAIL m rt >r �Rp= V N T;It Sll33ii ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS N 12,5 OC, rf t ..il Flom P'r4&TL-A�Emmmmfflm�w • EM in Ii Imo; Im w//V/, W %MM,%/ 11 050 REMiMM®ERM rI fMEN ®IMMMIMMU EDGE 3/ 4" DLS NCE TA >3. i{ MAR SSURE ANCHOR PRESSURE TYFB REF SPMi IJP iQ a`-11' !er urt It1 h'-II' AF-15P 111 IUL IIY CONK TYPE C1- Q � CA CONK TITE Ci C; C3 C4 CONK YYPE Ci C2 3 'C4. 0"', xT ENSED 33 IAt': !:f:rzFw 41 46 52 Ti t2 S 6 t ,0' 1 0 @ ]09" 12 S' 16 Q' 160 75" ]2S 0 160 16 61" t 5 so' 8.5' 1 5 ' _ 15➢ 1�S 12S 1-0' 1 GO 7 12 S 160' L4 bU 7 12. S 160 ]a:] D9" 4 25 LZ 5' �❑' 7a 360 1a,0' 14 7' 6.9" 5.0' 12 5 12.5' 16 ❑' 15 ❑ 1 6 ' 4.7 .❑ 14,7 D.❑• 12 5 iZ 5 lv�❑" ]4 ]' ,6,❑" 1E ❑' 14.7' A.O" a 4 A 011! i L!1 C 16C 3' U1)OCSC.W 41 4a � Si 72 1 2S 1fi. ' 16 O 0 1 0:]" 1 S 2 16 0' 12.1 2.❑" ]2:5 6,O" 10.e' 6.2" LZiF,Sb D` 141 ad" L25 1613' 9,7 5.6• 12.5 160 1 '3.7" s4" L 5 3 s t3S 1 0' ILO" a. Sa r!' f11 .D'1 96' 70' P'4^' 5, 6'" 12S 125 1 35 160' Ifi❑' 140' 9';6 Sfi" B.o ifi` 9,6 6.6" 12:5 32.5 12.5 16P 96" &6" l ❑ eS" 98" .a 9.e'r B" 1�5_ R B 1(4" A 3-if4' CM DETT 33 TAPCW 'C. 41 p FA£' yy 4 6 T .tlYrW11NA Sti: T2 1?.S' 16.0' 16,0" 12 S 1 0 11.5 12 9 1e 4 I L25' 16 O' 13.3" 1 S 15 9 9.2' ]2.5 Sa,B' 9.21:' 1 5 2, J6 1" ,a1 1 .4 12 5 16,0 4, 1 '12S 160" 9.1'r' L2 5 i2 5 16,0' 14:5" J..D' 91' 12 5 12 S 1' 0' Y6.❑' 9r1 9.1' 12:5 12.5 16 0' ifi ❑• 41"' 7 1G' ENBET) 33 11"/ +fa k titi" 11 W9Q IVIhP A 1•! ❑ NuSxmn Afi 0 0 52 I '�-I^'^' i2 L? 5 i&C 36 7 .3" 12 S 15 5' TO ,i' S 12.5 13 6 5.3.. -4:5:, 12 S 1a:0" ❑ 7 5 9" 12 5 1'u 5" 4.8 41" 6:25 i2 A.9" 41" 4 L2 5' 15.4' S4 5.0" 6 25 12 3'" 4.7 d O' 6.T5 12 3 0 L S' 3 16, 2 ' S 5 4,?" 6 2 S 12 3" 4.7 A D' 6.25 12 i ' 9.❑" 41" 62S* 12.3' iH' 4.❑" e25' 123" 4.T' 4:p" 6.25' 12.3" 4:1" 'a:D" ANCHOR NOTES: 1 ANCHORSCHEDULE A PLIES TO ALL PRODUCTS CERT1F1ED HEREIN, BUT ONLY PROVIDES MAXIMUMALLOWABLE ANCHOR MAXI MUM ALLOWABLE SPANS ND PRMU RES INDICATED CATED SPAN SCHEDULE SHALL APPLY,Z ENTERANCHCM SCHEDULE BASSOON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR -TYPE SELECT (DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DE5IGN LOAD ON SHUTTER AND 5ELECT SPAN GREATER THAN OREQUAL TO SH ITT ER SPAMSELECT CONNECTION TYPE BASED ON APPAOPRTATE MOUNTING CONDITION (SEE MOUNTING DETASLB ON SHE : 2 FO TOE FI CN flF CONN IO Ti'PE .. Ef R NTT CAI( ECT N K 3. "PANEL FASTENERS" ARE STUDS USED IN GON)IINGTION fNTH ALL MOUNTING EXTRUSIONS FASTENER F F"-TRACIE 1UOT+ED ANGLE Er£ ❑SEE25 d:r.0 PANEL ASf ER SPACING TABLE VALUES OR ( N LL°ii"-AND"U"-HE DERS (INCLUDING CONDITIONS) A A ( N R ) 4 ANCHORS SHALL BE INSTALLED IN AOCQRDANCE VVITH MANUFACTU 0.ER5' hECOMMENOATIDN6 5 HQ"OW BLQr'K HOST STRUCTURE SHALL CONFORM 70 A5TM C90 BLOCK: 6 MINIMUM EMBE4MENT SHALL BE AS NOTM IN ANCHOR SCHEOULE, I 7 MINIMU EMe DM TANG EDGEDISTANCE NCE EXCLUDES STUCLY] FOAM PRICK ANOOTHERW L M E EN A WISHES WALL FINISHES TALL BE tlMi-ED TO L 4 AM 9. SHALL E VERIFIED B OTHERS O Fi HES A F S Si- M R A li Y DTHF 7 f V DE U TEL TRANSFERL O STRUCTURE A R A 4 GADS T HOST 6. CONCRETE ANCHORS NOTED HEREIN SHALL BE. EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9: WHERE €XISTING:STRUCTURE IS MOO FRAMING, EXISTING CONDITIONS MAY VARYFIELD VERIFY THAT FgSTENE{A5 ARE ]NTOADEQUAT'EWOtlD FARMING MEMBERS, NOT PLY WOOD. FASTEN,WG TO P YWCOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, To LWHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4' (MIN,) WOOD STU D (Y,' EDGE DISTANCE 7S ACCEPTABLE FOR WOOD FRAMING) V4000 STU0 SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER DENSITY LAG SCREW SHALL HAVE PitLURE PAN HEAD OR HEX HEAD. 1L. REMOVABLE ANCHORS ARE OEWALT PANELMATE ALL -POINTS SOLID SET & BRASS BUSHING- L2. MACHINE S:REV:S SMALL HAVE (h "MINIMUM ENGAGEMENT Of THRER D51N7D THE BASE ANCHOR AND MAY HAVE E A PAN HEAT, TRUSS HEAD, ID WAFER HERO (SEWALK U-N.D. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO MOTHER WALLFTNiSHE(SHE S. 14 M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 15. * DIRECT MOUNTING CONDITIONS_ 16. LINEAR INTERPCLA71DN 15 Nar PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET f� •4-E N N > N q) Q O O C .� U CL 0 O ('13 � 0 O L O ^, W Co 0 L;r, L,- p ♦V > . N Co L //+''��y�� "0to 0- VJ Z Z W J W C_^ co O L T U O L U r^ W LU = Q Z Z Q J SHEET NO. SH 1.5.