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HomeMy WebLinkAbout36382 Camp Fire Terh ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proofing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 7.0 REV. ELEVATIONS PER G.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. A INS on 11 1 -01 MEN n, loss mom on 0 ELMO r 44 own ONE MEN 11000 loon loom NO on 11111111111M ON TTzr�Cr7,�J"tl l�'�`J�I:I .1 i - �_ 'T j-T Lli Jz�r J lfr zit 11r1r I ,T'I . [ L l_ I L r 1 L f'Z J7 I tJ. t T7 I -T n� nnoo u❑ten [ME]� nn �ouu � u❑nn oo � nLd uuuu r nnn❑ nn 00 � unnF] oEllu❑ U�1] 00 771710 ❑uuu l UII 1 0 0 ❑eau unnn 0 C1[� ❑a❑a i ii 3o❑ �10 �� - a❑ui__ � r :goo❑ 00 [l �lF11F7F7F__T__111 L�L. -1 i 1i: _i oo❑❑ �l[-1l 1 u -inn nnr. ii -i � nnnn 7 it _ ii _ ii 1� - r _ it inn UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 6 — UNIT TOWNHOMES (ACCCCA) UNIT-C 1624 LENNAR� 6-UNIT TH (1532-1624) UNIT -A 1532 INDEX OF DRAWINGS 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 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN U 7.1 EXTERIOR ELEVATIONS EXTERIOR 7.2 ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN 11.1 FIRST FLOOR ELECTRICAL PLAN 11.2 SECOND FLOOR ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PROD CT APPROVAL U SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. c+7 N O N -fl ar =a a v ♦r _ c C..) N — x L 1 G 1i- o- y Ry o y O � 3 cc eo a, U W � a� 3 C.L : T G C !_ � o a u 0 Of W/N '0- r =: {, w F _ cm a C a O NF ` 36� (9"P To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �� oo ENN I� 0p 0 8 O N VR.dca► -� !LLB 0 LQa 16 6 �040 u 0. a a �LL LL a z Z .2 @o� 2 ° o 13 � W � � � � w Cl)Z N :Z ILW N = o d ❑DO W 0 Z N Z $ � Q � a J E3 Z c1 V) .0 .8 0 -J 15 _ •U o Tr, g O C CN mks T c f a E Eo E U oLLz® z oa ~ (O 3 tt J U O ZE r in 'o c C_ '' Y � m 0 Z m �0 4 LL l W 8b T � �u o �O JL a mw �gg hz =S _ �5 lJ M po w� c O 0 > 00 U r rn N C CO ` 00 M t T U_ a r N ,— �- N E OTO o cor m 04 N 0 c0 Ln M cM Lo C N N QM O O O CD N T M T L.,t') T M M �; � o Z Z E E M C a .�+ c'� C JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 1 01 3 v I N i L0 v Cn CAD N N J �i- LO CD 0 I Ln rn 0 CID CN N I CO 1 GV M 0 o- cn N I J Lf O I LO Ln 0 I i `v V0-7 0 0 c Y Q N a v c c J c 0 J LZ M cV O Ln 04 0 0 0 a rn N O LO LO 0 Y N C) LJ a� P N 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w W Cna_ CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" s #5 CONT REINF. SEE FND. FOR ` QUANTITY #5 X 25" X 25" CORNER BAR ONE F FOR EA. HORIZ. ., REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. A d° e° TAA - e - ° o ° ° d P .• A • tl• a (4) #5 d ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"= V-0" 5x5x3/8" A36 STEEL BASE PLATE 1 T C 111111011 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL ��j SCALE: 314" = 1'-(" 18'-4" it18'-0" It18'-0" 10 1'-4" 13'4" t. 3'-8" 1 3'-8" v 13'-4" J'-0" '-0"r. 13'-4" 1. 3'-8" VERIFY LOCATION OF A/C AC PAD Y-0" x T-0" x V-0" L (2) #5's PAD S3 2'-0" x 2'-0" x V-0" H wl (4) #5 E.W. wl (3) #5 E.W. � oro C 4 A -4" ELEV. FIN. CONC. SLAB CO S3 co a1' V-8" 3'-10" rn LN L - - - / -4- I f 55 d' D1 TYP. @ 2-STORY U.N.O. ■ PROVIDE 1-)/ RECESS OR (— SLIDING GLASS DOOR. EFER MASON'S SCOPE FOR V fIDTH ® I M I S3 r ® I VERIFY AC PAD LOCATION OF A/C PAD L E 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. CONDENSATE CONDENSATE cji LINE I LINE 1 w -4" ELEV. FIN. o 1 CONC. SLAB 2 2 n S-10" 2'-8"I I 2'-8" 3'-10" S-10' 6'-8" W. � I � I I I SYMMETRICAL -0" x 3'-0" x V-0" VERIFY wl (4) #5 E.W. LOCATION OFP D AC PAD L HOSE S3 2'-0" x 2'-0" x T-0" BIB w/ (3) #5 E.W. c51 CONDENSATEOIL I Fi4" ELEV. FIN. LINE 1 CONC. SLACn B 2 -4" r _ _ PROV E 1 Y" RECESS FOR _ PRO DE 1 "RECESS OR r TO I I F UI 1-A-S` 0-0T19rR F SLIDI G GLASS DOOR. IEFER FO I I I I MASO 'S SCOPE FOR WIDTH MAS 'S SCOPE FOR IDTH I I PROVIDE LINE FOR D1 W PROVIDE I I I D1 IC MAKER NE FOR I M I I `a M ICE MAKERPROVIDE FOR D1 I I 1 co ICE MAKER S3 I I I S3 I I INDICATES FILLED CELL W130W -, �PSI CONC. GROUT FROM FTR. r� / j TO BEAM W/ 1#5 REBAR VERT. 3 2" MIN. 3000 PSI CONC. SLAB FOR I I I 11 I ABOVE SLAB. TYPICAL @ ALL r T HERNANDO COUNTY ONLY. 3Y" MIN, I I r I I I I I� I I PLACES SHOWN HOOKED FTG. JJ 2500 PSI CONC.SLAB OVER 6 MIL. I I L I EXT. ABOVE SLAB. GRADE 0DOWELS 125" V VISOUEEN VAPOR BARRIER STEEL I I e DBL. SINK / °0 I I DBL. SINK wl I I °Q DBL. SINK wl I 00 C.J. _- - -_ DISPOSALCD DISPOSAL _ _ C.J. I � DISPOSAL cO —- -- � f�f -— - I (IIIIIII I I I I IIII r� II �� III I I II II II II 1 1 I III II I I I L_J J I I I L_JL_J I I I L_JLJ 12' S " 5,_104„ 5-9j' 12'-4" I I 12'_2 „ — PWO I PWO I I pwp 1 D1 D1 1 I D1 U 14'-6' I OL 0'-0" ELEV. ® I FIN CONC. SLAB ---I- - - A- C.J. _ I GG 1 S3 ® I I @ FOUNDATII 110 I� 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. a III I III I ,III 3'-1 " I I Y-10" 4'-2" 14'- 3'-10' OL o I I I q q I I I I I I I 0'-0" ELEV. I IOL 0'-0" ELEV. `n FIN CONC. SLAB I I FIN CONC. S.77 1LAB I I I I I I GG 1 1 GG I I I @ FOUNDATION I I I I I @ FOUNDATION I I 1 I I I I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" I I °° I I I `_ JIB —I`-- Jto I r -I I I� 1 1 'I' I 1 co 1► I I I LM (ELEV. APPROX. I I I I I I I n 1 1/2" BELOW F.F. 1 I I 1 (ELEV. CAN BE NO 1 MORE THAN 1 112" I 1\ \�/l� I I I I I-- — 1� L ■ IBELOWTOP OF — — — L_ J L— — EGRESS DOOR (THRESHOLD. FIELD 1 I I I I I I I i VERIFY N �t I I I I "0 K I °0 K �q I I �. PROVIDE 12"RECESS FOR HI H.W 'I N I� W.HI io L� _`+ �J S3 i0 PROVIDE 1/2" RECESS FOR PROVIDE 12" RECESS F R iQ S3 FRONT DOOR. REFER TO � a I I 'v LFRONT DOOR, REFER TO L_ FRONT DOOR. REFER T MASON'S SCOPE FOR WIDTH 2'- 0 ' 2'-10 " MAMN'SrSZ�OfEFOR WIDTH MASON'S SCOPE FOR WIDTH 2'-1 Oj" ■ ® ® ® FM24 I FM24 ® ® ® ® FM24 4" / I I I I 4" / 4„ / I II A' All 1, A. -I A" -4" ELEV. FIN. CONC. SLAB C.J. S3 \ S3 K S3 CL- W C.. 2 -Eowtv L LL LL Wo 8 120 13 cl Co W r z '(5 0 LLJ Z IL m ClU) 27 CA ) co . 6" 10'-6" I O" '-0" 4'-0" 1I-8 1'-8" 4'_0„ 0" 0" I 10'-6" 00 �? 4" ELEV. FIN. o 9 I I -4" ELEV. FIN.1 �* I I CV)`f I I CONC. SLAB I I io I I PW01 CONC. SLAB I ® I ® I PWO I I C.J. c.J_ _ 4 I I 4 — — oq — �_ CO C.J. _ _ C.J. _ COI W � W 3'-0" x 3'-0" x V-0" N ON I 1 " I I I I N ELEV. APPROX. � ELEV. APPROX. wi (4) #5 E.W. I 9 1 ® %^ "BELOW F.F. " BELOW F.F.1 I I � ELEV, CAN ENO IT ELEV. CAN ENO ® I I I I F I 55MORE THAN 1 112"MORE THAN 1 1l2" D- 1 I D1 D1 I ■ I I I I I BELOW TOP OF I EGRESS DOOR I - °� BELOW TOP OF EGRESS DOOR i 2'-6" x 2'-6" x V-0" i � I I L I 2'-6" x 2'-6" x V-0" q 9 I I I wl (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. I o A FIELD VERIFY I I FIELD VERIFY ih S3 I 1 S— L_ — U o + I "SEE S3 I I S3 I S3 _oq Q S-3 FOR `0 ■ * HOSE RECESS OPT." T — J — — — — - I i� — — 00 — — L — — — - °0 BIB L I L +' c' N "' S3 S3 HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS MIN FILLED CELL WIN FILLED CELL BIB BIB W/IN FILLED CELL 8'-0" 1'-8" 1'-8" 8'.0" it 1'-8" 11'-4" 1 V-4" 6'-8" 6'-8" V-8" 8'-0" FOUNDATION PLAN - LEFT SIDE SCALE: Y"=V-0" e+ N O N . L[: o O - d� > W V / G /C V N N 10 O 6 i N � Gi •W, E s c d o = Q iv c N � C o. u w - • ,'::. _. ; `. ti' E`er 1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the Brewing pages bearing Engineers signature and seal. • a p � c`P i O �Mv� u. a a Z Z L o� �O� O W J aN Z � y z O U ❑0❑ W z z � Z A a. N Ow ca r- � Z M Q L� E ?K QN EO lJ wi as � r0 O Z p�p� OV O n i W. Z � C SY ZLL m J .8 s'z ri u 3 ° O > 00 a� co L L OO M (� T LL r ul) r— Cr N E �� UO (O T� U t— OTO m N CV F— � O Ill') 700 = N N Q � N Ca T cD r LC) M o Z E E .. a; c a U .� Q p .� JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 2.1 v 3 I cD N 0 i cV r"•') Cr C c F, Q N J co r` un 0 Ln 0 I i I N co i N M 0 V cn 00 N I M N -N J r0 CD 0 I r\ u7 0 I r'M i L v v rn 0 Cm Cm c 3 M N 0 a 0 0 OL- 0 U J LZ r� 0 CN tn °0 0 0 a M CV 0 M 0 Cn 0 w m 0 0 a v N 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 UPPER 1J3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN LU Uj d CONTROL JOINT DETAIL SCALE: 1 112"=1'-0" '• =�• #5 CONT REINF. SEE FND. FOR • QUANTITY #5X25"X25" • CORNER BAR ONE FOR EA. HORIZ. • - REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. 4 4p qA d. doil C d 4 + 4 _1 � a � 4" e� 4. n• (4) #5 d " REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 _ T = A 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/ MIN./MAX. 3" EMBEDMENT SYMMETRICAL 54'-4" 18'-0" it18'-0" 18'-4" 3'-8" 13'-4" d'-0" '-O"1. 13'4" 3'-8" 3'-8" 13'-4" A t-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 V-0" S3 w/ (3) #5 E.W. 4 7 I F CONDENSATE i LINE OIL 4' ELEV. FIN. 1 o CONC. SLAB o" 2 0, . n" rn 4 All e, en VERIFY VERIFY LOCATION OF A/C t AD AC PAD LOCATION OF A/C PAD PAD (2) #5's L S3 2'-0" x 2'-0" x V-0" E HOSE 2'-0" x 2'-0" x V-0" w/ (3) #5 E.W. wl (3) #5 E.W. CONDENSATE CONDENSATE 1 4" ELEV. FIN. LINE 2 ' � II I LINE CONC. SLAB o 10'-10'-8" I. 2'-8" 0"6-8C23'-10 L S3 IU OIL 4" ELEV. FIN. CONC. SLAB W PR VIDE t "RECESS FAR — — P VIDE 1 y"RECESS FOR _ _ _ _ r_ _� _ _ r _ _ _ PF PROVIDE 1 2'RECESS FOR r I I SLI ING G SS DOOR. REFE TO 7 l (- Il i GLMMR. R T6- I I I I — t SUNG G SS DOOR. REFE LI MAI, ON'S OPE FOR WIDTH I M SON'S SCOPE FOR WIDT I I MA N'S SCOPE FOR WIDTH I PROVIDE LIJ I I °Q PROVIDE LINE FOR � I I D1 CEOMA ERnFORVIDE NE FOR i I ICE MAKERD1 I I I � D1 ICE MAKER I INDICATES FILLED CELL W13000 I S3 I I S3 PSI CONC. GROUT FROM FTR. _ TO BEAM W/ 1#5 REBAR VERT. III i 4_ I I I F` L I = ABOVE SLAB. TYPICAL @ALL I I I 3 2" MIN. 3000 PSI CONC. SLAB FOR y T PLACES SHOWN HOOKED FTG. I I t (I l I 1 C1) I ce) I HERNANDO COUNTY ONLY. Y2" MIN. `-1 I� � II � I I� � � I �2 I f DOWELS 17" EMBEDMENT W125" J 2500 PSI CONC. SLAB OVER 6 MIL. ,J _ EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL 1 I 00 I D®8519161iltiwl °D I I I I DBL. SINK wl I I I °Q DBL. SINK wl I `D DISRIDSADSAL C.J. CD C.J. _ DISPOSAL cO DISPOSAI,_ _ _ _ C.J. IIF III o II �� IIII I IIII �� 11 r, III III �� II �� IIII 11L JL JII 1 1 I I I I I I IIL JL Ju I I I Ill- I JIII I 5'-9j" L 12'-21" I 1 12'A" W01 I I I I W01 D1 n I I D1 c 0 I I I I T-10" 14'-2" I I 14'_ 1, I I I I I I 0'-0" ELEV. I IOL 0'-0" ELEV. FIN CONC. SLAB I I FIN CONC. SLAB GG s3 I I I I @FOUNDATION I I I I I@ F 2' 0" 16-0 6'-0' LID IL- jI I I I I L—I— � I 7-1 77 No I I �� K °P I �\l �� N S3 P OVID 112" RECESS FOR I I>ROVIDE 1/2" RECESS FOR I "v FONT DOOR. REFER TO _j R��ONT DOOR. REFER TO -10i" SON'S SCOPE FOR WIDTH MASONUCOPE7OTWIDTH FM24 4" 4" I I 10'-s" I o„ „ 4�_0 , 1 1_8" ._�„ 4�_0 ,_o, o„ -4" ELEV. FIN. 9 a0 4 I I CONC. SLAB 1 I I I v I_ I I wo1 I I D1 d I ' 2 I _ -CJ- o III - - - N C,J. + C.J, �' 0 O N 4 I I I I ELEV. APPROX. I v l ELEV. APPROk Cn I I I® 1-1/2 BELOW F.F. T 11-112 BELOW F.� I I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO D1 MORE THAN 1-1/2" MORE THAN 1-1/2" = BELOW TOP OF I I BELOW TOP OF = 1 2'•6" x 2' s" x t'-0" I -��, EGRESS DOOR° I I EGRESS DOOR wl (3) #5 E.W. THRESHOLD. I THRESHOLD. 10 FIELD VERIFY I I FIELD VERIFY * L NV \ 1 (2) #5 VERTICALS CONCRETE �� WIN FILLED CELL SLAB PER PLAN V-8" 8'-0" FM24 BOLLARD DETAIL 1V-4" SCALE: 3/4" = V-0" 1 S3 I S3 4' BIB M S3 34" x 3'-0" x V-0" w/ (4) #5 E.W. A C?S3 cO V O r _ N �I _ I W01 I I T-10" 1. 13 -10" 0 4'-6" 7_ 9 I I I I I I I I OL 0'-0" ELEV. 1 FIN CONC. SLAB _ I - 4 10E _ I I _ _ c.J. - �- GG I I I I I I GG S3 I I S3 OUNDATION I I I I I I @ FOUNDATION I I 2' Io" 2' 0" in ;o r -I—T—I- I IL _1I IIle�I I I I I I 1'I I I = I = El 4 I^ ELEV. APPROX.1 1-1/2" BELOW F.F. ELEV. CAN BE N01 — — � L �Ji \� �� � I — — — I MORE THAN 1-112"I . BELOW TOP OF I EGRESS DOOR THRESHOLD. FIELDI = I K N W.HI i I /Y N K VERIFYI PROVIDE 1/2" RECESS FOR FRONT DOOR. REFER TO J 2'-10" - 0" MASON'S SCOPE FOR WIDTH FM24 I ;�FIV!24 I I I I im r7 TFA I M /M -4" 10'-6" 10'-6" I �01 _ " ELEV. FIN. I I 4' ELEV, FIN. CONC. SLAB I I CONC. SLAB PWO D1 C.J. C.J. o I oN 3'-0" x T-0" x V-0" I I 1 � 1 w/ (4) #5 E.W. 55 I I I 55 D1 ( Di I I � 2'-6" x 2'-6" x 1'•0" I _ w/ (3) #5 E.W. I I o J I I J S3 S3 I = S3 1 I "SEE S-3 FOR � Q RECESS OPT." 'n C? — --- I. — — J - NV (2) #5 VERTICALS (2) #5 VERTICALS WIIN FILLED CELL W11N FILLED CELL 8'-0" V-8" V-8" 8'-0" V-8" 1 V-4" 1 V-4" '4' Im m HOSE -BIB S3 / \ S3 7' 55 €q D1 '� TYP. @ 2-STORY U.N.O. O C1 � o 41 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=V-0" cis c Qn ar -o y W O = C2 O Li a, x o W•� c 'm' nx. y l0 O �.- Ul Q 4r N Y d y E t c � 3 � cc d �. d d c o d "0 7 am• .n y y =- G E "o c a W v`V Iv - l� � • •+ j `p` • e'er' '. 41 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. MEM 0 W 04 C J O .�+ y J # LL LL �NO " wa w a di co y w a- LL LIL C� 103�_ mr- ran J ?� Z O 0 S �"' Q 7 ru N (o m W g 0!:Y N M Z 0 N H z 0 ❑ ❑ ❑ Z W z � z Q � N V) th .8 ( 1 W, 0 l T _z LL O j • C) Q Y N C� � � M N w a � E n w t zs zp QQ p E U o� wi ❑a U �aU� Z _E Cn C �v sa oo z m J ''¢u B 3 K r N Z ° � V W v w Ez �z J K ¢�~ z C U o 00 TT(Da; M d. CN N CO it... i 00 cM �n (d U_ .- r rT N E M 00 co U T r- 0° N CV oCN M co L -) N N 00 M O O M 04 v/ T Ce) T--" T LO Z Z c O JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 2.2 er O 3 .o I co v N N v C V) 0 N I M N L0 0 LO O I N I cD N co i in 0 N N J CD rn O I 0 I M i F_ V N Q qM 3 Q N 0 a N E c iu i ri 0 J a> Li 04 CD 0 N N rr0 S Y -i N v v'> OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 00 BATHROOM 2 SCALE: 3/8" = V-0" N M WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 184X71J S.H. 1 H2 27 1/4 X 26 26 X 25 i S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 IJ 36 } X 37 314 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 J 52 4 X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" DRYWALL TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 1 1/2" MIN. CLEARANCE 3/4" PLYWOOD CASING (AT 2nd DECKING FLOOR ONLY) (2) 2X8 w/ 1/2" N, FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. - - - F. FL. 18 1z 17 1 1/4" TO 2" DIA - 16 HANDRAIL NO 15 LESS THAN 34" 14 �� NOR MORE 13 U THAN 38" ABV. 12 TREAD NOSING 11 CONT. \ �10 HAND RAIL METAL 9 U HANDRAIL - 8 b BRACKET 6 = BLOCKING AS iD - - 5 REQUIRED 1.4 _00 2x STRINGERS '� F. FL. ` ,, - F. FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. Cr`AI P- 1IA" = 1'-n,, --- _ 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 dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Y. inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralis: 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. -------------------------- OUTDOOR LIVING Q S3 9'-4" CLG. A.F.F. b CONCRETE 8" 6-0" 1 U-8" = 6-8" T-10" T-10' O q (� �' cnco cnn V Y [0 © to M 100 55 D1 STONE VENEER 16" SQUARE- CMU COLUMN ■ T-11" DINING 9'-4" FLAT CLG. TILE FLRG. LINE FLRG. LINE FOYER 9'-4" FLAT CLG. g TILE 0 ~ VT.O.M_ O3068 T-8" op VERIFY AC PAD LOCATION OF A/C PAD HB 5-SH 2468 REF 1 I I ' T-2" 6-7" ' O O I C7 1 10 KITCHEN Z ' 9'-4" FLAT CLG. TILE I I SINK w/ D/WDISPOSAL _J oo _77- r - - - J I 16" CNTR. AT 42"-I ;n A.F.F. 1/2 WALL � CAPPED r II UP GREAT ROOM 9'-4" FLAT CLG. CARPET 13'-8" _ GG a S3 2'-0I' L 4'-0" Z '4' I 2'- 4'-8" EN Y 9'-4" PLG. A.F.F. CONCRETE Mal in co g ac,O H 000 ~ = HB co 4 t- in tD 0 (V 5'-8" T-0" 2x6 WALL 2'-8" 4'-4° *NO UPLIFT* Q - - -- S4 -- - -- 00 to Lu H 1 04 m I TILE 00 1 iv v N 1� 2868 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" F T CLG. r- - - - - - - - - - I I - - - - --- I I I LINE OF 2nd STRY. I ABV. 1 - t I- - I **NOTE * I BILK. WALLS P RE 8'-8" 1 TALL FOR "A" NIT 5-8" 1 FROM FRO14T OF GARAGE I K I I TYP. @ I 1 GARAGE 8'x7' GARAGE OOR 1ST FLOOR PLAN -UNIT-A 1532 SCALE: Y4"=1'-0" D1 STONE V-8" op VENEER 8'-8" 18'-8" _ a 0 iD 0 iO tt 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) _..._ - - - - - - .40 3'4" 12'-0" T-0" 1'-4" 1'-8" I, T-10" 5'-0" T-10" 2'-8" © O MOD 25 SH MOD 25 SH ■ ® (39"x59") (39"x59") ®'® ■ EGRESSI EGRESS O 00 OWNER'S � 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. ® CARPET fV I e b o0 17'-8"04 iD b 40 6'4" U 4'-4" 1# 7-0" ® M.C. R&S 0. B TH I 22"x36" D F-0" FLAI CLG. ATTIC CARP ACCESS I C 1 a =T /, \\ 0" FLAT CLG j in 04 C") N I '� W N / ICARPET I PWO1 \/ L_v_� I D1 ® --- ----J >04 X4TYP. R&S v 2 I A O N M 2868 5 ® _ ' 7 cQ .:>4 _ 00 CIDx I;t N AHU 9 r 00 WEIR PA I~ 10 iD O R/A I I 11 rn 1 5.1111, 4-4- T-4" I I T-8„ 13 LOFT I ` 0 ® u') �4 8'-0" FLAT CLG. 14 t i 00 ^ c CARPET I 1 00 j I 16 I W I I 17 in I I UP 8 7' A.F.F. c 1/2 WALL CAPPED = 641'-10" N 9'-6" A O fV cn = rz ZIP <V in BAT © 2668 8'-0" FLAT CLG c ■ M.C. CARP T o j�a I WIC 8'-0" FLAT CLG. cV 1 CARPET 2668 c xs I N iD Cr 1 iO 'D 1 M BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPETCq = MTa _ G.T. - G.T. 00 F.C. FOR ELEV. 2023 & 4 `n MODERN ELEV ONLY. `O DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. ( 39" x 59" ) ■ EGRESS 3'-8" 3'-10" 3'-10" o ri 7'-0" 11'-4° i� ' in 100 18'-4" - - - - - - J 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 QE +26,6 / -29.1 +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SO. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. tV ca N L o o d -o W 7 W Cn N r C LL a N 4O C) Q N Y 61 �- c - - 7- N CL c E ti ap a �y Z r�r ,,/;// SSIO�P���,�� 11il1111'001\ 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. Lo Y m C s Ln # E 0* cn r-- t-- 12 . u_ W a rNi v d a ur OU U.u_ Z z 0 t @ c y fi pO W o N c0 m J Q I L�' N M Z O F Z O U ❑❑❑ W v R L Z N In z � z t V) Z v c D 0 4.1 U C_ 0 N N LL, o � N .(n w ® ~ E 8 i U o • ti Cw m wu Zs 2� aE n E �u n ,,. wZ z G �O Z�E (O d � ro o ado W Z C� C m2 '0 Z m ° aw 50 0M o1 aZ W �3 o m iz f .I �w G �- ag 0 0� U 0 12 > 00 iy to L L rn B 03 c9 ^, W � L OTO V CC4 Co� try N ❑- N ' E 00 o ca U r. r- r m N N 2 CV) 0 m in M cM L O 00 N N 00 CD O � N CD T M r C 41 M M o Z E T y m c c a v _J ai ¢ o JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 3 v I co N c0 I N x v O cnOr 0 N I M N 0 J L0 O I -a- r` in 0 I i I rb N cc i v cn 0 N I N 0 J �i 0 I 0 I r•� i v Cn 0 -o Q Q M fV N a E E 0 `v c c J c0 0 J -2 t_. M O 0 a. M 0 ZZ u7 ui ]G N 0 U-i 'v Cr) q r` MIRROR STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD DECKING F. FL. F. FL. 0010 Eo OWNER'S BATHROOM SCALE: 3/8" =1'-0" U1 BATHROOM 2 SCALE: 3/8" = 1'-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) 4 \ \ 11 \ \ \ \ ------------- \ \ \ 13 12 -711 2x 4 0 bo FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 } S.H. 13 20 X 38 J 18 J X 37 i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX71J S.H. 11-12 271/4X26 26X25} S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1H6 27X72 26X711/2 S.H. 22 37 J 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 501 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 381 52 } X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 624 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. \ ,--CONT. HAND RAIL 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 tH7 (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 U F. FL. DRYWALL Ir 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS . 1ND.c.AND HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/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 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guam's 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. AC PAD HB VERIFY LOCATION OF A/C PAD ------------------------- OUTDOOR LIVING 9'-4" CLG. A.F.F. o CONCRETE ED -0" 16'-8" 6'-8" 3'-10" 3'-10" YQ 6068 SGD °' ~ ® ■oo 5-SH 12'-8" © bo O ---- 2468BFREFo0i`° `° 8'-3" X-2" 6'-7" o I O O r DINING N KITCHEN W 1 1� N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z Z TILE TILE I Do I SINK w/ D/W DISPOSAL I I I O I FLRG. LINE 2x8 WALL o 16" CNTR. AT 42" in A.F.F. 1/2 WALL ED ED CAPPED ED 1 = 7 II UP 2 iio N I I co GREAT ROOM 5 9'-4" FLAT CLG. CARPET OP 14'-0" _ 7 co PW01 h D1 • GG 10 TYP1.. S3 11 1 2x6 WALL 7'-0" 2'-8" 4'-4" o LO LO 0o tD *NO UPLIFT* Z_ pW01 FLRG. LINE Q oo'-a OPVM D1 S4 N-----' TYP. I iv TILE 1. I rn t" ill',- x H1 FOYER I 11 9'-4" FLAT CLG. 2868 _ TILE °o 0 O $2 H oo ED 9�_4" N W.H. T.O.M. 0 q b� 7 4" 2'-6" tq 3068 BUILDER TO PROVIDE © APPLIANCE PROTECTION a WHEN REQUIRED c� PER FBC 2'-0" 4'-$" 1-CAR ARAG E 9'-4" F T CLG. CONC ETE ENTRY 9'-4" CLG. A.F.F. o N og OP CONCRETE ro 0 r------------------ LO I I �o I En I I I co I I I I u0 I I co j TYP. @ 00 j 0 co 1 GARAGE I I I I � I co I I q N N EV o�.,�� r±nonr±c nnno STONE VENEER 8'-0" 1ST FLOOR PLAN -UNIT-C 1624 SCALE: 4"=1'-0" --- - - - -_. --1 2ND FLOOR PLAN -UNIT-C 1624 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.16 / -29.1 F +26.6 / -33.5 ISEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302,6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND uuuuuuuuuou■■i � . //////// MO0,04 • - 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. EXT CONC WALL EXTFRAME 2x4 EXTFRAME 2x6 R CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED 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 4tW13 N o :: > W N y o t� C-oroX r C ►,►- tl A O 12 ccin (f N O 10 4 d y `V �t Z. c y E -c d � 5 Q 3 d d � •`° >-. J.' cs C E fo p o. u `: E• ` G \` \ • -� '•'i•.i...... �r �rif/rrr'I;iirtt59\\�``\`a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to S (0 fV � Vo pdQ QC� 00 N J J � LL LL 0) 07Mv� LL N 4 C a a JLLLL a t 2 0 0 M C E m W MI-N cp rs °' a - IL ILW co f0 w_ N Cl)Z 0 8 �E = OU ❑1]❑ W (D U R v Z N O Z n $ Q V) M v Q) CD8 (13 cn UJ 0 w to �V) c �, L c � <r � w see o � w z C" J w OQ EE �o !LLz® > a o O� a� 7u a rt7 : I- 13, < g w z n M C m ¢ r Y m i Z J yY0 aw N 03 Z W ra z a I w r ° .s 1 0 > 00 ~ 8 ui W C N N 0 I `- T_ C M LC7 (� T IJ. a r CV CV T 00 6 U) c U r r mCD N CV H 0 ca LL7 � .n 00 N N M O O Q T N M r T E W E 1 (� M j o z Z E T c d U _J v ai Q O c _J JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 4 -v, I co C- CN i PO FE v v 0 .c CV 1 M LO �Jp d- n O I d' LO rn 0 M I c0 N CO tV 0 v- N N r N J CID LO 0 I st- fO I M L Cn Q rn c Q N O d E 9 01 0 O C c a. v U J a2 LZ M 0 N \. M u� a� 0 0 a M O \\ LO 0 Y N 0 �i V) cn 1ST FLOOR BUILDING PLAN SCALE:Ya"=1'-0" sn c� o N o 0 W a, y- L G C7 C .d m 7C r0 a " y) Q lV L N y P Cc Oi y N E c d O a y Of � C ra, �ca c E ro c, ri Le �p,�t4�?�ti1f:71lfl�ff t_ T Gyar U �`yQ t 0 1\0,e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 91 W a E 8 C. r 00 rw- N N Zi - V .. O � — LL LL rn (� r .� U- Ul di a a yMV w 0 ? ZLCo .7 9 rY p 04 J a W 0 d M V F LLW N N Z 66 ❑❑❑ W z Q � ra_ � r --- oN7 U) Z + N LL W O W o ,V) R N H VI W s�p U Lv Q 00 e O M w � � 2 W n; 0 Z r, Q C. o E V o �z Z on. F� M5 CL o< 05 Z ¢� w� W 07 C z �4 � �O O U� z m N Jz�j N aitl YM1 Z �Z c� T W� M v zla 3 O •C O W co ~ `N N CN co �- � 00 T CV M L O COL T IL � a. r N r '—'- N cr r 60 -6 ' VU ! T r N N I— ca L O N N � M O CQ C37 U.) ce) o Z E r m rr— a " �Ng9 U J Q O r -� JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1/4"=V-0" M CV O N O o o 0 R O Cl- C cc C.i C'4 Ln a N ed O_ >- N O cc N Q N N a> •� Q � Q 07 V W O CC �p C cc O a V O LU 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 beadng Engineers signature and seal. 9) W I- A E $ N N Ch 0 -2n§ # LL LL 0 M M a W a Q LL u- o C7 2 on 13Z OL W°' Oo X 0 W cgnm m m W � ���Ap d W Z do ❑❑❑ W C9 � z N z Q U) cif• Ln VJ a cn L'U 0 LAJ � ® LIJ J • Q r O ¢ J LL z� �ry ¢o Q ca E U oo w4 z® oa UuU F O=U L z wZ N o � xz U ro 0 z�� Z 33U az o d p I- l- ch v w. '-5 >_ a c 0 O LA > 00 U N rn CU NCID ` 00 T CV M U11 (� r IL =3 a r N T f!• N G , 60 CU U U T �— m N N F--- to �f7 +-' M co Lo C N N 00 00 p O� cO N_ T M T T y c= cocc LZ o z E r N E Iu 0 M a .• v U � ¢ O c � JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 6 3 -o I co N i N Ln Ln <n -o N t N cc O I LO a I N I co CV co 1 M F- N I N J LO 0 LO CD LO I N cn O -n c N 0 O a F� ayi E 2 `v c c n: 0 V J m LZ M a N LO cm 0 a rh 0 M Ln 0 ]C V) UJ Co gJ„ C CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 9„ I lit 0 7" B KEYSTONE DETAIL SCALE: 1/2"=V-0" A WATER TABLE DETAIL SCALE: 1 /2"=1'-0" - l 1 -- I 1 , 12 I. 1 . T T _� .� _i rT I J_ C l : 1�1� 1 " L�J r - ( J T _ . - . _ _ \ 12 4.0� l _I..l I _.l- �_� I - - �4.0 I T- 1' r T T T � L T ll,_ 1_ I _, J 1. 1 1 7..I � .I�_r ITl - I \. -_ T 7 - r r _ Z _J. _I 1 _ _C _L T \. FIBERGLASS 1 1 J .I_ _ T T FIBERGLASS _ A I _ \ r T C 1 .l J. _1_ [ J SHINGLES z �Z I r- 1_.. -T ..z Z �T 1 . Z.J. TJ �. _ T J _ T - - - \�` SHINGLES I I T-I I- T \. l 1 J [ I J Z I l 1 J. 1. C �. ( I J l _1 . 7 1 1. .t �_ l ,I. I - l _ - T t I 1 7 7:: l J. L C T _ _ T 1��� I 1 f J 1- i- > . _ J _ 1_ _ C J� JJ. _ I , _ i T_�T�T T T .._ _ Jv T I`_.� i I � 1. � 7 [ � r TAT 7 I 20" LOUVER � 1 ■ 1 60 'i i i 000100■ ■ ■ i 1 iiiMIMI MOD25SH MOD25SH MOD 25 SH MOD 25 SH 1 ■ 1 0 TEXTURED FINISH MINI I E E EJ UNIT -A 1532 12 4.01 FIBERGLASS SHINGLES UNIT-C 1624 -- - T I IiJ_ I ICI Jti-.f T_J-1_I_ IIrJ I_T�f_z.0 Z ,-1 I. 'Jr LIF] C111 CJ ouuu �nn�= UNIT-C 1624 1.I-:Z_I g �ullLll IuJ[ul 0��0 � �1f JI I(--1 UlJto LJCI�� � r��nn 00 � m "o F.FL UNIT-C 1624 1 °UNIT-C 1624 UNIT -A 1532 rlr�rz�1J-� Z.J. 1...1..1_ FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" __._ __ _ T _ - _ _ _ _ T T I L 7 1 .. a J _ ! C � T 1 � T T T �_[_J IJ._ J � � =_F - � - 11.I. I .l ]. I �. J.-,C:LJ _ _.0 T `C LTT *z1. l -"_ T I1l 1I T ITT. 7 L� � ,T.---CT T -- T 1-- I T LT l J 1 r, A r4 T� T.O.P. - - I _ I _ _. _ T HDR. — — — — — — — — — — .— — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — Oa 00 &D oZ MOD 25 SH MOD 2 H MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH 5SH Z MOD 25 SH MOD 25S __1J._�I��rTT. I r J_ _.l _.- 1 11 r T I l _ I _ 1--1 l_ T.O.M. Z 7. . _1 .__ _ J J_..I. __ ___ J ,�-. - TE TURED TE URED ` FI ISH FI ISH I I I I L Ll - F.FL. _- - -- — ---_----------------------------- -i 6068 SGD 6068 SGD UNIT -A 1532 UNIT-C 1624 + 606a SGU N I T-C 1624 I UNIT-C 16246068 SGD 12 I )D 25 SH MOD 25 SH z I TEX URED FINI H I FIBERGLASS SHINGLES I 7 T.O.P. HDR ----- O 0 50 CD I MOD 25 SH T�-�. �- --- r -_ T.O.M o� F FL ---------1--------------- 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. 6" O.C. vertical) /horizontal) r compatible adhesives @ y y o co pat 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 awater-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 o sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or o f r greater joint expansion and contraction ASTM C12 1 AAMA proper 1 P 8 M 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 orches decks or stairs attach to a wall or P floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 en c*Q N d 'p C W r� C2 � a a `, o �+ t" C e0 U N 9l co . ; C u- G 3 h �o c t Vf y O R Q y C'V � a� y y E y c c, s 1 3 io ry oa .a �•> cn G..n W, 0 r ' J� cn: JF L O . r,l To the best of the Engineers knowledge, information and belief, the structural plans and specifkations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W F• N N � ' O � J N � LL LL LL NcNnv fA Q a a JLL�� a�[ Z A a W'0 O 1O � m d K W Z �2O�Oi w N r04 h Z ¢ y Z i- (3 001 t W CD Z � 77 N — N c7 z o v0� LL 4 •V _ c' �O �h� w N IVI� v) � ® U w E � 8 I � U ¢ • CQ $ Sr � � M o a w 2 a U_ liE� a 0 8 �LL �• Co pE U � a Z N 0 w� wz w 05 n7 '_ c - C In w 'J m 2Z Z J �Y <� s z0 T 3: aZ ti MI5 M � zmd n r u5 c O 0 00 U (t) � A CID ~ � L � �� M Ln Co T :3••� U- N T_ CV V E c� 60 W t eo N N F- Q ct7 LO M c M V) 00 N N00 CD co Q N CID Lf7 r r r y M 1 M M �; LO o Z Z c E U a _J Q 0 J JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 7.1 Cr, v I cD 04 CV co to I CV t2 o` Cr C V) 0 Q CV 1 cV CAD LO 0 J r. O r- O CD N I CO CV CO i v C Cr Cn 39 CV J O I O I i ID rn c r-) O i a E 0 x v c c J a J a, L= N N I'7 a: c� a N N Ih LO V v a ]C V7 Qr g Ui m 0 V) 12 14.0 l_ .. Ili-)_ L ._ FIBERGLASS - , l i 1�-1 1, jJ I�) C .l.I -, SHINGLES I ..r T �-�-".1 I l _ C_ _T_ � J Z I 1 ���T _� J�T":1_". t::�_C. I.T. :� f_J z1�7:� _..�J�� rlYlT T 1 T._. _ _ 1 J --------------------------------------------------------- B------------- ---------------- BTEXTURED 13 SH FINISH 13 SH -- 16" BAND— — -- ---- I — — — — — — J HDR. _ TEXTURED FINISH 00 35 SH 25 SH 25 SH LEFT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" T.O.M. ---- HDR. 0 o 00 , io - - - - _ 2nd F.FL. - - - - _ CLG. HGT. T.O.M. AT GAR. `- 8" FRIEZE BAND oo 60 O _I_ 12 Z_ -: 4.01— 1 FIBERGLASS _ J.. T G SHIN LES ' 1 HDR.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z? Z, 0 TEXTURED 50 13 SH FINISH 13 SH 2nd F.FL. — — — — — 16" BAND --------- ---- ------------ -------------------------------------------—--------------------- CLG. HGT. ----- �- ------ --------------------- ----- - - - ------------ - T.O.M. I - AT GAR. — — — - HDR. o - - --- - - - - - - - - - - 8" FRIEZE BAND p 19 TEXTURED ii0 in o FINISH 60 00 0 0 - ---------------------- SH 25SH 35SH - F.FL. _ - �� RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for per 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 N o N a W L0 C+ G M O c `c mK Goa W Y1 A cz ► CP f � 1 d Oi d is d m d o V r'" V, �W NNS 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 I .9 a O N ie n (0I» O LL li rnti�� LL Lu aivw° aZ �LL z C13 m �_°'°oL w _ 0ILW �IL roN_m J W U T°i J W Cl) Z N N Z OU ❑❑❑ W ca � z z o � V I i � v CA d w 11) 0 w U w � L e U ¢ ao N O o a U_ gQ`E �o 0° �V ® z E p cc U `u ❑a 8 V U 8, U Z ag @ �C $x�a O Z N J �ti > �z a g� g& T u> k W o� w WJ c O 0 12) > 00 U ca cc N ` OTO CV M LO M T CV r rT N E c� 00 W i'n U �— r N CV I--' O CD 04 LO r c'? M LO N N 00 M N Q CO T M r- LC) r y M 1 M M n o z Z c E T «j m c M a 0 _J a o c JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 7.2 4" � y Cm rW CEO C.3 N on d Y G LI A N t a )NyL d d G s 03 o s Q ytj +Y cc m 03 Ci u c E ca C) �0 W/V 2' 'Q , r � O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a1 c 4 J 46 LL 7 LnLU N C04 l)0 W Cc U- a U LL Z Z O c � � m � '� N t0 00 uj m u)�O1Q' W z CD w N C> Z y Z O U ❑❑❑ W CD z z z � � � C�Q n v� U I Vi' Z v (W 4-1 u LLJZ m C:j O U*) W o W 2 y N Q ra s� oz CO c� o Z U- . a fQ oLL » <s z0 E I— rp � � � CL O 0� Zcn N F.- a°z oo Wz � C� M = UYU z F Zd°z m8 Q) N O W. Q W z W T �j s ¢O u 5° a N z �LL t;y M �zy 0 Y H v $Ig U 3 c O S 00 co T � L D 00 r M L17 (d U- r N E 00 U) s U T In N cD N �-- O to Ln r M U-) C 00 N N CD M O Q N CO � Lo tD T C7 � r M y Ln o Z Z E T d c a Z ¢ o JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 8.1 i i M CV O N M LO d v 0 ]G V) O Qf m -o Li SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) & LAKE THOMAS (LT SCALE: 4"= V-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY O 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 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 31/2" (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 -10d x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2% 8-1 Od H FGTR 4725 3400 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)10dxl-1/2" HTT45 5795 5/8" ANCH. /(26)10d 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)1ANT SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4-4-1/2" SOS WOOD SCREWS & (1) 5/8" ATR --- --- M VGT - F 4940 3555 --- "-- N LUS26 1165/1150 "* 8651785 "* 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 -10d x 1 1/2" MTW12 965 810 14-1Od x 1-1/2" S VGT - M' 4940 3555 1) 5/8" ATR EPDXIED w/ SIMPSON I T 1 (2) LGT3 16570-M 6960-FI4730-M 5010-Fj � @) 3/8"x5" TITEN HD (2 PLY) or I u I MUI -M- 3965 3330 («) IUaxs w/(1)n/8••AIHw/1r MUGT15 4240 3730 (28)1UaxS'(1)0/8"AIHW/IZ" W I MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 4080-F 3500-M 3510-F 221l10d x 3.1SINKERS & (TITEN TURBO p �2 LY) or (60) 0)10d x 3.114' SINN KERS @FRAME 3310-M 4040-F 2920-M 3560-F x x (32)10dLUGT2 SCREW -BOLT or (64)10d x3"@ FRAME "X" HTS 20 1415 1215 16 -10d 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 590 510 12-1Od x 1 1/2" HHCP2 680 1 595 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 (+/- 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 (B) 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES.R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (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 1 -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (24/6) or 1% ' EXP. 1 (12/16) TILE: 1%32" EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] Cn c 0 N Nas .fl W • a� o O u a c*s c to c N — co u - c LL• o_ w y E � c y o ^ ,s iv m a) so �•y cb G n+ o 6. U J rvrti ��''�•% .; •r 6 - r.; F`a�:'� OFE ON�`��� S 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. 0) . Q E p p o 8 N N 8 N ~ JLL _N � N�'� ,o-# LLLL x0j0) CmdLL @ O0 M W "�OdaZW1: IL L w 04 NZ VH 13LCo ❑�SWkLdLL ❑Qd U ❑ Z W¢0 C� N w Q C U U w ® �— E _ $ d U °J • U)do �Q Q r?n N so0 o n� E xo _� • ~ G f' zo o 8 E z Z n d z z CA) Ca C iYc� o o Z Z Q) N o T Z 52 g 3 W O ¢¢7 N Z S W U a O c 0 LA >0ca N ai M i— T L 00 M � r CL N T N Cr E c� 50 u/1' ) ca U T T T— 0D N N F— p (0 LO N (V 00 O O C3 i r- C6 M 04 r d E M M �j L o z Z E 1T y C a. E 0 J Q 0 J JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 9.1 IUNIT-A :15:3:2] UNIT-C 1624 v+ I N CD i M F_ ;v v v- 0 0 Q m cV I rh N 0 J cp n O I st- LO LO CD a I 1'7 / I tp N co I N M LO 2 v r� 0 0 .n N I to 0 J CD 0 I LO CD 0 I rh CV v C Cr 0 c Y 3 M N O N / v C3. E: Fd Qi 0 v c c J a c 0 v J a? r rM N 0 N rn L ai S 0 a M CV O Ln 0 0 to 0 L'i m a� v N I� IUNIT-C 1624 SYMMETRICAL I 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. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPf SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 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)PL 1795 (2)PL 10 -10d x 1 1/2" 14-16d x 3112" (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 -1 Od x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -1Od x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2"& 8-1Od 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) 10d x2-1/2 K HD3B * 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 -- 5/8" ANCH.I (2) 5/8" STUD BOIL L VGT R/L 2225 1600 (16)114"0" SDS WOOD SCREWS & HDU4•SDS2.5 wl (10)114"x2-1/2" SDS WOOD SCREWS & (1) 50 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 I MTS12 990 850 14 - 1Od x 1 1/2" MTW12 965 1 810 1 14-1Od x 1-1/2" S VGT - M* 4940 3555 /4"x ' D W (115/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"44" TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M* 3965 3330 (22)10d 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 w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F V (2) LGT2 4060-M 4080-F 3500-M 3510-F TITEN TURBO (2 pL� o (60)10d x 3-11/4' SINKERS @ FRAM LUGT2 3310-M 4040-F 2920-M 3560-F ) 114'xTDEWALT SCRIEW BO T (or0(64)10d xx Y @ FRAME "X" HTS 20 1415 1215 (16)-1Od x 1 1/2" HTW20 1 1355 1140 24-1Od x 1 1/2" SP1 555 535 1 10 -10d x 3" SPT22 735 8 -10d x 3" SP2 1 1010 1 605 1 12 -10d x 3" SPT24 1090 12 - 10d x 3" HCP2 1 590 1 510 1 12-1Od x 1 1/2" HHCP2 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 (+/- 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 (B) 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'-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s" EXP. 1 (24/6) or 1%2" EXP. 1 (32/16) TILE: 1V32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREAT ' ER THAN t%, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS SCALE: Y4"=1'-0" LLT) CCA 09/24/2020 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] en N 0 N 141) o m =o N.- W I� o c 'I.J.) a L, Co C ^ fti Cj N / C — flmye +, c u- a t/f l0 O 4 N d C7 N YJ � y a W � n-• C ead � ,a co a N � /0 p 0. V ti i t I I tlllll����i \�01'�\\1,1 SRO W/v •,,��% •SE• U Vb .: CEO ECG 4 . O F L ,NN '�''✓✓✓�R O,-\ O" N\N E S S 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 N I.i N L _O C eJ dJ rn N o LL d Lu 4 Y C4Jti LL � Z �rn O o W �nm m m ond z W _Go ono IL Z N Cl)M Z U VVi H Z a_ W z z Z(D � M Z Q a � N - Z Cz Q) .2 �N l- J N W U � � 0 w $ Ln c � N 't) ro r-- iJ � E Q A � —0 N sm w J _� 0 � g U_ E L$ E zu u > N z® zEro CA C <a 01 mo z10. z s W m j U n �z s o w� O >_ W I" N a r OV c 0 O > 00 U M rn �-� Cfl H 00 M LO (d T_ IL Q r N c0 m U r •-- �, N CV -' M co LO C N N 00 O co O fn T- N _ C,O CO r r M M y `O Z c E T >v c a U JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 10.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PEFG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 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 e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;QO EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) rCHI 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) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I HANSON I 1 1 I BOX I 1 3" VTR �L I I I I I I OPT. LAV LAV I ` LAV I W/C j 1 3" SHOWER L TUB/ W/C SHOWER 3„ ��nd F FAR STUDOR VENTT LrJ DBL SINK W/ DISP. LAV I 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 D WATTS 0 OTHER D WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 -1st 10 KWat1 % 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 Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP 3R Cable #4 Solid COPPER Ground C.O. II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 0 DISCONNECT ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN �,> FOR OPT. FAN/LIGHT I GFI irn (U) (U)GFI ----- -- 1 DINING \� KITCHEN 1 FI00 i 0 i _- --- GFI ULJ SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M r \ I� \ I \ I GREAT ROOM 1 /,,>ROUGH -IN\ FOR OPT. CH FAN/LIGHT 1 y� � I I / I UPSTAIRS -1FVM. 7- ---- 1 FOYER G \ GFI 11� @ 44" \ W.H. A.F.F. 1 ` 0 I ENtRY I WPDB GARAGE LIGHT AS ) GFI I I PER SPECS 1 DB&GFI TO --- __�______ BE ALIGNED GARAGE VERTICALLY \ LIGHT AS TER SPECS GARAGE DOOR I GFI --------------- I I I I J I 1 Z I \ cr F a I \ WZ l 0 it N V I \ F- }�W I 0 \ U J W \ j0m DW I COACH LIGHTS OR PREWIRE AS PER SPECS 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: A"=V-0" srs N %0 to _ > W CD N co LIIJV M CrJ -d co YC o- N <tl O +- y d E o a eo y CU u � m c ca y G f7 p C1. V C7 N M n 0 To the best of the Engineers knowledge, information and belief, the structural plena 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. to F 4 g E O 28 ♦, ps N d m 7F J G N a LL lJi �M0� u fA L d J LL wa Z 13 Z crn o t MCI 0 W 033 t, rn "e 00 "j co V Z tun N O U ❑�❑ W 0 z Z r� CL V) v � w 0 ,� g t/1 w C) L C Q Y M � L q 5 IJL E � p S= za O > N Q Ri Q Cl <_ °� 9 r0 _ g 8 � s� V Qo Z r0 as z as w z Q) <�mo Z Cn a z W C15 C� 2 LL O at: iU 0 O > 00 F-- i m oz � CN Co ` 00 Cn Iln T CV T N E A 60 U) U r °0 04 (V Oco .+--' M CM L!') OO (V N 00 O CQ � N M Lei M M �; O o Z M Z E r u' w a U Q p JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 11.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 14. 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 --t TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rO EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT J ELECTRIC METER Jr- ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 3" VTR I I I I I I I I I I I LAV -T- — - I L TUB/ W/C SHOWER LAV 3" VTR jlI I I I I I I OPT LAV ILAV I I ti W/C SHOWER `od F STUDORENFAR VTI , DBL SINK TI W/ DISP. WIC PLUMBING RISER SCALE; NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP 3R Cable #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. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI AT, •Z� l� DINING KITCHEN I FI l0 GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM < ON ON .,\ /,,>ROUGH -IN\ C���\,FOR OPT. FAN/LIGHT 1 r� � I I I / FOYER VTRY GHT AS 10 =R SPECS / D u � �oQ \iL0� _ZQ0 0 I I I I I I rQFl—j 1 UPSTAIRS F rvvr�. GFI @ 44" ` \ W.H. A.F.F. 1 ` 0 I \ 1 \ L/ I I I GARAGE I 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI — — — — — — — — — — — — — — — I I J I I I0 z I IV ¢ I IO U I iA W LU I 5W COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL- UNIT-C 1624 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE:Y4"=1'-0" cYa cu 0 L0 o C2 0 ac o X r LL •✓ C O- N !O O ► y fl N t y •d. O N N � .e(Bit a� a, CD y E t c d o = C m m w rr tip sue• .a c � !C p E� U ch N O N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 S od Co �Z NOG yrbS #u7 LL �MadLL� C103 LLz _vrnM LU co � W O �mNco m�a 0��� j z WN M Z 8Z Z W C9 z N M z � .t5G7TQ�(j Z r; a N N z co (D Q7 s LL � � LU W U - o rU �V) U c 1— C 0 v � sm O � d= u J > "E h iz O � V z oa Q p ~ a O z Z ro M sa d° Cn cn ro � jUrc Y M o Z m 5 J ? ¢°� < W Y cz N WT � Em o v wa z�a �O a= 0 O 00 U to i rn co L 0000 C V M IL1l (� T IL a r CV r L� N Cr E ' M 00 � (0 U T r m CV N F— 0 to In 170 0 C M o rn �( � LO CO ` ai M 1 coIn (M z Z E �— m 4 U _ v A: Q c JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 11.2 OUTDOOR LIVING --------------------------U®UL------------------------- OUTDOOR LIVING I I I I ® I I I I I I 71— DINING KITCHEN 7CIL KITCHEN DINING I I ® I I I I I I I I r I I - I I O I L---J I I L - - - J MI GREAT ROOM METER BANK - - - - ® (SEE ELEC. RISER DIAGRAM SHOWN ON - - - - - UNIT ELECT. 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Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. $ QE ��pp 8 N Ip 8 'AN N O C (nrr�_- LL N O W d W w . LL li Ofe CLL/H roc 0 � �. E'Ag� � o ' �NtO m Q J c�a,0 d J Z ILW ° N ° S N M Z w rU OU ❑❑❑ Z W C� Cq pNpp M z O Q a C v) N z o � - s` 'U� �0 LL' 8 �N � ' U w r- E <� --U) o • mid Q N w S � qz w Cd E 4 Q 0_ ECI DLL 2 Q O 57, �o O Z d t z �J �xY �$ R '° 8 - rn z6 3z `" �w W C. CM o :� NLL =1a Cr 0= 012 0 00 U N iT m m � d' N N00 M L Co(a LL a r N �— N ECr c� 00 U) V •— m fV N O (0 LO C 00 N N M 0 O CD r N M r r 6 M M M ) c Z Z E T— M a ci JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 12 o O O O O •' 8F8-1 B/1 T 8F8-OB/1 T ' 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T C OD 'p'. ; "jo ; 4' .' c5'•; - 0 8RF6-OB/1T 8F016-0B/10T :IO, U-11 OO O O O 81=20-1 B/1 T 81=20-013/1T O © O O 8F20-1 B-2T °�°' O , ' 0 8F24-1B/11T 8F24-OB/1T 0 9) !� Q<AL KA TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH IN, (1) REQ'D GROUT / U = UNFILLED Q R = RECESSED JCLEAR QTY. OF #5 REBAR @ BOTTOM ° OF LINTEL CAVITY a ° M.U. S 8 F 16- B/ 1 T < 00 z 0 ° z ° ° 4 ° GROUT tNOMINAL,QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL- ° alw OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8-9OMINAL WIDTH MATERIALS tic precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi wl Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength =1900 psi. 6tebar 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 U180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in 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' 1-1/2" CLEAR J W QQpp • � C.M.U. 9(jX 1 m w uWJ WT00 J it W N O w ((Zo 0 #5 REBAR AT BOTTOM a o MIN. (1) REQ'D y LL H R 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 A 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 / 1— l 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL Cn CV 0 2 0 0> 0 LU C!1 C-4 N W C CO Q � N � C., .� ' 32 32CO =cD WM y CSC . _ y, C 1_ U. r. F 1.. n•�"". To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) st o O C J 0 W ,r 00°� % rL M `Ni v �yLL�y11 a U_ a So' u_ —S Z 1333 � 0 7 N 0 00 jn J W o 2 'te �Z K z IL2M's W �L oN CJ Lu Z � y = O U ❑❑❑ W Cl) Z N 8 v a N �4 �` s w Q U Owo V) C4 �Lo -12 (33 U c t— E 8 ® w � � QO sm �p (� M 2 Z 2 q tl'Z Q z® o O E �¢°¢ C, Z 8 ta° 4Y Wz a w 6- E 4 ❑ m Za' Z m 0)' '¢w ZzO w "i $LL 0.z W� T N N LL H 0 d � ° M d ilk U S c O 0 > 00 M AA`` W C N N TO cc CV Cfl (D H L � 00 T CV M IL O CO r E fl- �r— N T ._..- N !rT E V 00 6 U W T��^ m CV f— O CD LO M co Lo C N N 00 M 0 O rn CD r M r U-) w t1 ;� `r' c z M c E I—M y ai cc cc 0- U -cc cJ Q p 3 JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. L 1 11 3 -v ca N ra I rM 0 v chi 0 m N 1 M c`J 0 J LO 0 I 0 I N / I co N cp M LO v c� S Q cil 0 co n a I LO 0 I N 0 rr� 0 c N N a E E: O x v c c J 0 v U J w LZ N N 0 0 a M a ZZ rn ai G Y O Ij mod' m v a> 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 R3084.3, 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT FCONSTRUCTION. THE COMMENC 0 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 Y" y4 MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' 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 A36136M 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 n " " _ =.4 1 =.14 1 =.162. FOLLOWS: 8d 0131",10d 01 8 , 2d 0 8 , 6d 0 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n 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/sprinklers stems includingg all risers and spray heads shall in t be installed wll hin 1'-D" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ogerpo r and mortar along the foundation perimeter must be removed be�ore exterior sol treatment. 10. FBC-R R318,1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An ext@rior verti I chemical barrier must be installed after construction Is complete, includingc(andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". 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. C a ni d� 7 W 117 i a e o C7 c C IC CJ N m .: LL a w O N N s N Y 3 = w CL m c o d a W ca a> c <c a ct_ • �n cs � �o r, ^a4'iiiid6,f ,0 aSt©N IA \�\. r"IllNIl R 11,1.11,VAXVVA 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.MIN W Ir C O E 8 N v go 0 . J 93 �LL� NN O� LL LuLL 4 � M � � W J LL n. Y z _ lc ma 0 �.13 t @ O p p i W°' 7. C f m � Q °' d LL= W � W� z Cl)z N O U ❑❑❑ Z W V Cl) o z � z U) N^ z W '` y 4-J cn W co � � V -� O LIA N :) (� r- rn r ! <� allU W J .- E g _ o M w z __j � o z p a Mary EU ❑a wi zp oa ♦- ru � a &� Q O 4 0 Zg� H ap `g ¢Z w ID Ca y m$ z� z N NO >z z az W Cp Nw yLL Q� ~ =S 9 , K0 F I�WW C> � c O 0 >oo U rn r L 00 CV M LIB CID T LL r T CV Cr E M 00 U) U r CV co C14 F- 0 c0 LO co co LO C 00 N N � O c? O N CD r M r T m Mf j ` , M lii o Z Z E T y a Ehi U _ Q o JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. K� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L HOME H C G GARAGE SIDE 0 0 O 5'-0" a - c� STUB -OUT FOR 1'-0" 0 9 c GAS METER 0 o � U o CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS rTOENAL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING U Backer and Filler Block Dimensions BCI Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r J 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) —I Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 1lca 3" /1r1r11 nails at A" n r "_T Provide adequate bearing for each lapped joist. todnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w CONT. #5 > STD. 900 HOOK BAR CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D ! ! �l— COLUMN AND _ ;,_:: _= ' SHEATHING PER PLAN CONNECTION l 1._ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI FL MASONRY WALL OR INTERIOR BRG. WALL ' TJI PER PLAN i OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2 min. 2" max. 4' max. Web Stiffener Fastener Schedule i i Joist Bearing Location Series F Dept -- End Intermediate - rm d_ - -__- te BCI 5000s 11-7/8 2-8d 34d - AP 2-8d i 5- Clinch nails ®' 9-1/2" 2-8d_ 2-8d when 'BCI 6000s 11-7/8" 2-8d - 3-8d r ', possible � BCI 6500s® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d -- - - - BCI60s 14" 2-8d 5-8d Tight fit _J 16 2-8d 6-8d 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 11 7" 3-16d 3-16d 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1y" ROUND HOLE MAY --° 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. LC Z 'OVA M. y.7JF P, STn'v.6• ..h ' ti+5+. N^ �.,•'-. •Y` X �'�'{nrY:.6 4:b , ..* 77 .. y�' 8 11-0" 1-1" 1' 2" 1 2' V-3" T-3' T-T' V-11 " 7-4" 7-9 3 2" 3 -T' 12 T-9' T-1" 1' 2" 1-2" T-3" T-9' 24' 2'-11 ". S-T' 4' 2' 4-9" 5'4" Any 16' joist 16 T T-1" 1' 2" 1-2" 1'-T' 2-5" 3-2 3-10" 4-9' 6-T' 64" T 2" Spun (1t) 20 1'- T-1" 1'2" 1-2" 7-0 3-9* 4'-0 4'-10" 5'-11" fi-11" 7'-11" f3'-11'" 24 1 1'4Y" I T-1" T-2" V-3" 2-6' 1 3--P* 4'-9' 6-10" 1 T 2" 8'-4" 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. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset 123 up to 3" to avoid vertical plumbing e. 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ., Install fight to. top flange. Joist hanger Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap i Backer Block ��' 1 "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 :I=': requirements �'� 0.6 X Joist r i j le p/ depth I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • ' SEE PLAN FOR •• • . • FOUNDATION INFO a • a STEM FOUNDATION GRADE . a REINF. SEE PLAN A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION yLj TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ir LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2° K-- REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ! O 4 a 0 -III,I�I�IIIII � � i 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° q 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 d °v L H I 1-1 11=1 1=1 11=1 I I: ° a °`I- 11 _ O 4 i-_A__-..a.. a SEE FND. PLN. 0. SIZE & REINF. No c%.A � c g O w LJ ro 2:— c V) N % G N -G O d o Q T �E �o Q. U `c+ "''. i`� C t•. 4 Y r?9 ✓ F'� A•'• '' �o L .. • • N 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. W a c E o O M $ 0 „"LL W yrNiv o _Z m'crn 0 tmo 0,a i o j 20 N O - J Q oto gl` d m °'°' ow W 6 J z (8LLW VZ O U ❑❑❑ W (D x3 z N z z t,n iY M z C1 a--+ w _ �U ° -- g 0 w VV) ® W R t 8 o a Oki 9 o i� M � Q Q E so a �® U V oW V O z 4 L 3 C OCY' 7z z mS .v d Q W $ z a o° U W �JJ T m wW ag'z NI 2� c O 0 > 00 U fa L_ rn m m ,�-.. M� L (D 00 CN M U11) ICU iz C CV T /"r N OTO o(� U T r m N CV �— 0 W CN 00 N N M O N cfl r M ,= r ci A, M M �; i o M z E T 4? - c a 0 v c JOB NO : 23 05741-05746 SCALE : AS NOTED SHEET NO. SN 1 lor .o CAO i tV M v V) J� N rh cc J f` C> 0 I n 0 I i _ I co N i Irn LO o- Q N I T N J 0 I LO 0 I to ID O Cvn v+ 'L a N N Ca co v J 0 0 U J LZ M 0 In 0 0 aCN L Y LO _ Q v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) - -- -FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. 'T , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,2 -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E-- - - — — TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) "' WWF OR FIBERMESH MOISTURE BARRIER o e -SHINGLE ROOF, SHINGLES TO _ a a BE IN ACCORDANCE wl ASTM D r D7158-CLASS G or H, or ASTM — ; D3161-CLASS F, IN _ ° ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING — CODE 7TH EDITION (2020) _ RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG 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 _ -IV i — — _7 - �V I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS 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)1Old NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 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" IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE cr c`r 2"*x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND n No (ALT: 1/2 x12 1 1-4 HD @ 24 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL /6x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS /�2„ WWF OR FIBERMESH �31/2" MIN. �31/2"MIN. 1 � _ > e . e 1l2"(min.)- 4" _ar e. T 1/2"(min.)- 4„ d/2"(min. - 4" — 31/2"(min.) - 4" (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. 4„ '-4 8-1 MIN U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrC�TYPICAL BEARING WALL @STEPrc C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 rrOk4 NUOJs�,I 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coNc�N `2x BLOCKING HORIZONTALLY@ 8" C M U E I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" M BLOCK W/ 1#5 CONT. TTE EXTERIOR WALL FORM SUBMWITH PI D RMIT / NOTE: I I FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) BOLT INFO. I 5/8"x6" "J" BOLTS BOLT „" x 10„„J„ BOLT @ 24 O/C W/ 2„,X 3/16 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS TYPE "So' MORTAR (IF NO UP LIFT ON I I @ 24" O.C. VERT. OR L PLATE WASHER TYPICAL P 2x P.T. PLATE I I I ARCHITECTURAL FINISH WALL SEE GG/S3) *SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1,4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM 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 c-) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 a NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE cAt .E . r � Z_ 00 g M C 6 MIL VAPOR > z BARRIER D C fV COMP. SOIL. ° r (COMPACTED TO 95% — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O.DETAIL) U ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB _\ —1 14" PAVERS O.H.D. RECESS z 4" IT 00 SEE A/S3 OR J/S6 I I r FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. w/ (10)10d NAILS TYP MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY NAR r- 2x P.T.TPLATE ASSUMED FINISHED GRADE Z °O FIBERME H N - — 0 . . t' e ° cn — , t,. 6 MIL VAPOR BARRIER a. ° WEEP SCREED INSTALLED PER MFR INSTRUCTIONS z FINISH GRADE °O — = — #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICECL [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30"MIN. LAP] R 17/8"Iz#5 REINFORCING BAR a o =r a g ui END OF 2" x PLATE I o _ m a . — �Acm 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 c, WWF OR FIBERMESH r, E 0;i � — 45 LAP SPLICE 0I #5 CONT NOTE: ° i *FOR BEARING WALL CN COMP. SOIL. (COMPACTED TO A W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) 4„ 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" =v GRADE 0o — ! 22 fi M v TTT—TTT 1 T T' ' LI RI —, T` l a— I_11521 (1) #5 REBAR w/ OPT. i [ I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS _ CV ' T 47KE—_, y . . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'4" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. e. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E _ m . ILi I I M 6 MIL VAPOR BARRIER 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS K­­F� SCALE: N.T.S. IN,13 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 °Q (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO •I 2X4 P.T.o' T-1 PLATE 2x4 #2 SYP P.T. FRAMING w/ n,s MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LU CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL _ O.C. GARAGE ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN on 0 SIZE VARIES PER PLAN -CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > LU FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 o Lui w SIZE AND REINFORCEMENT) WWF OR FIBERMESH > on A A BRICK PAVERS or SLAB PER A• 0'-0" FIN. FLR.A COMMUNITY SPECS 4l 141 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" IN,S3 ON 3" CHAIRS (TYP.) 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH SEE A/S3/J/S6 J I ��f'-''T'-"'-'j�''-' 8" FOR REINF. INFO. ` OPTION #1 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD =� CONT. FOOTING STEEL I I MAT REINFORCING. ' co Z GRADEM z= Mw w 1-dWw Z 80�= z FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e•IJ N O c o LO a w O +�. C C co YC 'WLU ^ o ♦ �LLa N O a— y -Oy O Qt C N � Q r, Ncp d d E � c N C co � .- . 0:UJ ",104l111111`'100 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� pp C1 N g$ Al H J 0 +e LL LL art C14 C> LL 1 ii M LL a Y z z 0 Z Leg' 0L Lu - WreNm co130 1:w W _ � Z N r IL I z OU ❑❑❑ 2 W z Z � N M z_ 4 'U� C Xi to 7D L I c � Q � N oz ,• w z o � Z � I1 E ZG o rN Ze Q E U i Z„ a �1 z Z $ w ra m m U Zw (U J 4 � $ 0 3° w Wzzco oW =i c7 0 �O 00 Lcvo `N a� � N Oro CV M Lc> (� T Li a r— N T CV Q Eca 00 U _M T 04 CV �— 0 LO C cV N 00 M N O M C ) T M T— M (= A? o Z E r ? M a ci JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. S3 (MONO) rn -o c0 i 0 cn 0 .a N N J rt LO LO LO LO 0 I M I N co i rN t2 0 V) B Q N t rh N 0 J co LO 0 P_ Ln 0 I N 0 _ N .9 o+ c N N a E 122 E O x `v G c J 0 v 0 J 2 Lz PM O Ln ; 0 0 a iM 0 ai v c Y to 0 r m (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE —� WA S 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d IL NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\—ROOF'RUSS 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. SL� MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. LE SION FROM EXTERIOR WALL OF BLOCK WALL IS 2 1/4" GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 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 SL� SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■I�!I�I■■ICI■■IC!��I■■ 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'RUSS 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. SL� MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. LE SION FROM EXTERIOR WALL OF BLOCK WALL IS 2 1/4" GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 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 SL� SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■I�!I�I■■ICI■■IC!��I■■ MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. LE SION FROM EXTERIOR WALL OF BLOCK WALL IS 2 1/4" GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 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 SL� SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■I�!I�I■■ICI■■IC!��I■■ • • - - � • ■■1'� WN ■■III Ili■■ -'I�I II'I_ ■■III IIMIN IIUNIN ■��I�I III Ij NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J f w r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR— GARAGE DOOR ROLLER CONNECTION ASSEMBLY :./ GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a 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" - 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 rop IARAGE IOOR 101, 6 3/4" - W/MOUNTING ANGLE 31/2" ---- - -- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SFF p 0tv N 2x CRIPPLES @ --i 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.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' 1 2) 1) (2) (1) LSTA30 4' - 9' (2) 3) (2) (2) (1) LSTA30 (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"xl0" OR GREATER HEADER 1 (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. OD SIMPSON HTT4 TYP. OHO OR 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. Sl� 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) L) O/C FIELD v ? a 2x TOP PLATE V2.16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS .Z'-7-7 CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2"AL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ IAI 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2JP E BOTTOM PLATE SECTION 2X P.T. PLATE SP4 SIMPSON SP4 —I TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 /RECESS / LINTEL _ SIMPSON /SP4 SIMPSON SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE o PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 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 R REV. 06.24.22 SCALE: N.T.S. S4 N _ o C= CV �o W to G o c-sr- a G cc" N � m x GU_a W N r0 = � '^ V J y C C L lu 41 V yam+ � 3 d .12 a" _ E ro = a � �'�1Y 611Llofi" r \,1 1101111111 101It111I 0�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E S r• N N (0O J d 0 : 0M0Z12 u LL a uj M a a a �; CoLLu_ _ Z Z c O L M O L'aNtp m 5 T. z W J Co LU N z OV = 1- U ❑❑❑ _ _ W (D z § Iz Z r` n N^1 z o o C3 W �0 N c w a U N m = o Q � � • r• Q G n w Z M 2 a ° 4N E o U ¢�i Z® wtr 0 �O ro do Y mf Z LL m d) J m G a Z $ a $�az O �0 0.w W CS 50� h AJ NLL Z F i� Ci 0 Cn v W �a L � °3 0 � O in �0 2 U ai .--� N N co � F- L 00 M Ln T N E CV T Cr V M O�O o M U T .— 00 N CV �— p LO c 1 M Ln C N N � C) 00 CV) O M ra N Q LO CD T M r y co M o z W z 3 y E r- ° �o c c a E v ui U Q p C JOB NO: 23-05741-05746 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. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS, (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNS IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 Mom( 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / 45• t SEE STRUCTURAL 37 NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "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.SIMPSON LENGTH (SEE TABLE) RIDGE FASTENED AT (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 ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 10dX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 wl 10d NAILS @ 6 O.C. EDGES AND 12" O.C. FIELD ttv INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENEDAT DOUBLE TOP PLATE EACH JOINT w! (3)10d i 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN i 411 TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) %`S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING \�� 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . i 10d NAILS @ 6" O.C. EDGESTRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP &� t��NAILSW/ BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4'7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 4$" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED „ „ THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL @ 1/2 8 J BOLT 48 O C @ 48" O.C. I I INSTALLED PER MANUF, x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1063" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1!2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 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" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. SS EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj 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 iv AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r "' M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES `o co � 2"x4" CROSS BRACE APPROX. $" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) • BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W! (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24° (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 MINIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 9"rd" MIN SFF M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE TTTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" <=t_r SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL) I I 1 I BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S5 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) a a MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/1,6" 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 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL(6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS tZ TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AATSIMPSONSP2 w/ (12)10d NAILS EACH STUD (2) 2"x8" 1" 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. SS 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 -n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" 0/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"x6" (U.N.O.) "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 1063" 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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. do cr 0 °C 0 0. CORNER JACK U W z Cr O HIP FRAMING REFERENCE PLAN M� Mi ON 1 No PAP ON �a NOTE: /TOP 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 REQUIREDZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e+� o N s w a� o O t� N 0- -„m x .. ��>c LU N M O Yf L CV N C7 G 4 r CV Y y C' ar u r 4 a � o o N E na o o. u U�JV'y/ 4L r ��r, AECaI �l 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 - ResldeMal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �_ $ of 8S " �N 6, V N 61.1 to *1 - Cy 0 J �01 LL LL LL di ig 6_ a N 0 M u_ U. Z rn Z m rm� o 0 o m W W `°C� rii2O'Q' 0 Z w N MQ9yIL � Z do ❑❑❑ W Z � Q � (n N c� z v 4--1 .O o N W' e $go I _ d is o � �Z n E w sn oLL aN Q E OV 9 0 V GOz �Z z z r6 N 4S o � r 'j 03 ao m� _z ma, <w 2. s W 8 s w 'o o a o� z� a� yo O 00E VV 3: c O 0 > 00 3: U co rn N L 00 N M L,(') � T :3 � N T Cco E M 60 v ! V T r m (Vco N F— O Co LO 00 C4 cN M N p c6 T M r L�C7 r m M CV)o LLB Z Z c :3 E T E y d c m a U _j Q p JOB NO : 23-05741-05746 SCALE : AS NOTED SHEET NO. S5 0+ 3 I co N c0 I M 0 0 ao N I t2 LO J LO CI I n 0 rn i I co N co i 12 N N I cV J 41 LO LO I LO CID M) i 0 Cr 0� 3 a M CD a E E 0 `v c c J c 0 J a� t� N N «5 ra 0 a. N 0 Ln ai ]G 0 Uj a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PE+I- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P,F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED WI 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED Wl8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEIy •" SPACE INTO APPROX. EQUAL AREAS. It FLOOR SYSTEM 1 ER PLAN 1 1 1 .:• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c __ E I k4- -• .— \ A. Cl) — — — \ . 6x6 W1.4xW1.4 d •' • WWF OR FIBERMESH • 4. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS - 1x2 NAILER J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o UJ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. J 3RD LAYER 1/8" THICK. LLw — j INSULATION PER JI� CHART ON FLOOR PLAN B R —•� S6 S6 ' ETAL SEAT R FELT PAPER FOR 1 MOISTURE 1 BARRIER I r STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL n- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE o0 `-STD. 90'HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 4 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUC 2nd FLOOR 1 BEAMIGIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA, STUD 2nd FLOOR WALL` BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN E S6 FLOOR TRUSS °P SEE FRAMING WEEP SCREED '- PLAN ° INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT, PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 15/32" OS13 11 EXPOSURE 1 x II SHEATHING 2X4 RIBBONS, EACH W/ 4-16d PROVIDE x II II NAILS INTO EA. FLOOR TRUSS BLOCKING AS REQUIRED PER II D w II o SECTION X-X IF WEEP SCREED = U' NOT FULL rn ¢ HEIGHT SHEET C II II INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)10dx1 1/2" N II II NAILS AT EA. TRUSS w/ MIN. 4" �I — EMBEDMENT IN KO BLOCK G FLOOR SYST M @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. TR RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ 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 r — —A—d_ . 4 • .. 4 o co . T -II II— •. �•.. I II I I I I 1-5 I Jj�� I I '� (3) #5 C0NT. ON 3" 8" 1'4" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION 5 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 (2)- 2x TOP PLATE f BEYOND I II 15/32 OSB EXPOSUREI r 0— SHEATHING W II II II _ SOLID 2x rn III C III II II II I BLOCKING C ALL C SHEATHING 0 EDGES (SEE III OPENING TI -X III C III x II II �W II II f -x W _ 2x STUDS III I III II II II BEYOND. U, SEE PLAN o III I I I II I II I II II I I 0 Li L_ 1- -1 —II MIR cn 2.4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/B" SPACING e 3/4" S 1/2„ 1/2 . � S. 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r'1'vi sFt awhl 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _'j PENETRATE SURFACE MORE THANYs". r Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. CO o w/ 8d COMMON NAIL J w LL 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 0 00 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. vi 00 0 0° LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O ~ MEMBER IF GABLE END c " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAa*---\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH C ;.4 • w • • \ e' Cl) --I I I —I I I —I (I —I I • • \ • • • El _IIIIIIIIIIIIIIIII `+ �\ M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE OP (3) # 5 REBAR ON 3" CHAIR 4" I V-8" W/3" MIN. CLEARANCE ` 4 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" 6 ADDITIONAL INFORMATION. SS M N c N v •= a1 •o O W s ... o O Cti CS C r0 C-, N CL. U_ ac LLB c s+- a O 1.... 9 Im N J t3. ✓ C as � = Q 3 ro y 61 3 u W � c o c E 0 a 0 `''• / 6 . �` J'• � jai 1JJ 'r�� Y ••: :7� ca \� /. S To the best of the Engineer's knowledge, information and belief, the structural plans and specf8cations contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 S o 8 N � E N � 0 Ism 8 �_�LLLL 0)N N v U. a. wInn 0 M O 4 U Cq 1,U.aL J 93 Z Z . :1,I�Y7 a m ra N J Q W 0) ¢ Z W O Z� z o J O w 7" N co= a0 ❑❑a Z c W c� R 7 N irl z z� U) co IV N LL (a w m O w $ Ln c w -9 = E = L cJ d o• Q Y N O� o w z J N a U_ O ZO U O jZZN Q QE E v � ow ~ R8 zQE o �`�< �o �z a r0 zv m 15 $< a ^ a ao W 813 M a`o 'oE i M =1�o oCD 00 T 912 T W 'qr CN N 0 L ` 7— N M (� T LL r T N E M 00 M U r- �— r °° N N i-+ CN 0 (D LC� C7 M Lo N N 0M N 0 p Q7 LICE CD r M e— r E M M� L i o Z E T c a ui v _j ¢ 0 JOB NO : 23-05741-05746 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON _ OTHER TREADS / V Y/1L L SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING � -A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 1 I 4RS IN WALL I --2x12 SYP BEARS IN WALL I I -2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) i 11 fI EW "A" SECTION VIEW "Bit SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN Tit AND J" 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 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ��� SIDE) TO BOTTOM EDGE OF 2x12 FSTRINGER STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I /�I 2x4 BLOCKING FOR 2x12 / I 2x4 PT UNDER 2x12 � I 1 ROVIDE MOISTURE ' \ PROTECTION LATTACH ALL COMPONENTS / STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ Tit X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / GA'�� TOP OF-\ STRINGER \ ' TREAD 1x4 GLUED AND NAILED TO STRINGER �� 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH I ` STRINGERS G \ I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU S) x 1 1/2" NAILS) STRINGER CONTACT POINTS NAILS) IN, / 1 ` — f i .11 N VIEW "D" SECTION VIEW "Eli SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL - --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER \ / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED— i NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E \ 7Y_l;a>b�l �L'ri �`f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 4x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -- AT STRINGER CONTACT POINTS SCALE: 1" = T-0" `742x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix4/GLUED AND NAILED TO STRINGER \ KOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO1 ON DECK -2x8 SYP GLi AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 \ DRYWALL STOP NOT SHOWN STRINGER \f OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW licit SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING a2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER tit EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" NEWEL POST BLOCKING F SECTION VIEW SCALE: i" = 1'-0" STAIR CONSTRUCTION DETAILS. (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINAR 2X BIOCKING PSON MTSJ2 w/ I 10d x 1 1/2" AILS \AD OR AD2X BLOCKING / RISLN;2- / ECTION VIEW "Hit SCALE: 1" = 1'-0" en 0 CD �O I.iJ W . 1, e7 V N o- N y y o A '4 y N 3C d m o ^ cx y C G G �v o a u 41`t�t\t11�1iliiiifJJ/J�� O I10vN `' •,.� :�. cap` .�',, <Aly �Jiirlt►111tX0 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 E S o 8 N Y J W LL LL 7 NcN'4v� rL LU tl) d a J d Y (j ly U. U. o Z t� �.-�Ntp m J 6 W ��q'°' J Z W Z N M Z N Co IL F= ICJ ❑❑❑ t W z z� Z � d N ^' z -9 0 —J w g U J _W U 0 H Q 2 0 _ • m c w aZ o Z QE O E V tf° ro "�1 Ij iq ❑a 0 P qw o a Z A C% C c az � Y ro`o Z� 3 $ � 03 z Nw W Jr J a zl� c O .Q a) >00 _ C9 ry L � OHO N M Co T U- T N E cj) co U U)to ,— .— m N (V O W LO .� ch co Lo N N OO M O O M C6 N r M .�- Lin M M LO o ? Z M E I— E v N c c a L) ¢ o JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. ST I N co i rT J� C'V I CV J f` 0 I f` C) 0 I r7 I N co i M 0 CN B cV CV J LO 0 I rn 0 42 v cn 3 Q rM 0 CL E 1,2 0 s 0 J 0 v J LZ I•••) O r•n Li 0 0 a N N tz LO 19 0 Y N w m v > v 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCTTO 1x4 1!2" DRYWALL PRODUCT APPROVAL FOR CONN. tl4 . TO PRODUCT APPROVAL FOR CONN. — r 1x4 APPROVAL FOR CONN. j— 1 X 4 1x4 P.T. 3/16"0 X 3" L l— FURRING 3-1/4" LONG X 3/16110 C FURRING LONG TAPCONS FURRING (2) ROWS 3/16" x TAPCON. INTO STAGGERED @ 16"' TAPCON @ 16" .C. & 4" O.C.& 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W! MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ❑ 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" o.C. 3-1 /411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 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 n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1F �1/4" MAX EMBEDMENT INTO K.) 2'-011 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. Jcs 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. RAID. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBI (T1'PI) STD. 90 HOOK (1 ILt7 ±5A NOTCH WEB AT FIRST 2 COURSI -' "-- ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. - `= 6" MIN. LAP SPLICE W/ 1 * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 IF TRUSSES USED) W/ (2) #6 X 4Yz' 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" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER ► a P p A I' GRADE o 1> ' ► A cN ► A• (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" \• FILLED CELL PER FOUNDATION PLAN IR YP.) rHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS 11 1� #5 REBAR (TYP,) 111 11 11 11 11 '114D. 90° HOOK (TYP.) 11 @ FIRST COURSE 2"x BOT. PLATE W/ (2)1 Od @ 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 1Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ 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 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW�� CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (*") CHORD EVERY OTHER TRUSS w! 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4 = 1 0 ( ) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X O + + U CFNGTH + + + + + + + 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL i0 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO + a \+ SUPPORT SOFFIT SEE ELEVATION JJNX�� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3/-t - r QPF: QHGFT M ANn z 2 UL O w •Q <L I— U U) FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-010 NISH F . p ...- >• ► •4" 16' ' . ' .►.. #5 BAR p. 10 s ► . • CENTERED W/ 2 ►..' y IN TOP c ► a ' KNOCKOUT / N CHAIR BLOCK 01 MONO FOOTING .' ,. SIZE AND REINF. PER PLAN '. AND SECTION DETAILS CLEAN FILL .► •• DIRT Z p; ' FSTANDARD#5 BAR INHOOK N FILLED CELL • It L STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER 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 SAW CUT Ir EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. Cv N q W O 10 m vac c�a d E >+ c � 3 e9 u m �CE a a u O 0 01tv •• `5E •j( Ty i '1 • ,I` rl/fJ,'//Dlilttly�5��``>>. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages baaring Engineer's signature and seal. 0 W E 4 O N 8 � ', r O LO 0 a\ u;to M to U. ow - a rNi� Z CL Z c m o 13 z M a & a co W'cyNc_o W iJkW N M Z N N Z O6 ❑00 W z z n- V I v1 z O o 0 QA w � U10 0 LL, g M N c �N 1 o Lij 1 M 8 z R Q 25 ti O m W M M � z Q l,LJ E I O `2 ) Q E E U k oa rah 00 z1E4� 10 �� WZ O C: ¢¢ U W O'� Z � J m a°• �N RR c� 3 g° U N W°� m y LL = 7 Fr '0CS Fr z�< o C)0 > 00 vCM m E— hi ter- � F� I L 2? 00 C M (� T U_LO r TT_ Cr�� V M50 V/V � U T T— r m 4-J N CV I— O LO +-' I CM LO N N 00 M p CO N r r M r ui M M y LO o ? z o E r • • � a U _j Q p JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. SS *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS -} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT 2.O.O.C. CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY M B MAYBE 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 NAILSWHEN SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD R UI D HTS20 REQUIRED w/ (2) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 1SI EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER > A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" ' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG, TRUSS -- 2X4 BLOCKING 2X4 DIAGONAL AT T-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=1'-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. MASONRY FLOOR TRUSSES SEE PLAN @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (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" 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 aC 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O,C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ - SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE FLOOR TRUSSES @ 5 1000 SQ. FT. OF - 24" O.C. FLOOR AREA & SEALED -- - .-- -- - PENETRATION AREA W/ i FOAM. DRAFTSTOPPING SHALL DIVIDE THE ,/� CONCEALED SPACE INTO \ - APPROX. EQUAL AREAS.._ %' 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN HD, " - DOUBLE KNOCK -OUT - BLOCK w/ (1) #5 CONT. IN EACH COURSE. MIN. 5 EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. c � FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. 0 0 1 O 0 0 I SPLICE 0 1 0 0 0 Z-01' SPLICE BEYOND PART. ELEV. VIEW • ►sue LIR LIN E 0 (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ LAP SPLI PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = 1'-0" ��j WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—,, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD DETAIL - ADJACENT TO TRUSSES 111% 111.4 rr%C'AI A II C+ 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B I�:iT1tiY•� • (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 _ y MASONRY WALL - SEE FLOOR PLAN FOR MORE INFO. F I - STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 4"x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL Li SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS �• ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. GA FILE ASW 0810 SCALE: 3/4"=V-0" 0 LB FELT (SHINGLES) " " "' 2X4 BLOCKING @ 48" O.C. MAX. W/ - - (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN FOR STRAP INFO 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. W13. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ /JA 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP unr FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-// (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (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. MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) o o I EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING ° o R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 o o I 2x4 LEDGER ONLY AT EACH 0 o SIDE OF STEEL "H" STUD. - - - (2) SIMPSON SDWC15600 (1) LAYER 112" 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 - r FILLED W/ GROUT (DRAFTSTOPPING) \� 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d LU EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO ix P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN AREA 5 1 00 S g (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 ~� EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. T ORD B�jG. FLO STE PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD GYP. BOARD CLG. CONT, IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. t�-�1/2" GYP. WB• (2)-1 X 4 P.T. BASE NAILER BASE BOARD TYP. "S" MORTAR (TYP.) PER SPECS. CONC. SLAB Z -I SEE FOUND. PLA ga r) N CL 6 MIL VISQUEEN 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT.-STD. 902 HOOK ON 3" CHAIR 8" 2'41 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0" REV. 05.24.23 TREATED SOIL SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN 70:- SEE PLAN TOP F WINDOW WINDOW PER PLAN 8" C.M.U. WALL Ell go I ®r 4 -'—DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE im­ REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. + 8" C.M.U. WALL TOP OF SLAB 0'-0" F.F. 00 VARIES WITH N SITE GRADES SEE PLAN (V 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 �a c� a N c tuca -ra Cz d� } W a o .� W ="- C.*9 CIA o co x N - O a tlf -,, CV C N O �p E N v 4 rY _ 3 4 c n B N C;r- Gl = E ti o a. w lO Iw�/����`� `\\\\����\�wgR r • �<2 Q . .. \Q ¢. O F S I G N , S 1110,111111 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn E $ cv a ,8 �E a 05 2 C 0 M fANO� LL W 6' u a U- d -9 Z Z 1! ai 8 o 13a ro N m 65 I W ILW Z Z N M Z U c F 3 66 ❑[f❑ t W v z n � �- V I cn z v� ro VJ'U o 0Inw s V) rz M E L ai I M! = ai �m o � W M O Q LL-� a E as EE O F R ❑ 4 f— rt3 - � o z w o fJ U °< Z '� N L Qp�p w� O wwz ll J y a z m 3 z W vJ y O 40 lu = a m ,LL o <a r� 5 �o mi M cr w zla a p $ LoO > 00 U c� ~ N aM rn 2% 0 N co �- L N 00 N LO U- r N E MCr 00 //fi�'�� VJ U T T- �-- 00 N C*4 I- 0 co LO ;--' M M LO C N N '0 00 00 O C� M (b N < f M r_- r z C= ' (� 6 z _ T .. `m € ' JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER ��, SLOPE RESISITIVE BARRIER 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall TAPE �- EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR, 0.6 cm : 30.5 cm ( ) include flashingas described in Section R703.4. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND (A98EMBLEDNANDOW) WALL BY 6 IN. 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 2 NAIL BRAND OR EQUAL WEATHER O CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means WEATHER PROOF CAULKING © SELF FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. -ADHERED RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied pp pp 9 p pp SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTsecure 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 1. Cut, fold up &temporarily secure weather eat resistive barrier above header to allow for building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O 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 p q y 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. Scale: NTS SELF-ADHEREDING INDOWING ED HS , SELF -ADHERED FLASHING 1 EXTERIOR DOOR WSELF-ADHEITH H DECK SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. v EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED a EXTERIOR SHEATHING y 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be .0- a 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (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 n EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. p ry p g g p - WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with = FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ _`o (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 v 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" READ ADHESIVE ASS OWN) LEASE PAPER TO SE contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the a of sealant. Fluid -applied membranes used as pp �p pp v 9i OUTSIDE EDGE OF WINDOW BUCK MASONRY 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 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF 2 3 1 THRESHOLD shall be installed at the following locations: na WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A SEE DETAIL WP02 ( ) 7O AND EXTEND TO 7WINDOW FRAME • 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY p RA ODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT = _ REQUIREMENTS 2 v BEAD BRIDGING following: ., � CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME TC WINDOW BUCK ALL THE WAY NAILING FLANGE 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 O SEAL TOPS OF JOISTS UNDER DECKING 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. j FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING I SELF -ADHERED FLASHING , SELF -ADHERED FLASHING - ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAn/wMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. a FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under RD stucco copings. 0 - Ground -7 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. _ - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. o 1 6.6.At wall and roof intersections. n - Water Resistant Barrier 7.7.At built-in gutters. r S 2 JAMB, SILL AND HEAD DETAIL Lath APPROVED SELF-A Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 2 APPROVVEDHOUSETHINGWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 < Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER �_ ___ __- ° ° -_ 12 MIL (min) DRYLOK EXTREME _�_ ° ° ° v APPROVED FLASHING TAPE DOUBLE O 0 4 ° ° �- 7/8" Cement Plaster J 4- "V" SEALANT SOCKET WITH - TOOLED APPROVED SEALANT JOIST �4 d SINGLE WOOD BEAM o in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° ° ASTMC926 in with _ SELF -ADHERED FLASHING a ASTMC926ce 2 °° Felt backed metal j 3" MIN lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance = FLASHING FLASHING with ASTMC1063 Q 5 Building Paper 20 0 ' 7/16" O.S.B. Building Paper ',��.' ' sheathing 7/16" O.S.B. o SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , FOUNDATION WEEP SCREED �' Metal �,� sheathing n EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Screed xWeep SELF -ADHERED FLASHING 2x FRAMEWALL --- --- ;'� II � Installed ASPer Manufnufact. Specs. PRODUCTSDETAILS STRIP OF SAF LEGEND I 5 SELF ADHERED FLASHING - Maintain Stampede or similar Bottom Of bottom v TILE FINISH--------. f- (SAF) I DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I cauk Wee Screed y joint only / a E WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO n 1/2 DUROCK U BARRIER (WRB) - - - - I I BOND BREAK WEATHER RESISTANT BARRIER- BOND BREAK I I SELF FURRING (SF) LATH f .., ,,, r� 1 1/2pt0 2" Above Roof Weep Screed v - PER THE FBC RESIDENTIAL 7TH EDITION (2020) 00 I I I PLASTER ACCESSORY 'OSB', Sheathing Installed As Per 2 I <. SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact, Specs. E 1'-4" PER PLAN I = `v Detail Instructions 1'-0" PER PLAN I l I I WRAP DP WRB ONTO I I THE VERTICAL 1/2° Cementitious Refer to the number marked as in each detail that corresponds to the I I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o Instructions below: ( I I FLANGE AS AN AIR in accordance I I I BARRIER ( I I with ASTMC926 �,o o,o, All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU I I 3-1l2" INCH FLANGE - I over wood 2nd .o' ., • • ° ,. ,, outside corner will floor 0 2. Install flashing and weather resistive barrier to form water shedding _ - I I I -------------- J ' °•o, need to be miter �'� g laps 4" OR 8" CMU Q ° ;° l I �-------------------I� s cut and caulked all = 3. Self -adhered flashing can be substituted for building paper 9 9 P p (PER SEAT DEPTH) ° - __ Z STRUCTURAL FRAMING '°•o,• ,o•. butt joints need to 0, 0 • • L _ 4. Split the release paper using the ripcord (Split release on demand, _�- FILL WITH GROUT ° g _ -_ t - �•°, •q' becaulked using ' ° ° ' ? embedded in the adhesive layer) - for ease of installation and to ° a a __ STRUCTURAL SHEATHING Stampede or sim. \ minimize scoring cuts ° n W W Q. , a- THIS GAP IS A RESULT OF PLASTER STOP ; STRIP OF SAF NATURAL SHRINKAGE. caulk for all 5. Remove all release paper per standard installation instructions and l I ° I- m �- - - - - - - - - - DO NOT SEAL. BACKER ,- ---- --- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6 x 6 - °CONTINUOUS - U ROD & SEALANT DRIP SCREED PLASTIC i I Minimum) ° " SLOPED MUD BED _ _... ° - W Lu _ ACCESSORY I BOND BREAK WRB L 6. Fold as shown by arrows- 7. Angle of corner may vary, adjust folding of the flashing accordingly to 8 I_II w ci� � � sF LATH ' � %'� ,i �� I fit tight to n _ °° VINYL SHOWER PAN I 0 / corner --I ° ii I Note. 14 8. Mechanically fasten as necessary I I -- -- "'=,, _ _ y The building paper and metal lath must be ., ° SLOPE ° -- - �. - Cement installed over the top of the weep screed. p ° _ a ., _ - J� - ,______________ PLASTER STOP -� ����ff11�iJJ Plaster block CONTINUOUS BACKER ROD over 7 & SEALANT 1 st floor <� CEMENTITIOUS FINISH n �i WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER ' SCALE: NOT TO SCALE o v n 0 C - W Q F C7 O LLB •1•-• C it [y. N C L d o le Zn y a�•r�� d w EE y o R a 3 `- ar d � T N fl- c E R Q d U C > O M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F I, v E 8 1 C c N a Co N C (p W � c O ] Qd N M LL U. , i» fA tnN n0� V; d y_Jv IOU W J a Y J LL LL Z O� t m v O 4q� cc m Lu J m W�°'°' Z I Z� LL U MZ � N w a(V Z OU ❑❑❑ W :z M Z Z � Q a J N z (1) � M C J V U -� O �N � U) ® _ U y Offit- cl`> O S E p "1Z n4 aR z® Q I- ro so yo 8 E as Z i W:: u ao ar WLU �� Cn oLL 3 0, R f N Z o wr v olix za �o o =: u5 QO > 00 _ I� L T .--. CN ~ L � 00 T N M In Co T N T 1�� N E c1 60 m N N Ip :«= M CM LJ7 N N � o O � _ NLO M T T M M L o Z M Z E r a c0 0 Q o JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. FRINURR/C,4NE Mounting Brackets ? 10 Gauge4 +1/2'x+1/2'x2-12' o 0 See Anchor SLheduie Bolts 1 /2" Dia. A325 Ga?10 ITyp.) 7 7 10-5/81, Washer; / Self -Locking Nuts Back Cross Support (May be cent to W1 Right Bracket (16 Gauge) rTe a # 14Nell-lifilling $CreN'1 A/C Unt Botturn Edge e Hurricane Strap (Typical: 3 in front) Front Cross Support (May be cut to W ) Left Bracket (16 Gauge) # 14 Self -Drilling Screws Thru Brackets d Bark Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) '4­6' m'A6.up rnatrluluna arc )vfwulnl w L ­6 Hluram.:Yr Fli c> Onsamod Re icel Sad Dashlable ing avaiupon treatment ( ieweal fie wiY applyl Florida Depertrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Par I al 2norX21 w':4Gr" 9^!, .. t�:, , _"M1f'f+ti✓* 1 's 1� )"'/ '.ts, .ir'..>tif h"€ r�,' ....t 1 Si R "'i t it w,'^j'4 ,;^i )• I ? r.rc t�'.�_l.FA�E''6_ �r lYh ... ,..dkm ..:-v.�r ..L. �.....: ,, •,. v 1 J.. ,..., •., tr�A.�Td1 .n.r.1,E':t ,�1':.� a .Jl rY. N. .,4 �-....i,. ,0 ., ..,xc .Ii > .fi _„1�,� ,.ii ,. i�. �,Iv.. « .it_Y'n Y , �...: L.4S4 I)nary a Galt gal D" Parisi 20 1kA! VKNNI ua fwwm Contact, lndMYa Lira. VaiddedM vamald N&MMA fSQ Fina l Ag➢f93M9 DIMIM. AJllrrndim 2020 seed Vent Products, Ire Mshw Gnbsm Herr as F Noraro P E Lake Bowden P,E 12M Sam 12/10020 122e2020 Appr-d Crelog : Structural Canpalents (577) 441.830 PE-73779 (334) 300-1800 subcategory: Products Introduced as Reath or Inrogtmdvenl.com New Trhnabay Cempllrhee Method: E-lu"m Report earn a Flodde Regiatered Architect' or a lLim"d Flordo FLOO2240 F,.,,..na Engl less penetrate Baal Freud Mad. NMnar r Narra Quality AsouraMs Product Description cnrar•a Exvertlen Dal• Ac rovedfa Uee Amroved in HV iZ outom.lmli for Ur Initgaor E1a1alILL D ok,, �Q 1 Brett., irk tlal a1540,9t0 Dud Functim Flood end V4neenon Vent 12i3v2 23 Yea Y. NIA N004100 2 3medV ItAadeI W340511 Duel F-cf-Fleod.nd WritAsdm Vend IM1202J Yuba Ye. NIA 410DAIDO 3 SmadWrif Model 11540,520 Instated Flaatl Vem IM12023 Yea Yes NIA -100A100 4 srranvent Model 91140,121 naul•led Floorlvent 12/312023 Yea Yes NIA .100*100 5 Sman.,Made, s1540.524 16&qucl; Gal Door Flood Vent 12/31/2023 Yes Yes NIA NIA 6 SinerVMl Modal 1154P570 Wood War Insulated Flood Vent 12/312023 Yes Yee NIA -tWIDD 7 dYnan., Mode, e1540 S?4 14.5111 Geroge Doa Flood Vert, 12M12023 Yea Yea WA N/A Florida Department of Bualness & Professional Regulation Building Codes and Standards Product Approval Application Dretall Falls l 01 11,14141921 ". 'tr3k •rvY Wit i+r,A4Y' -..YA. ,': eJy 7w,(,n:)- .. F.'. N.w., :l+ftl'S`a.Ji (, 4..ti.: rAffi IatltBLoc Galt Rik Ode Pending 2" .,m Yao- !1 S'i9gtaCl Eooloa..WrmMeyalbaedcar YanMaA zuhmtilag FBCAmnenal &posigyod Will Re,nsim 2020 0....I Metals. Ina. Jaxvl Shumate Zachary R. POesl Looks 8avden P.E OB102020 o8go14020 06202020 10f132020 Approna Category; Floating 15021303-1511 PE-14021 (3341300-1800 hbCate{pry: Metal Failing IshumetsRNerma.omt Companies Mathoa Ewuatim Repro Pont a Flado Registered Archaect or a Licensed Fonda PrOr sauna Engineer FLe17aT141a Freducts lit" hodLa MOM. Numbs lams a QWNIAeaUMU Approved for Us* Amend Frod,el DescriptionConrad asaration Dade in NVMZ OutaJda for Use, impact hidQ B#Mdm t DRAM Plfssu[t 1 prexal Me1el RcWho System! ONG 1Ill DMC 15088, DMC 1756, DMC 2008, 12/312025 Yea No N/A 10A180 DMC 5V Florida Department of Business & Professional Regulation r.g-2 a4 Building Codes and Standards Sum Product Approval Application Detail a r`:LwaM nM.,�nF 193d (+..^ Yt �' 9 x'.T ;`^ r h t.xtsY Silt '�tF �wti .., �':: rJr'ini.{.., .._� r' f.'.';aT y •. P7 U �a'. t w1 ;;"> `y..t...�gJ;nk, ^kin ;�v l ^r?,'. .. .. ..1 .+J+.(.:.. ,....I�mJ:r v-„ Y. aHSti Si ..el��ln F,.:'F,.:e .n': la°Y :{"'3i�Nr.. �, .✓.n,� ... rlr.<H:.1.4v1 ter. ..,.,1r..,E"r3 .� : �,', _R it .....-. .,, i. ,-.. r., ,,. .�i � ... ., .-..r.. .-. .,. ,, bn am= swumom GmIM: laolDaat.i1lrsou validated 3, Ianaia0 ilk FRC Atreva 15smi lli{Ya ReYlelon 2020 Thermo-Tru Caporalton stm Jospasm Lyndon F-Sea MOD. P. E. Ryat J. IOfg. P.E. 0411,VX21 12r31 r2020 0422n021 01d0e2D21 Apprawd Cal.gcry: exterior or Do(600) 643.7028 PE-43400 (813) 7a7.6556 subcategory: Bertrand Exterior Door Assemblies Assmsonilthermil Compliance Method: Evaluation Report tome an Flalda Registered An:hned a • Lken1mJ Florida Professional Engineer , Aoorowd fr Use A-,,d far U.a lmaut gedgp 1 Roiled Mods Mu,nbr ar Nome litioduct,0-,hAl,g CarerYt asoh rift in HVtiZ Outside HVHz Htidala pnsisue 1 a. Tnenna-Tru FlOY-Cass, and Smooth-81sr *minor Oilu 66qudlmpaddqua: Opaque 17r112076 No Yw YM WA Compost. Edge Fbatdass Bnaa Ow (lnswelorOutM19: X eamatration) 2 to TheMFTru Fiber-Glessia and SmoolR6lr Nor its 61e39:5 &met Impaa&qual: Dp•qu. 12r312026 No Yes Yea WA 3 c. Thema•Tru Flbm-Classic and Smoom-Star 4 d. Therm.-Tru Float-Cl ....rid Sn on h-Star 8 e. Thane-Tru Fiber -Clasen end SmocO.abr 6 fTh4Yme-Tm F6YGsak antl Smoefll•Srar 7 D. Tft.-Tm Fiber-Claaw, .the ranadns.l a h. Tie Tru Fiber-Cbsslc and Srrroom-Star 9 I. 11%,rma-Tor Flberdaaink rid Smoak -gar 10 1 Therms -I'm FIbY{2essic and SmOath-Sler 11 it Therme-Tru Fiber -Classic and engdh-Star 12 1 TTamr-Tru Faer-Gessrn and Srrooth-fist 13 m. TheM..TFU Fiber-Cbselc antl 8madh-9Y 14 n. Therma 7m Fiber-ClasMo .no Smcd6.Star 15 O. ThemlaTru FIMFCMesic and Smooth -Star 1s P. Thamre-Tru Fiber-Clae4ld and Srnoole-Slar 17 q. Them-7. Fiber-CWenc and Smoa-Str Canposae Edge Fberglasf Sr,gle Den with 9Nene(e1(mewn910"r1swing'. XO. OX or OXO IxwaOurstlmsr Nominal O&OU1 Bqud Impad6quct. Opaque Conposte Edge Fbrpsss Douse Dos wan a Weal Siddlae in-na0utwing XX r DXXO aamfi0uretlme) Nanlnal e1e394 6qua;9npatl6quol. Opaque Composite a Fiber ss e)n a Door awin 6dB w to nwin Nwi Xcm1 retlm 1 ) 9/0u erg. tits Nanlna 6aa39,o &qua,kryn.alqud: opaque Camporte raga Fibergeses Single Door with Mda9Hd lintreingrOaswi g: XO. OX or OXO caiegurrlmei No rtlnal 89e39 A &qua:Inped&quot opaque Carps. Edge Flbergle. Double Odor mph or veaod glass- &-rig/Ou1.4ing. XX or OXXO emfg.ml1-11 Namnr 66e39:61tqua;InyaaquoL, Gazed CfnpoW. Esge FlbYgesse Mng1e Door inswing(Outsving; X ccntarsson) Nornnr aea39:6 4gwe1:"d&qud Gazed Carpoalo Edge Fiberglass Single Door With Mdaae(s) inimA CADu ni XO, OXa OXO ca tleu mime, NaNnal SU39:8 &qua:Inpaa&oud Glazed Completer " o mpOer" Edge Fittings. Double boa :Atli or wet out Slaaees OnwrigiWNwing: XX or OXXO cmfgltrrlmsl Nominal 811,e78i) &gra:Inlped&gtar, Glazed Composite Edge Fiberglass Single Door (Inwino(Outwrng: X cmliglllatim) Nannal 8&U139 A agra:Inpadaqaa: Glazed Composite Edge Fiberglass single Dear vith admawsr 11nswinggMewirg: XD, OX or OXO calagunii Nanny 8"MiD ricI npookupt blazed Carpool. Edge Flbergkaa Double Door with m without Mtlasm 8newing0uhlion9: XXa OXXO configurations) Nanny 61W9;8 a; a Gated &qu tr,Pa 1Wall: Molded OP. Composite Edge Flbergess single 0- (nswrty47ul-I g. X connglredml Naminel e4e39;8 &wdXrsNFdAau.L Giazal Mrdatl Doan Composes Wage POYest" Sage. Door with Clued Molded Open S'rdaifite) tnsmng/ou ewlrrp: XO, OX "XO cmfgumboni,) Nominal 61039:6 &qu oLmoedli Glezetl Molded Open C-posge Edge Fib.*.. Double Door Wih W without Glued Madad DPW SMelltwe (h&wing/0Uriw111g; XX or C)0O CmagUN&tlme) Nominal 61e39:8 ttquctJorpeet&gUot 00&440 Conni Edge Fiberglass Singe Door With Molded Open Sidelbelel IInsionsCueving: X0, OX or OXG omfgu Nibnfl Nominal 6&e39.8 aaua;Inpaallqua Opaque Composlis Edge Fiberglass Double Door %" or Will Glazed Mdtled Open Sidelies (In941n9KMwlnp; M a OXXO cmfi0urstlons) 12A12026 No Vea Yes WA 12131/2(126 NO Y., Yea NIA 12/312026 No Yes Yea WA 121112026 NO Yea Yea WA 12/312026 No Yes Yr WA 12/312026 No Yes Yes WA 12r3112026 NO Yes Yes WA l MlMG29 No Yes YM WA 12al2026 No Yes Yee WA IM12M lie Y- Yes WA 12r112026 No Y es Yee WA 121312TA No Yes Ye. WA 121312M NO Yet roc WA 12/312028 No Yea Y. WA 12J312028 No Yes Yee NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel all 1r32o21 a ' SoAt lei&Y.9L G[t 21K1 2aL boom Galt IYA xmwm NKOMO= Y1 mitilL k xagog iBl n= Log A2zmA ARRMa>d R.vl.em 2020 POT Industrial Jms ROI"IW Maml-Dada BCCO - CER h9enF-Dede aCCO - VAL 11J102020 lo2sno2o 11242020 APPr.W Category: Seance DOrs S41) 4WO100 (?as) 315.252a "CY.ply: SliM+g ell r. OOa Aseamble. lrodoweNfcpplhtlaW... Complete" Method Canacatlat Mar a I-Iol an FIa2514t33 products CarldW Assuramoo ApaaWedfar U- Aussoved for Dee URW Realm ttgY hdaWet Modal IIr11IIDYa Nam. Pradmi Dinicnrlan Coraradaxasalim Data InHVHZ ounald. HVMZ Rev�(ia Fvas B 9(sD-6170 (L. tie Metal roped) V nmi Sitting Glass Door 04/t12021 Y. Yet Y. WA March 6, 2023 PRODUCT 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 for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16X7 FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation R� Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 F16694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL.261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Root) 151b Felt Underiayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS GI Products Global Protection Produ Galvanized Steel ee Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 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 FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL:6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-MO.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels g rig FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards 112520n Product Approval Application Detail - .. 1.Y 1'Y�r.41 �U4�:M�Ni}.Vyt�`l�-l�'�. <;.:XS�rJG }•w R` I;XI:�i+!A,�whG4 h 6:,, 4`r�t�.�✓3rY ��,ir'�LiS'.(... dJL %U J'r^ FIyAYhrl"�u,:5�,��, xA.: V:lV1���+. �1:(.Yi 4Aroi4 J"-('r,$.�, J,j'r 11'1'd��:i. , 1�:.., 1-_: gee EgHp(g 211111111 1111111 net, Pwdlna am IM Vertillo Manufacturer iomxs Engineer IS llcenee Velldated By validated submitted P0C Agnro/af Annoyed Revision 2020 Th. -Tru Corporation St" Jasi ereon Lyndon F. Schmidt, P E. Ryon J. Wng P.E. 07123/2020 07/12f2020 0712WMD 101131202O Approved Category: Ertl for Dose (8001 843-7828 PE-43409 (813) 7674556 SubCatepory. Swinging Gtoerior Door Assemblies paspersontilthermhu.do Compliance WaM*d: Evaluation Report from a m Florida Registered Arch4edd a a Licenced Florida PLAN004t9 Professional Engineer ProdudS N U) U Q 0 L CU Cn `U O cu Cn 0 2 C Q W ZE ctuiiJI Avatir M Aeerosaliter Uea Bgorovad tar Late 1111.11111J1 2190 O 5-IN Product Motlr. Numbar or Name Product Description QwnitEXslra&dn Dabs In H outside HYI4Z Reelatalrt PMUMM F�t� C LL a,�se�� 1 a. Therms -Tor Fitt-Cbosk and &noc"bar Nominal 0&e39;0 Squatlmpaa&quot Opaque 121312022 Yea Yes Yes WA C V O - t, V Composite Edge Fiberglass Single Door CU O (lnswrg/0u1m^rn9; X configuration) 2 b. Therm-Tru Flhar-Clasek and Smooth -Stu Nominal U0139.8&quotimpad&quoC Opaque IM112022 Yo. Yea Yee WA .� //11�� 0 Composite Edge Fiberglass Single Door with L W L Sldelital (IrrawtngiOutswing. )(0, OX or OXO conttgur6uone) 3 c. Therm-Tru Floor-Clasalc and Smoal-Ster Nominal6&a39:8 &quotImpact&quot Opaque 1V3112022 Yw Yes Yes WA �� LH Composite itee Fnswingss Double Doorwithor . r ) wimoutSklalnee(ImMnglOuteyMlg;%XorOXXO Aa/7 � VJ configurations) 4 d.Therms-Tru Fl bar-Clacsk and Smooth-Ster Nominal 8&a39;0&quakimpact&quot Opaque i7J312022 Yes Yes � Year WA Compose Edge Fiberglass 28ingk Dcon (In"refOutew ria; X configuration) 5 e. Thermal Fiber -Cass. and Smooth -Star Namml8&AG9'o&quat;impaat&q..JOpaque IWit 2022 Yes Yw Yee WA ca. Composite Edge Fiberglass Single Door w8h cc CV SidalLe(s) (Imwing/Ouw.ing: XO. OX or OXO p K mnagurarbons) 6 f Theirma-Tru Fiber -Classic and Smooth -Star NOminal8&e39,0 &quotlmpad&quot Opaque 12012022 yes Yes Y NIA to td Composite Edge Fiberglass Doubts Door vAth or vathout SicMitm (IMwirglOub ing; XX or OXXO y f9 conhguntiena) iA Q a.r Y T g. Thama-Tm Fiber-CWSak and Strtooth-Star Nominal 6940.8 &quWmrlact&quot Glazed 12/31/2022 Yes Yale Yes WA 4y Composite Edge Flbarglass Single Door '.r C (I nswinglOutawirp; X configuration) G 8 h. Therm-Tru Fiber-Cleasic and Smooth -Star Nominal 6601 Squat; lmpaet6quat Glazed 12/31Y2022 Yes Yes Y A 2 ,Q Composite Edge Fiberglass Single Door mdth CIA a' Sidolial (lMwinglOubining, )(0, OX or OXO L, configurationa) S.g 9 i Therm-Tru Fiber-Ckssic and SmoolhStir Nominal 6&R378 Squat; Impacul Glued 12/31/2022 Yea Yes Yos W Composts Edge Fiberglass Double Door With or C G wltlrcut SMJelttes (ImaAnglOwbawi 1g, XX or OXXO A �, configurations) 7 Yg 10 1 Tharma-Tru Fiber-Clease, and Smooth -Star Nominal U00,, 0&quWmpactsqua; Glued 12312022 Yes Yes Yes WA fl' Composite Edge Fiberglass Single Door E 11" WrSfOub-ilg; X configuration) o 11 k Thermal Tru Fber cloeale and Smooth -Star Nominal 8&s1W;0 &quatlmpa tLquot Glazed 121312022 Yes Yea Yea WA V Compowe Edge Fiberglass Sngle Door WAlh s- Sdelta(s) arrswmgfOutawing: XO, OX or OXO configurations) 12 I. Thermal Fiber.Clawc and Smooth -Star Nominal 8&0301, 08,quot lmpad&quat Gland 12131r= Yes Yes Yes WA Companies Edge Fiberglass Double Door With or without Sidelite s (ImrirgiOutBosg: XX or OXXO configurations) 13 mThemna-Tru Flbr-CU"C and Smaath-Sbr Nominal t3&1139,6 aquotlmpaaMquot Opaque 12J312022 Yes Yes Yes WA Compound, Edge Fiberglass Sngle Door With &quotNon,lmpad&quot Sldalib(s) (InervArglOu werri XO. OX or OXO configurations) 14 n. Thrmil Riser-Cloask antl Srnoo61-6tsr Nominal 6&VIll &quetlmped&quat Opaque 12J312D22 Yes Vea Yet WA Composite Edge Flberglus, Double Door nth &quor,NorFlmq%cuquot Sideldes(Inswirg/Otrtso erg; OXXO COnfigurafWn) 15 a. Therm-Tru Fiber -Classic and Smooth•Star Nominal 88,1118quMImpactaquot Opaque I MII 022 Yes Yes Yen WA Composite Edge Fiberglass Single Door with &quotNorphirout&quot Sideliel QnswinglOutswine; X0, OX or OXO configurations) 16 Therm-Tru Flbr-Clasck and SrwoM.Sbar Nominal 8&u390 Im 4& not Opaque 121312022 Yes Yes Yes WA p Fiberglass pa ai r with Composite Edge FlDarelass Doubts Door aM01 &qum;Nrr-Im pad&quo1; Sidelites (I nswNig/Outswing; OXXO confpuntion) LU 17 q. Them- Fiber -Class. and Smooth -Star Nominal Bell &quotNon-Impadaquot Opaque 12131r2022 Vas Yale, No WA Compoalle Edge Fiberglass Single Door (Inswtng/Ourswirg; X configuration) 18 r Themes -Tor Fiber -Classic and Smooth -Star Nominal 6&e39:8 &quothiomlmped&quot Opaque 12nI12022 Yes Yes No WA Composite Edge Fiberglass Single Door mth Sidelte(s) QMw4nWoulawing, X0, OX or OXO configurations) 19 9. Therm-Tru FimClass. and SmootMSYer Nominal 0&ll&quoLNon•ImpsdBquct: Opaque 12J3i1= Yes Yes No WA Cormpoalte Edge Fiberglass Double Deer With or wtmout SIdwnn (Inamnirioutown g, XX or OXXO Configurations) 2D t. Therms-Tru Fiber -Classic and SrnocrthSte, Nominal "Al Squct.Nomlmprs8rg1J0t Opaque 12J31 rAW Yce Yes No WA Composite Edge Fiberglass Single Door Qnswing/Outawing; X conrguntionJ 21 u Therm l-Tru Fiber -Classic and Snpoth-Star Nominal 8&R390 Squd:Non-Impac%quot Opaque 12/31 r1022 yes Yee No WA Composite Edge Fiberglass Single Door with Sidereal (Inawing/Outswing, XO, OX a OXO conflauntlona) 22 v. Thema-Tru Fiber•O.W. and Smmtl Sbtr Nommd S&rf39;a&quot;Non-Imped&quot; Opaque 12/31=22 Yea Yale No WA Compoato Edge Fbrgloas Double Door Win or wsthout Selobtas (IMwirtgloutawing: )O(or OXXO configurations) 23 w. Therm-Tru Flbr-Cleasic and Smooth Star Nominal 8&P31T81quotNon-Inpd&quok Glazed 12J3l/2022 Yes Yes No WA Compoalb Edge Fiberglass Single Door (I pawing/Outil X configuration) 24 x. Tharmi Tru Fiber-Classa: and Sri sroblStar Nominal 6039.88quot.Non-Impact&quot Glued 12J312022 Yes Yes No WA Comparents Edge Fbrglm Single Door with Sidol6o(s) Qnswing/outwAng; X0, OXr OXO configurations) 25 y. Thermal -Tru Fiber-Oacec and Smorrith-Star Nommol 8&e39,8 aquotrion. ImpadaquOt; Glazed 12131IM22 Yes Yea No WA Compaalta Edge Fiberglass Double Door with or Without Sidelnes (Irlewingfoulsweng; XXa OXXO configurations) 26 z. Therms.Tru Fiber•Clraic and Smooth -Stir Nominal 8&e39;0 aquatNan. Impecfaquot; Glared 12/31r2D22 Yes Yes No WA Composite Edge Fiberglass Engle Dom &nswrigOutewng. X Configuration) 27 za. Therm Tru Fiber Claeeic and Smooth -Star Nominal 8039.08quotNonImpact&quot Glazed 12/312022 Yee Yee No WA Composite Edge Fiberglass Single Door with Srdolli Qnswing/Outtswing; XO, OXa OXO Configurations) 28 zb. Therm-Tru Fiber -Classic and SmoothSter Nominal 8&#39O8quothlor Invad&qunt Glazed 12131=22 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sidelhoe (IrrwringlCubwing; XXor OXXO configurations) Florida Dspertment of Business & Professional Regulation Pegs 1 a2 Building Codes and Standards 115,2021 Product Approval Application Detail nAa 1i• 1 4{ e .,1 a'•ta is"y: ANA-4 ,�. .. ., u u•v,.?.�Y.'�� `1n , , C1' . M r. 4-, ... - . x >-.„Wf1i wee. . r., J ,. t >u•_';!!3° :; .ir ti ,. ,fir SSA! enter a 120 20 12iM Mu1M g1 ]Ya. V-5A g 18mkCYm Glfnm YaYWIW RubM[V d EALAQWRM m212>va a� R.wtian 2020 MI Widows and Doss Bred allarger Luis Roberto Lanes Maven M War. PE 10081 10V82020 10M9/2020 12MYX20 Approred Coegay: Exterior Doors (7171385.3300 PE•82514 ,117)317-6454 "Catorti Mlting Exterior Door Assertbles bu9nger'Lgmiwd.cem COrniollence Method: EvsMetlon Report tram a Florida ReaNerad Architectr a UOM$W Florida FLY18392.I1a Frdauknes Engineer Prtdud. At" 1RodIx1 MOM. NMn "R der Name $94Mt.Deractladc ,Quality tAltruis d Agrrrvad one In for use Approved HYXL Outame for Use Impan NVNZ 94ablppt e0 elm Pressure 1 SERIES 420 ALUMINU M sw SERIES 410 ALUMINVIA SGD OXO 12nino 4 No Yes No WA, 1463f4&qud;x60&tlUd: NON -REINFORCED 2 SSRIES420ALUMINUMSW SERIES 420ALUMINUMSGD OX XO,XX 12/312024 No Y. No WA 86&gtdpr601qud; NON.REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/312024 No Yea Na NIA 145-3/4&4ua;.SGLqud; 4 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM OOD REINFORCED OX. 12J312024 lino Yes No N/A XO. XXOB&quaX961qud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM$00 REINFORCED XXX 12/312024 No Yea No NIA 14311,gunl:068,cuel Fiodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PPr Pp r'rr I o 16=1 rra 1 srl)i,;.,'Mt V' t r r ter. i ,"rc r/ : � r � . 4r`)'S`' ery,� � F•...�.. N 41 `�� � r r r, ,.��'f .,.: ;°,rch .1^rK�.,, . J .It ,�. A .td.,l,�t. ,�, -I. IN I V I'-., s, r�, ..,.,.. ,, n. .S . 1S1rU'n lit t +irz�k✓� S p(l Mt�i 1L.1 1 ]4 ��ih� N ;...t.. T �t :tom., ,.^lea,) , s.. .z:.111 1`: 4.1i1r', d'; .I ,•�:.G.t "5 r 3 1).,: f r.l.:t%., - GM Mally or gig mils Data paoim lYgt indrajon Manufacturer Dalkon Engineer a Uaxatt Valbaled By alders MAM&d P&C Aenroval Aparrinlidtif�LL Revision 2020 Woyn Deem, a gwdm Of Ctremo.d Door Dwayne Krnlah John E east. Jeffrey P. Arneson. P E 10112023 OW2907020 1MV2020 12MUM20 AJOPrOMd Corpollubn (330) 79"121 PE-61737 (904) 821.5200 Cxe9ry: ertrlr Deaf dkomishmway r"nm c 41bcd.gry: 4.dion41 Exterior, Door/ amr1bil99 per, Cwolieraa Malhod: Evaluation Repo/ from a Floede Registered Architect a e Licensed Florida Professional Engineer FLM 24"M Fmfasds 3l9.E Product Modol. hilOOer or Maeel Qualls, A,- Product Description GgwAaxwu lulmu AMEMAO err Uu AMroved fa vie ItslalD In HVNE OLtdtb HNJZ R"Wmlt Dos[M Promri 3 8090/611X1120001105 U039. Mo. wWlh. 1411e39: Mn height. oiring 121312023 No Yes Yes -31.0005.DO available in top orInfolnledrale soul an 10 80DO/O 00/820081123 1641 Mu width. 14611 Max Fall Gang 12(312023 No Ye/ Yet -30.90A33.50 avatnble In top or Inlemrdiale section. 11 80W/81OW620001124 10&009 Max Width. 146839'. Muratori Giaang 1213112023 Ni, Yes Yes •34,401-30,30 evalalde In top or htatnN6161a sodkn Florida Department of Business & Professional Regulation Pop 1 or 1 Building Codas and Standards 19207, Product Approval Application Detail t . - urF,d PJ9A1 41Jr .c :i•.''v .`i'd f 1a ^ n ,a " y. -ht z k'mc 'ti -i '• z x �. y ,Fwt �. .�,�r-,.-', 1.Ya'L�hr_-F_�%1`. �� r, Ar=.ro r... .. '�.it�tif. 1�:•�s �,,. uk,ir,!�i+n 1�... 1 .+.. Y`.., u, : ,.h a'., .y ,��,..I F� ,.N,F.- >s. r.. -,, .- ends, or V . . • Grid, 20 cat pond .➢efts lYga Ywsiw liegalaOgoL contact a riders amiss YelltMo"It Xil" g Sullerrildied FacARW Wal AROUN Alan Re.1Nm 2020 Carte Dymmot AADG. Irk. Tom Rallay UL LLC Troy Bishop. P.E. 12MGIM20 12N/2ozo 1221I2020 1YeX d calet7a7: Ederlor Dons :8411494.2013 t8S)84r-0690 "Catowfy: Exterior Door Components -,else, sseeblq.ce Cprrplia"co Msdrod Corthcallm Mader orListing in Fua11537.R1 Proiluar - DIa1lty Aasursrtea AmrovedforUi a 8Bra41 ird rr Use IMPAM Gtelarl iaa! ilalaD SAo laid Expiration carsIn HvHZ 81MMM.14vkz Resistant E U= 1 80i. 707, 727, t47. 757, 777, and 84Y SInOb.nd Peen d Flush, Gaud. and Lou d single and pairs d 12/31/2025 Yes Yes Yes WA Dore Mlles metal dons. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 1 02 1 M2021 >•, in,m aw t Cp r1 vF it t, n.. a4Vj ° 1 ly .,-t( I aA1' y ^p, �rin L'^i, �+ rVw 'r) 1-J 5,. iilh vi .•lu x. ..- r,f'.1 T+n.., .f-, .a _r>5. ,.. ;,tgii15�19.id.r, C lnlf or Dad. oat. DA, Panelist gala MILIM War,gn Manufrturat o Endnaa a Uipmse YgWd2 fir YdwAeg EbWd PSC Amnia daaralad tlttlYa ReMsgn 2020 MI Windows and Done Bront Mllltpa American Mohnedur/:l 8torwrrl M, Urich PE 11471320 11M 7/2020 1127/2020 Approved Coo": Windows (717) 381.3300 Manufacturers AssodMlon (711) 317.8454 Subcategory: Slnpla Hung bodnger®Mwd tom CompllYres Method: CMNcal Mark or Listing $I.b(desiornig AecrevM /a UM Mission 22" §sigot hodKY Modal. Numbr a Hams $gam is4 a In HY Z CHUM tt>tggivAn �LtlMICL 2 1&5 t)H 52x72 FINFIW Oe Frame IGMC Snob HMO 1 NU2023 No Yet NO .601-60 L.n1Inal.d Glee N CIO O > C^ CL O i..L L U =3 C.) CIO W ann O L w� a � Z J Z Q J rL SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation P.O.6 or9 Building Codes and Standards I1262o22 Product Approval Application Detall r uM�� �4���Vr� : ae•w �.� x- �,_ � r rp4s +`. . o'k . F :sa1' r �k-. •w se r v+ku, �1ni/ r. •6," `tom`, "� ,. • �Y ' .+w u r� L 7i .. ",.iX .FNb4�Lh. -•. l a+�x�'".�.�. A .. .: ...t .`,'Y1�6".`i�,A�Tc'r i"0.,"._•F.�+ m..... &.F. 2211 Entttr or no Wilt Dafoptlidbw 22M I= Version blivartacturshir Engineer & License Validated By VMOM9 AUDM= FISC Approval Approved AMU Revsion 2020 Thermo•Tru Corporation Steve Jesperoon Lyndon F. Schmidt. P E Ryan J King P.E. 101072021 OB/1B2021 1Dr132021 12J/52021 Approved Category: Exterior Doors (11M 843.7828 PF 43409 (813) 787.8555 aubCstslo7• Swinging Exkm a Door Aesembiles e)aapeno*thermatru-pp Compliance MCMod: Ev IuaBon Report from a m Fiords Registered Archtedt or a Licensed Florida Prdee.iaul Engineer FL12pa81,117 Products -ft a Product Modal. Number or Name Product Description ChNIRW Aecurance Contract expiration 08% agamagiLgE InHVMf AaammuLMLWM Outside NVNZ lmm Resistant Quo Premium 1 s. Thermo-Tru Fiber-Clemic and Smood,-Star Nominal 061KII 0quotNan•Irrpact8quot Opaque 12MI12022 No Yes No WA Composite Edge Fiberglas Single Door (I nirmnWOutswing; X configuration) 2 b. Themaki Fiber-Clall and Smooth -Star Nominal fill it 0 &quothlon•Impactaquot Opaque 1213t/2012 No Yea No NJA Composite Edge Fiberglas Single Door vAth S clolke(s) OnswngOOuMwing; XO, OX or OXO mnrgusli... ) 3 cThermo-Tru For-Clusle end Smooth -Star Nominal SAWA;88quatNon-InlpacNiquot Opaque 1231/2022 No Yea No WA Flborgler Compatible Edge Double Door vAh a without Si eshts (Inevinp/Outardng; XX or OXXO 4 d. Therma•Tru Fiber.Clasic and Smooth -Star NNoma gnal7oaA%,O aquotNbn-Impaa&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Door (Inewlrhp,CXutsvAng; X configuration) 5 aThema-Tru Flbw-Clerk: and Smooth -Star Nominal 78R3SO&ItuotNM-Impadaquot Opaque 12CV2022 No Vea No WA Composite Edge Fiberglas Single Door with Sidelae(s) Onsw rigrOutworp; XO, OX a OXO pMfgurations) 6 f Therrns-Tru Flow CMaYc and Smootn•SYr Nomhol 88a39;o aquotNon-Impacaquok Opaque 12131 r20Y2 he Yee Pb NIA Composite Edge Fiberglass Single Door Orrwing/Ovlenami X configuration) g. Themo-Tru Fiber -Classic and Smooth -Star Nominal gUMV aquathlon-ImpaRaquot Opaque 12131I2022 No Yes No NIA Composite Edge Fiberglas Singb Door wM Sdelde(s) Onswlrgldrtswing; XO, OXa OXO n co fi ura0on9 9 ) 8 h. ThemisTru Fiber -Classic and srnlmm-Star NomilM 8&s39;0 &quotNon•Impad&quot Opaque 1213112022 No Vs No NIA Composite Edge Fiberglas Double Door With or With" Most%& (InwAnWOulowng; XX or OXXO cone gurationa) 9 L Therms-Tru Fiber-Clasic and Smooth -Star Nominal 08039:8&quothlon-Imparzaiquot Glazed 12/3112022 No Yes No NIA Cmposito Edge Fiberglass Single Door (Inswing/Outswh o; X configuration) 10 1 Therms-Tru Fiber.Cbsslcand Smooth -Star Nominal Bell&quKNon4mpaet&quot Glazed 1213112022 No Yet No WA, Composite Edge Ftargleea Single Door Mtn Sloslaa(s) (InowAngtou awng XO, OX or ONO configuration') 11 k Therms-Tru Fiber-CYssb and Smooth -Star Nominal O&M;8&quotNon-ImprtBquot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Double Door wish or Without SIOel"i (InaMngtOufeMng, XX or OxXO configurations) 12 I.Therms-Tru Fiber-Classio and Smooth -Star Nominal 7&M:O aquotNorrlmpaa&quct Glazed 12131r= No Yee No NA Dornpoods, Edge Fibergiws 9ingb Door Orrswinyoutswiy; X 001,111gulibon) 13 m. Thwma.Tm Fiber.Ciaric.nciSmooth,8ter Nomiial 7as39;0&quokNon-Impad5quc; G;..d 12131/2(722 No Yet No NIA Composite Edge Fiberglas Single Door with Sid.1do(s) (Inswng/Outawtng; XO, OX or OXO configurations) 14 n ThermiI Fiber.Chmic and Srrmth-13tsr Nominal 5039;0 ftothon-I mpactMu t; Glazed 12131/2022 No Yes, No NIA Cnmpoelts Edge Fiberglas; Single Door OrMwinwoushaIn9; X configuration) 15 o. Thorme-TW Fiber.Cbmic and Smooth -Star Nominal MON,06quotNon Impecc iliquot, Glazed 12131=2 No Yes No NIA Composite Edge Fiberglas Single Door whir Sidelite(s) (IraminglOutawing. XO, OX or OXO configurations) 18 p. Thermal Fibs -Casio and Smacth-Star Nominal 8&e39;09quot;NWmpsc16quat Glazed 12/312022 No Yee No N/A ComposMe Edge Fiberglass Double Door With or without Sldelites Onswirtd/Outsiving. XX or OXXO configurations) 17 q, ThemisTru Fiber -Classic and Smooth -Star Nominal 0800;88,quothlon-Impad&quot Opaque 12I312022 No Yee No N/A Composite Edge Rbarglam Single Door Won Transom (Inrmirgl0lrtswng; 0/Xconfourabon) 18 r. Themv-Tru Fiber -Classic and Smooth -Spa Nominal 0&a39;88quo;Non-ImpaaB,quot Opaque 1213ir= No Yes No NIA Compcese Edge Fiberglass Singe Door 4th 6kfelAe(s) and Transom (IrawdngAOulswing. O/XO, Olox or OfOXO comgursbmts) 19 s. ThernM-Tru Fbar -Closer and Smooth-Stor Nominal 8&#tW;8&quotNon-b'pad8quot Opaque 1213//2022 No Yet No NIA Composite Edge Fiberglas Single Door with adage(.) On.vwng1Outw Ang XO, OX or OXO Continuous Hood and Gil configurations) 20 t. Thermo TrU Rbor-Clsssle end Smooth -Star Nemlrrl Sail 0 aquot hlon-Impad&quot Opaque 12131i2022 No Yee No WA Composite, Edge Fiberglass Single Door with sideligi OnawinglOutewirp; X0. OX a OXO Continuous (•load and Sill bonflgunistio 1s) 21 U. Theresa -Tin Fiber -Classic and Smooth-SSer Nominal 8&A3st8 &quot Non -Ingo aliquot Glazed 12t312022 No Yes No WA Composite Edge Fiberglass Single Dow VAN SdMie(s) QmkWngIOUtXWng; XO, OX or OXO Continuous Head and Sill configurations) 22 v. Themes-Tru Fiber-Classio and Smooth -Star Nominal 58N38:08quot,Non-lmv"&quot Glazed 12/3112022 No Yes No WA Composils Edge Fiberglas Single Door with S clelibi (InsvAnglOutswhlg; XO, OX or OXO Continuous Hood and 911 configurations) 23 w Therma•Tru Fiber-Closlo and. Smooh-Star Nominal 9&1Y34,09quothlon•Inpad&quot Opaque 12ni/2022 No Yes No WA Composite Edge Fiberglas Door Pamela with Vented 9idelib(s) Ons nimwoubwhg XX )=or XXXX configurations) 24 x.Thermo-Tru Fiber-Oseeic and Smooth -Star Nominal 089S90&quothlon•I mpaa8quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Door Panels vdth Vented S1dNitili Onsw(ngtOutewi g: XX W or X00( oonflgure6ons) 25 y. Thema-Tru Flow.Clesicand SmaothSter Nominal B&rA:8&gtctNon-Inlpaet&quot Glazed 12/31/2022 NO Yee NO WA Composite Edge Fiberglas Door Panels wlnh Vented Sidaie(s) OnswinglOu swirg. )0( )00 a X)= oanfipurabons)3tar 20 z. Themn•Tru Flier-Clessio and SmmtM Nominal 8&a39:0&qugk Non-Imped&quot Glazed IW3112022 No Yes No WA Composite Edge Flborglaas Door Pa n6M with Vented Sdalat(Q (InsWng/Outswk.g; XX XXX Of XXXX conliguro110I 2 7 fin-Tru Fiber -Classic and 3mhocm-9br za TFher r 8q npa q of Nominal BsrR��B not Non -I Oka u Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglas Single Dow with 384113al) Sidelte(s) OnsiOnglOutsmng: XO. OX or OXO aonflgurafiona) 26 zb. Ttarms-Tru Fiber -Clark and Smooth -Star Nominal B8R311,11&QUot Non•Inpad&quot Glazed 1213112022 No Yee No WA Composite Edge Flborgbs Double Door vvfih 3&e39ID 8idelits 0nominglOub'Aing; 0X)(0 configuration) 29 zo. The ins-Tru Fiber•Chsic and Smooth -Star Nominal g&#W.0 9qud; Non-Im oacl&quot Glared 12131/2022 No Yoe No WA Composite Edge Fiberglas Single Door path 390WD Sidedial (InswriglOubaywng; XO, OX a OXO -119ursbgns7) 30 zd. Therms-Tru Fiber -Classic and Smooth bar Nome1N 0aa39:0&quothlon-Impaa&quot, Glazed 1213112022 No Yee No NA Composite Edge Fiberglass Double Door with 3E(1f3g;0 Sideutes (I nowing/Outwi OXXO e ftgumbon) 31 zee Them,$-Tru Fiber -Game and Smooth -Star Nominal 7&939,0 &quotNorHlmpaw&quot Shaker 12/312022 No Yee No NIA Sits Composite Edge Glazed Fiberglas Single Door with a without 184139.2 Sldslie(s) On stinngtoutswi g; X OX XO or OXO Gomgumbons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail PP PP 3115/2022 FL06269-R31 Saari! Ent& a ➢atC 20 Ltat@ 20 aStatus IXea 4larsion Manufacturer cc) Engineer & Validated Validated ,Submitted Pondin. ARaroved Approved Revision 2020 POLYGLASS USA Mshury,Alplil License John W 10/2612020 10/22/2020 FBC 12/15/2020 Category: Roofing SVA233133OSmalpertCpolyglass.coin Robert Nieminen Knezevich, PE ApRmlrol Subcategory: PE-59168 (954)772.6224 11/0112020 Undedayrnents Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FI11B2BD-R81 Engineer Products AOQ�S�1 E! OlusideeNN KZ ee 8-0 �21rado Product elodel. Number or Name Product DeapriWIlai InFI)fDL R 1 Polyglass Roof Underblyments Floating undenayments 10r21/2022 No Yes WA 1 Polyt9ass Root Unde(taymernts (HVHZ) Pulyglass roof underlapml ants for use In FBC 121231 Yes No WA HVHZ luriodlceores. 2 Polyglass Roof UnderlaymeMs (non+IVHA Poyglass roof Undena)•merti to use In 12/230W No Yes WA FBC non-HVHZ judadictlone. 1 Polyglass Root Underlaynlents (HVHZ) P to" roof undensymerds fa use In FBC 12J232023 Yes No WA HVHZ furladkBoa. 2 Polyglass Root Uncietsyments (non-HVHZ) Paol1yyglass roof uMemayments, for use n 12/23r1023 No Yes WA F80 non-HVHZ )uIadid: on. 1 t o f use In F ll 3= Polyglass Roo U derla uYKs (HVHZ) P last roof Uflded ems or BC 2/2 Yli Yin ( ) ob9 ayes Yea No WA HVHZ juriedietltxa. 2 Polyglass Roof Underlaymems (non-HVHZ) Polyglass; roof undengymergs, for use In 12f2312023 No Yes WA FBC non•HVHZ jurisdictions. 1 Polyglass Roof Underloyments (HVHZ) Poyglaag rod underiaymergs for use In FBC12I23r1023 Yes No WA HVHZ jurisdiction, 2 Polygess Roof Underlayrserrts (non-HVHZ) Poyglass roof undedwrin ergs, for use in 12123n023 No Yas WA FBC non-HVHZ jurisdietipps. Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application DOW f.-Z r7"Z +WAI.822.5 WA +WAI-W.5 WA •WAJ-(I WA +WA/-e22.5 WA . WA7-822.5 Fagg 2 d2 30=3 ,r 4 ieysgrh .•,. {: ...., .. _ _ ..� , ' - 'aLE�R:'a3'11RiC���if•w, lee - .. 7 ...., .r - _ � f, V .� ..•..,. a .. .c� - ]+.Fr.-+y Z•1�,'� {�;'�" ,'+• fiw �1G.w. � ^F.9 4�.� 2n au aft ll moved m Version Menufaoluror context wauggm yaadetedtsy iMotodd Poe Approve a"- Rewebn 2020 Moak Inc. Sen wsden ICC 6volugbon SwAce, LLC ICC ivaluseon sarvks. 01J032023 12204022 01/03 M23 Approved cdeew. ofte rill Carom., (962) am -Ma LLC. tubCMagory: Truss Pl due ovveldere®mii.mm (N5) 599.9800 Compllnos Method: Ewlurin Report train a FUR1974t10 Product EvakMaon Entity ROducts IMA gwwuAumlm Appawdfm Conrad LNuunOala 1. um Amrondfrlbe HVHZ bga Dmim 1 M18AH6 18 9a. high strenoth trust connector plate 12131,2024 Yea Yet NA NIA 2 M109HS 18 w• Nor high strength cuss connector pb16 121312024 Yr Yes NA NIA 3 MI is 1s w, win ennadoreris 121312024 Yes. Yee NIA WA 4 MT19HS 18 ga high strength trine; connector plate 1213V2024 Yet Yee NIA WA 5 MT20HO 20 go. high strength trust connector plate 1221)2024 Yet Yee NIA WA a TLIS MT1s is go . cur aimnedor Pow 12/31202/ Yet Yee NIA WA 7 TL20, MT20 20 go. bur Ponnntr plot. 12/3112024 Yea Yee NIA WA Fonda Department of Business & Professional Regulation page i or Building Codes and Standards +&2021 Product Approval Application Detail h-.a F' "f y �( a� n5 'tl�(•�` ,sit"- ��,>r M dP ' - 'y�'"iq���. "�,,g�rc""1 '',�.",W m-`r �h�`suy g •r �+ :,�quTt¢p�-�, ' #Y } w.y' .4.�r.. >� +F n� K u uu. gAl�# ( J �+Y, til"•I "�tn -: _ .ore ,.t.,l .... ' x��,y�rrC . "' . r. :. � � s .,ly,. ie, i a-...1'J%l.�ia�'.�".^- .�,k .i rY,e u ,. .� r ;e, � ,•o•''C "�-:418.;,+1`Y - ' � :1.F � ,, lair `.�. ».'�. -RJ,4� Y .. _ , ulz , ".'.�l_ � ',J•y. r � .., _, .. Rmc a .v4f .h,? a c3 996 BrAb or �Dau 2di Date .prod a fats min V7rsio0 Mnu twmrw rilattu imoktKkuwm VelMK" ad VAW&d Submitted FlIC Amro sal A9pmlmY Mgmatkn 2020 PGT lnduhM. Jane Rowwrll ManisDade8000-CER Mi.-Ood. S=-VAL IiM2020 IIAW026 11n12020 ApPWed Cr.pW Wndows (941),186.0100 (740)315.25K 9ubCrapa7 Minor Hung IroforeMQpgarldJtpleac compliaica Method: Csmeo"M /Meek or using pin FLOM-An Ft AOOFpvad for tree Agm2n La Uu kill& ant t Product Model NwMw a Marc Rall.d need IDow Lg1Qad awrati➢DDate in HVHZ $mdeHNVNZ BWMMY 1°riffoure 2 RH%W (Large Laede Mpad) Vinyl Slmio Wing VAnd- 07607x725 Yes Yes Yee NJA Florida Department of Sualness & Professional Regulation Pape/ al Building Codes and Standards Mdml Product Approval Applleabm Detall .;�M x- k• :a .� ..�.�•• q. 1..u, ri w t': "� a Xe - r, As: r .:J.' ti� - _ - _' 6.. w,•�i' I 1 Hs, 4` i� >r . .� e ...� . r •fir",, .��- .� . „ .. .. .:tY���,�w � �'Jlt •�' . raft ....� ... - iimOLM an Dove 29LBNLdm tau I= Ygo(m Manufrlura coned 6,,dn,,A 1J .,th YM)ggyga( Validated Submitted POCAmmvJ A,-v 9 ima AmilmMlon 2020 POT mwanes Jne Rosoweki Mend -Dade BCCO-CER Mim40ath OCCO-VAL I1N52020 110512020 11/41/2020 Approved CM.": Wndowe (941) 486-0100 (786) 315-2690 eubCWgory: RKed 1r9so"KhopgIndusmste COmpllanc.M4mod: Certliestlea Mark w LMing on, �il'}� PF ys� 4M PF rysy AMML& M MM AmLmmilKnu AMLMMd"LUM m la 1>wm AMA product Model Number Or Nun. Product ostentation contact Cealrall- Did, in HVHZ arid, HVHZ .tilaNgt li-no 5 PN-5520(Larg. Meant lmptcli Vrgi Fixed window 04,1041025 Vet V Yes NIA Florida Dopeltmenit of Business & Professional Regulation page I el Building Codes and Standards 1=21 Product Approval Application Detail PP PW 1 /J ^s 1� 1 m M , B• r �k `'u'�� `r.�•., ,. - SF.ar-.t�.___t.�li'. +-'�y�ev '�. I . - _ ... „: ,,,.. i 22" 1DItt a )fry at ors pemsm On lam Yamea Momdmb= QMaM EBMowastalisaw MMLONOM mildtd samim EWAMUM AnorWa0 oLtu Rewelon 2020 MI Window end Doom Brent surhow Amedan Aratwurel Steven N Undh, PE IOMO M20 10MIA1020 1ona2070 Approved 01WHO0ry: Waldenses (717)305.331110 M... Adurrk A..adetlon f71T017.e•154 KMCat4wM. Hateoaal 8edr bstingsrsillmh7d- CoMltnH M4mos Onl11ka6M Mork W Lkiing PUMMI'map.d�[ QW M Amrams AMDhW fw W & Amoved to Ur )gg W 2 MM ill" Frrlud rada- AM bee pee neon EMANLORAgdow ggckmLANKINgaam Law= guwg sm tltsMti t F3w= 1 He 186 Fln and Fare. Frame n.621naulde Glase Owle/1024 No Yet No .W.55 Florida Department of Business & Professional Regulation ►age I d1 Building Codes and Standards taaml Product Approval Application Detail :llri3lk• v�• :. .:'. rl1'8 +..., }ij4;1 .a ,. =iG :. t•,"�.�w. ,Los.. „ cots+ ' > 1,�:}.p�,:1 ' i .. »•'gJ!nMi-eels �3m' , „..-....�1'��{'c a;;��1i",'+N��n��017 ,���vSi�� p�i Cent ADtl&.at Ill 2de ants Pendant 21W bgg Y)m(go )Eamldklum cooled Endrnw U-, VaFialaLAu Yd"d aem0L7Y FECAmmni Ateuil 2MML R.O.J. 2020 MI Winders hod Doan Sr.M S 1hw Lute R Lomas. PE 91-n M Urlch. PE 100642020 101002020 10A912020 12115=20 Approved CO."!Wlndows (717)385.3300 PC-62514 (717)3174454 thalostegery: Musty. ba'hgearn wdl:an Cwpli nc. MYhaa C-vaMigon Report tom a Fladds Reglstend MchNect a a U-sed Florida Professional Ergs- FidaiSiALanguMt amtb Ara hoRmousgae aossAuKIWAu lemrll 219m Egg Reduce N.M. fa muLaLo ma o Cgo y U2y� � 2 5784 vai Numhum Malian No No Yea Yee WA Florida Department of Business & Profeaslonal Regulation gag, I or Florida Depattmenf of Business & Professional Regulation Pege 2 or Building Codas and Sta ndarets IRMI Building Codes and Standards 1002021 Product Approval Application Detail Product Approval Application Detail � yam,,,.. :.,. ''1s + era _ '.i g.'. -�1. `•' ., �'"1�r'" ''r'"1'^" �''": tw,.� ', �M. J � >�& -. , -, :, w � -u� �'1r�' '' �i .r '. sR.. .. �,; ��v ,y� , v. nn},yT�p,YP,; .. .t''S,,-C'^I '5k';!m i.•..'�_.., x1:{,5�1(I�..M•NA�i MbWI,qV'Y,.�w4�:'�t'tY.2YS"Sp'.,_<:.�-. lt,r5•i:P'', , , I'r�k,`K ,� ik,�2Wt- inn �[y i"ry".,', - wYn�..., H,., ..,, :... ,7���}... `. •' ���.-�i�v�.�d�'l.�lr+.N�Mi,r4. id�"+_kr. !;':;.�' .�X �:....�v�. i'.,�.,+ 5'F�J. -.. :..,.��.r. .�"J' Y•^.,c'.yvM1 �.. �i�1kd�R4e'_F14'�� ' _ ., ,.... !. .. ,. L . , � r . . , .. ... , . .... S tat EMmr3r alit aMt ➢Mt Ftugm 20 ])(m Yarsllm dlamd�m 1imlYi e a LerahaayadYrl sir Vaig m )8omm LWLAZW t Agga>m I11aIE �� Vu111m aemdADMrsL SenteM LeMouc/l(Eemt )MIIOYm.11L Vmww &am" FRC AMUM AUL M9 aegis Revision 2020 Janes Hardie Sulking PoduceU. Inc. Chad Disease V. Andrew Tan John Sduthad, P.E. 01105=21 12M0020 DI/M021 ding FBC Appr, RwA°lon tam Abide Nick rh mpw Lyndon F. Schmidt. P.E Ryan J King, P.E. 02/1542021 W1512021 0242M021 04n312021 Approved Coleslaw Pant Weil. (Oft 543-8359 PE-8102 o52) 3ar-me cMepary: Pnd Well. (330) 9M.2389 P9 43406 (513) 767.8865 "Category: acing ehed,di ek,(EJemeshrd RbCraepory: Stgh nthemp.onaalsid..oan Comelonca Mahal EvauakM Report tan a scan compliance Method"Lithon Ragan apesa Flordk Ragatered Architect we Limited Florid. Florld. Registered Architect r a U-sad Florid. Raeulonal Eni new FLM3192AN Products Ptats2?ZAS Professional Enpnthr Pleased, goal AMElmord Aopoyedia us. Amoved fa Use highest DPAW A� avad Mor � KZ no Product Mudd. Number a Name $1aYMt p ca u t mu In KWZ out" him Resistant Pmmm sM a el Nr a Me" Model Nam PrDetonator,ove e Detonator, central I at0 a Nh VNL Outd +�F 1 pprossu s 1 Camplank LapSiding soar -cement lap siting 1213IJ70M Yee Yee NIA WA 1 a. &qud;2T&quat Sofa Vent a Sold Vinyl WR 12131=3 Ne Yes No WA 2 Herd.Pkmk lap Milking nrr-cement lap sling 12M2023 Yee Yee NIA WA 2 b, AWatAtlenc. 1`46qud; so1M valor Sold Vklyl Sat 1213112023 No Us NO WA 3 e. 8qud:Grenbrler Vintage Sea,NclUM: Song Vent or sold V&IM Sort 121311Z023 No Yes No N/A 4 d. LIYa:DlLcp,d; Seat Vent or Sdd Vary( Gale 12/3112023 No Yes No NIA 5 a, Lq,d:Chrter Dak&quot loot Venter paid Vinyl Sofa 1221r2023 No Yee Na NJA 8 f 8qud;8upr 8pan&quot 8olyd Vent r Solid Vmvi Sae 12131202o No Yes No WA Florida Department of Business & Professional Regulation Page I at Floride Deportment of Business & Professional Regulation Pop I er I Building Codes and Standards IOWM21 Bulling Codes and Standards 1417021 Product Approval Application Detail Product Approval Application Detail • ti ,sir ,. w+, y�!� `�W ��.... ,- .d..9,F &- .e . X" . d �.`��b`�& .3.e'.R�. , _ . g L� , ,..."•. a •. 1' +�Y�r 'Fl• .Jr ,. .. ` T � 5s ism . 4_rr�'„c' IE4.tGh n � • y net V M1 d }w k .. .. ,,,�... v r .,. Y f; �.vr �r�,�� �' , ,."�7 . v� 9 1,:.. �A . w ..>. _�1.. w'�r'J•,4,� n�iw �,'��rt�a"t Sra�Yka _. r���?'3JL.:�..a.....'r�.-%i.z:e.F:'.�n.,.. . 1Ts"��::�?�$ r_ Sob Entice 2A& Bete DMtEmym Am late Enfae r Ogle An talE-tm nay MIA version ItaoLdocairsL cartoon lawau kilo mat VLt9Yedre VeaIMeY )ice FaC Amm W Agznw aim Mtn vandal Obtained- agdoa1 FaMmecalksma )nIY11 iM& Yaldw momw LwLha gill AULUM McWt Fhk,A on 2020 TAMKO Suldng Products LLC Kem Eden Reinert Notation Jahn W: KneaeNen, PE 1010N202D 0WgA!020 10AW020 12A U2020 Apprarod Reuslon 2020 L.V. ThamPem, Ina. db4 Thompson Architectural Tory Chnslmen Zoet" R. RMet Stwen M (filch, PE 09n 7/2020 09/1anom OSJM020 12/15=20 Apprawd colossi Roaring 14171624.6044 PE-50186 fl)54)112.6224 MMNt Company l TANICD) (8131248-3456 P&74021 i717)317-8454 "Ceupery: Um.rlaymerd, kern 6deripr,te,rom Coo": R004ho tanyQpoholsoconnocom C"Hanee. Memod EYakni Repoli (ran a subcategory: ROorng Accessories that are an Florida Repdarsel Arnnset ora Licensed Florida Integral Part alma owing "a compliance Method EAILobw Report tan a Prolf-land Engineer Flald. Registered Archlbcl or Uansed Flrlde tip. ProiarlonM Engineer imi gmd&AUWAUI A--dfair Product Description In Rva Us, Amendsiru.. outside HVINZ tgatet Re" Elelattld Frasein Aparordfur Uss Amoved for Lin !meal Rtft I TAMKO Rod U.d dilyr,nt.(HVHZ) Asd undedsyments nor use In F BC HWR 06.2MI Yes NO NJA N/A �j rkmud r.d.l. a.nnrr arm. pia iL=L ) Egger (agMee lu sdat ow 1 TAMCO FIM lap Ot-Podpe Vent Hun Baste io Tar 18 pa. stoop roof ie dksor with bane 0WMTA Yet Yee NM WA 2 TAMKO Rod Undarte„nent9(NON-HVHZ) Rod und.d."ari sir use in F OC nn44VIa 06202023 No Yes NIA WA 2 TAMKO 0cosema Veto 26 psi o9/00 m No Yee NA WF52.6 ilnroasnt 3 TAMCO OIFRkee Roar Vent wall ftfk 26 O6 slaec rmf-fi Wa with Integrated battle 090062028 Yes Yr NJA WA 4 TAMCO Rand lop Off -Ridge Vent With Bello her TIb 26Ink. 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LAM PE, LLC 07M40m0 07M40m0 070212M ApprOad *Pus"WAd" lyblrsem P"136 (OM)Re4436 oubowl9wlP Fb40 aP11 Rt40Ba swaeyna a~: elakaapn Row from a peyprodrabpplvxlM�ps FlOdtlaRWl4hxe0 Arahlleatw■ L bwvad P-W. I..awm FroM IOWEmr4w 9noL6CAlloora Add AIM A2KMM&tr1M bmw ➢NdM Alai PrWwaae.LMurobwwNanr rydiaaaaaAwan Cakraaltarakah,fDaa InNnts CubIMt1NR %okw@ P 1 108arb Laanga FbaO 10 sans IM' FWW Fbad vYbaaW m12312m1 Yba va No WA 0r O 0 I 1� A A N lA -C 6 � 0 d � 07 -6-0 N N � j O O -a--p U O 0-0 C -� O .� CU U ^^s_ I..L. N O '�^ VJ O O Q O O U- W '0 E O ICU O S_ ZZ � � L Q .0 . - �/�/ U) 4 Q Z W J nW' CIO 0 L- U O u) CU m ICU w z J z J March 6, 2023 SHEET NO. PA 1.2 • Updated t2/3orzozo Simpson Strong -Tie 2020 FBC Approved Products u P F t Inks to T rods tried bet CLICK HERE For tllrec n s all $8 approvals ow, e Pr CLICK HERE For addlknel Information regarding FIOr146's Statewide Product Approval System end MarN-0ade County Notice or Acceptance MCA). FL#3368-R7 22"Product Modal. Num tzar or Name Product Description 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FLADWS-Rif A&IM Product Model. Number or Name Product Description 1 SD10112DBB Outdoor Agents Connector Screw 2 SD9112, SD9212, S010112, SDI O212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Conn actor SS Screw 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271968, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Soong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Soong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134, SOS25200, SDS25212, SDS25300. SDS25312, SD825412, Strong -Drive SDS Heavy -Duty Connector Screw SOS255M SDS25600,SOS255M 8 SDS2511255, SDS2520OSS, SDS25212SS, SDS25MOSS. SD625312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strang -Drive SDWF Floor -to -Floor Screw FLflf 0007-RB All Y Product Model. Num bar or Name Product Description 1 ATR3/8, ATR11Z ATR5/8. ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8.2, BP1/2, BPI/2.3, BP5/8.2, BP5/8-3, BP3d4, BP3/4-3, SPRTUD3-4 Bearing Plates 4 CNW3/8.. CNW112. CNW518, CNW3/4, CNWS/8-1/2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD55, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, 145, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5. RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tledown, System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod RunTledowr System FLIf10441-R6 Product Model. Number or Name Product Descrlotlon 1 DTT2 Hold-down 2 HDC10/4, HDClCY22 Hob -down 3 HDQ8,HHDQII,HHDO14 Hold-down 4 HDU2, HOU4, HOU5, HDU8, HOU11. HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8. LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAII8, PAI23.. PAI28. PAI35 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold -dawn 12 STHD14, STHD14RJ Soap -style hold-down IESM Simpson Strong -Tie 2020 FBC Approved Products Updated 125W2020 CmFor direct Inks to all SST approvals Isted below, CLICK HERE For addtional information regarding Florida's Statewide Product Approval System and Marl -Dads County Notice of Acceptance INCA), Q tiC HFRF. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 53/B" to 15-1/8". 22 LBAZ series hangers Top flange hangers available In width of 1.6116" and heights ranging from 9-3/16" o 13.1/8" 23 LE03, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/2' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-112' 25 MIT ashes hangers Top flange hangers available in widths ranging from 1-Wle" to 5- 1/8" and heights ranging from 9-1/4" to 24" 26 PF, PFB, PFDB, PFDSB series hang ere Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" o 7- 1/8" and heights ranging 9-1/4" tD 32". FL#10960-R5 Wall Product Model. Numberor Name 1 ABA44,ASA44R,ABA46,ABA48R,ABA66,ABA68R 2 ASU44, ABU44R, ABU46, ASU46R, ABU5.5, ABU5.6, ABU65, ABU86, ABU66R, ABU86, ABU88R,ABU1010.ABU1010R,ABU1212,ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW -7 4 AC4, AC4R, ACE4, ACB, ACBR, ACE6 5 BC4, BC46, BC4R, SC6, BC8R, BCS. BCS2.2/4, 8CS23J6 6 CB44, C646, C848, C2168, CB88 7 CBSQ44-SDS2, CBSO46-SDS2. CBSQ66-SDS2, CBW86-SDS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPI344A, EP544, EPB46, EPSW 12 EPS4Z 13 LC844, LCB86 14 LPC4Z,LPC6Z 15 MPB44Z, MPBW, MPB88Z 18 PB44, P644R, PM. P866, P966R 17 PBS44A,PBS48,PBS66 18 PBV6, PBV10 19 PC44-16. PC48-18, PC48-16. PC84 16, PC88-18, EPC44-18, EPC48-16, EPC48-18, EPC64-16, EPC68.16 20 PC4Z. PC4RZ, PCOZ, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ. EPCBZ, EPC6RZ EPCBZ EPCBRZ 21 PPB44-4Z. PPB"6Z 22 RPBZ FI-1010886-R8 ,a�,lfi,� Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 G1404 GH46-8, GH48-8. GH48-8, OH410.0, GH410-8, GH66-6, GH66-8, GHW-6. GH88- 8, GH610.6, GH61M 4 GLB5A,GLB5B,GLB5C.GLB5D,GLB7A GLB7B.GLB7C,GLB7D 5 GLST512, 08LT612, GLBT518, G8LTe16, GLBT520, GBLTS20 6 HGLHA.HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Dascriptton Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9-1/2' and W2 ranging from 3-5/8" to 7.1/2" Screwed column caps with W1 ranging from 3.1/4" to 9.1/2' and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Harper Glutam Bearing Plate Glulam Bearing Plate Heavy Gluern Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate • Updated tzl3onozo Simpson Strong -Tie 2020 FBC Approved Products P P 9 pp F t aISS ravels lsted below,CLICK HERE For ctat Inks o I T approvals CLICK ERE For additional Information regardingHandab statewide Product Approval System end MwN-dDade Canty Notice a Acceptance (NOA). M FL#10446-R8 �ffi Product Model. Number or Name Product Description 1 A21, A23, A33, A34. A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, AP844R, APV886, APBWR, APB88, APB88R, AP81010, APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R,APVB86,APV888R,APVB88,APVB88R,APVB1010,APVB101OR 4 APDJT2.4, APDJT2R-4, APDJT2-e, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH4 APH 4 APHHeIO APHH81OR 8, H 6R, Outdoor Accents Hanger Y 9 6 API-4, APL6, APT4, AP'T6, APVL4, APVLB, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z. CJT8Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCB Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A.2, H10S, H14. HOA10 Hurricane Ties 17 HCJTZ Heavy ConcealedJofatTle 18 HH4, HH6 Header Hangers 19 KB.S1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1 81, LSSR21. LSSR2.37. LSSR2.56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML237, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Rod Tide -Dawn 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC,RBCP Rod Boundary Gips 32 RST-3 Rod Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2. Z4, Z44 Panel Stiffener Clips FLM10447-R5 9aa g Product Model. Num bar or Name 1 AHEP 2 DSC2R-SDS3, OSC21_SDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRCMI 81, HHRC44, HHRC5.25rd.25. HHRC5.3713.1Z HHRC66 6 HRC1.81,HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26,LSSU28.LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422; THA426, THA422-2, THA426-2 12 THAI1.81122, THAl2 06122, THAI2.1122. THA1222, THA1322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2.5-9DS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2,VPA25,VPA3,VPA35,VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 a For career Inks to a1188T approvals %sled below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mam4)ade County Notice of Acceptance (NOA), CUCK HERE. FLIH046Ca ,�,� 115 Product Model. Number or Neme �ygj,p 1 BT, BTB. STH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Sbaps 5 CTS218 Comprossion/Tension Strap 8 DSP, SSP, TSP Saud to Plate be 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, H165, H16-2, H16-2S Hurricane Ties 8 HGT.2, HGT-3, HGT-4 Heavy GirderT-redown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2.2-SDS3, HSS2.3SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTS016KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21. LSTA24, LSTA30, LSTA38 Straight Straps 18 LSTI49, LST173 Straight Straps 17 LT820, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium GkderTudown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTAD, MSTA12 MSTA15., MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC6883 Pre -Bend Soaps 24 MSTI28, MST138, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS50C Medium Twist Strap 26 NCA2x10.12, NCA2x12-12, NCA2x8.16, NCA200-16, NCA2x12-18 Bridging 27 RCW812, RCWB14 Wall Bracing 2B RPSIS, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPS, SP8 Stud Plate To 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Saud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115.. ST2215, ST8215, ST5224, ST6236 Straight Straps 34 TWO, T827, TB30. TB36, TB42, T848.. TB54, TB56, TB80 Tension Bridging 35 TWBIO, TW812, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedw.n 37 WB108, WB1000, W6128, W6126C, W6143C Wail Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.e2SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5506SDS, HHGU562SDS, HHGU7,00-SDS, HHGU7,25SDS, Light Slopeable/Skewable U Hanger HHGU9,00SDS Truss Bearing Enhancer 8 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46. HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Woiets Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.Sf/9SOS. HUCQ1.81/11SDS, HUCO210.2SDS, HUC4210-3-SOS, HUCQ310- SDS, HUC0410-SDS, HUC0412SDS, HUCQ5.25MSDA HUCQ5.25/11-SDS, HUC0810. SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products updated 12rsunazo For &act Inks to all SST approvals Isted bNor, CLICK HERE For additional information regarding Floridab Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), CUCK HERE. FL9114ti6-R5 �gy Product Motlat. Number or Nama Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210.2-SDS, HUOQ210.3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THG83, THGBH2,1 HGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3SOS4.5, THGQH2SDS3, THGQH3-SDS4 5, THGQH4SOS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Joist Hanger FL#11473-RE Sea # Product Model. Number or Name Product Description 1 DETA1_2D Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H18S, H16-2, H16-2S Hurricane Tie 4 HETA12, HETA18, HIFTA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALte, HETAL20 Embedded Truss Anchor 6 HGAMIO,HM9 Masonry retrofit connections 7 HHETAI6, HHETA20. HHETA24, HHETAQ Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, MC-TA40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM80 Step Tie for Masonry 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry FL#11496-R5 A2" Product Modal. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Boned Holdowns 3 HD36, HD5B, HD78 HD98 Bolted Holdowns 4 HTT4, HTT5, HTT5-374 Tension Ties 5 LTT19, LTT208, LTT131 Light Tension Ties FL#13628-R5 &MI Product Modal. Number or Name Product Description 1 SBS8x24. SB7/8x24, Sa1x30 SB Anchor Botts 2 SSTB16, SSTB20, SSTB241 SSTB28, SSTB34, SSTB36, SST BI 8L, SST820L, SSTS24L. SSTB Anchor Bolts SSTB28L FL#13072-114 9�ti Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, C820, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MSTI48; MSTI60, MSTI72, SIMST27, S/MST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUBH3.25, SUBH325, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40. MSTC52 10 MSTC68, MSTC78, ST8236 11 MTS12, MTS18, MTS18. MTS20, MTS30, MTS24C, MTS30C 12 SIB1.56, 5/B1.81, S/62.06, SIB2.37, SIBZ56, SIB2.68, SIB3.12, SI83.56, SIB3.62, 6/84.06, SIB4.12, 5184.28, SI84.75, S165.50 13 S1BA2.1218, S/BA2.12110, S/BA2.12fl2, S/BA2.112/14, S/844.18/8, SIBA4.18/10, S/BA4.18/12, SJBA418/14 14 S/H1A 15 S/HDBS, SIHO88, SMD+OS, SJHDIOB, SIHDISS, SIHDI5B 16 S'HDU4, S/HDU6, S/HDU9, S1HDU11 17 S1JCT. SMJCT PMduct Description Coiled Straps Straps 97 mil (12 go) Heavy Twat Straps Steps 43 mil (18 go) Steps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Soaps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Foos -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1.9118" to 3-9/18" and heights ranging from 9.1/8" to 23-15118". Face -mount hangers Fece-mount hangers available in widths ranging from 1.5/8" o 7- 318" and heights ranging from 53/18" o 12.7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 6.1/8" and heights ranging from 4.3/4" to 16-314". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/18" o 7- 1/2" and heights ranging from 2-718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/18" Face -mount hangers • Simpson Strong -Tie 2020 FBC Approved Products Updated 12rYMO For direct Inks to all SST approvals listed below, CLICK HERE For additional infgmadan re9ardh9 Flrxida'a Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NOA), Sjt(-K, HERE. 18 S/LBV1.56, S/ILBV1.81, S/LBV2.06, SILBV2.37, SILBV2.56, SILBV2.e8, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, SILBV3.62. S1LBV4.06, S/LBV4.12, SILBV4.28, S1LSV4.76, S/LBV5.50 19 S(LTT20, S/DTT2Z, S/HTT14, H174, HTT5 Holdowns 20 S1MST60, SIMST72 Straps 118 mil (10 go) 21 SP4, SP6 Shod Plate T es 22 SSP, DSP, TSP Saud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-RB Ain/ Product Model. Numtler or Name 1 CCOM3.82-SDSHOG, CCOM4.82-SDSHDG, CCQM5.50-SDSHOG, CCTQM3.62-SDSG, OCTOM482SDSG, CCTQM5.50-SDSG, CCCQM3.82SOSG, CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQM04.820-KT, ECCLLQMD5bOG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,82G- KT, ECCLRQMD5.5OG-KT 3 HGUM5.25, HGUM5:50, HGUM7.00, HGUM7.25, HGUM9 00 4 LGUM26.2, LGUM26.3, LGUM20 4, LGUM28.2. LGUM28.3. LGUM28.4, LGUM210-2, LGUM210.3, LGUMI2IO.4, LGUM48, LGUM48, LGUM410 5 MSHA3.12/9.25, MBHA3.12/11,25. MBHA3.56/7.25, MSHA3.5619.25, MBHA3.56/11.25, MBHA3.56/11.98, MBHA3.56114, MBHA3.56116, MSHA3.56N8, MBHA5.50/7.25, MBHA5.50r9.25, MSHA5.50/11.25, MBHA5.50/11.88. MBHA550/14, MBHA550/16. MBHA5.50118 6 MBHU3.58/9.25, MBHU3.56/11.25, MSHU3.6&11,88. MSHU3.58/14, MBHU3.56/1a, MBHU356/18, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50/11.88, MBHU5.50/14, MBHU5.50/16, MBHUS.50/18 FL#13975-Rif S,W Product Model, Numberor Name 1 SDW22300, SDW22338, SDW22436, SDW22468, SOW22600, SDW22800, SOW22e38, SDVMOU 2 SDWC15450, SDWC15800 3 SDWH19300DB, SOWH19400DB, SDWH1DSWDB, SDWHIGSOODB, SDWH101000DB 4 SDWH27400G. SOWH276DDG, SDWH27800G, SDWH27100DG, SDWH27120OG 5 SDWS16212, SOWS16300, SDWS1$312, SOWS16400 6 SDWS19800, SDW51971Z SDW522400,SDWS22500.SDWS22512, SOWS22900, SDWS22800, SOWS22900, SDM221000, SOWS221100, SDWS221200, SOW5221500 7 SDWS22300D8. SDWS22400DB, SDWS22500DB, SDWS2280OD8, SDWS22800DB, SDWS221000D8 8 SDWS22312DSB, SDWS22512DBB 9 SDWS27300SS. SDWS27400SS, SDWS27500SS, SOWS27600SS, SDWS27800SS, SDWS2710DOSS, SDWS27120OSS 10 SDVN134CO 11 STN22 FL815383 R3 JW Pjoduct Modal. Number or Name 1 AS 18, AS 1885. AS 1880 2 A5 20HS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSoreww Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL#15730-R4 ling Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSV1_3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3(3 Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated,2rswm2o For career Inks to all SST approvals Isled below, CLICK HERE_ For additional Infon &tIon regarding Florlde's Statewide Product Approval System and Marti County Notice or Acceptance INCA), CUCK HERB. 11 HUS, HUSC series hangers Fece-mount hangers available In widths ranging from 1.518'to 3- 9116" and heights ranging from 45M6" to 11" Concealed flange version (H USC) available for models having width equal to or greater than 3.9/16" 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 5/8" and heights ranging from 9-1/4" to 16' 13 LGU3.25-SOS, LGU3.83SDS, LGU5.25-SOS Face -mount hangers 14 LU24, LU28, LU28, LU210 Fooe-mount hangers 15 LUC262, LU02102 Face -mount hangers 16 LUS sores hangers 9 Face -mount hangers available in widths ranging from 1-9116" to 4- 9 D 9 5/8" and heights ranging from 3" to 10-15/10' 17 MGU3,W-SOS, MGU5.25-SDS. MGU5.50-SDS, MGL15.e2-SDS, MGU7.00-SDS Face -mount hangers 18 MIU sense hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 1/6" and heights ranging from 6-15116" eo 19-1/2". 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL.. SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from I - 9/18" to 3-9/18" and heights ranging *am 3-Itl6'to 13-3/4" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" o Wand heights ranging from 2-5/8" to 11-1/4" 11"LS10867-R6 sea x Product Model. Number or Name Product Description 1 BA series hangers Top flange hangers available In widths ranging from 1-9116" to 7- 118" and heights ranging from 7-118" o 30'. 2 DGBF series hangers Top flange hangers available In widths ranging from 3 518" to 7- 118" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2'to 3- 5/8" and heights ranging from 7-114" to 24". 4 DGHF rsenes hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 2X' 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 718" and heights ranging from 11" to 32-1/2" e EGO series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 1/4" and heights ranging from 11-1f4" to 37. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-73' and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available In widths ranging from 1-9118" to 7- 1/2" and heights ranging from 8" to 30' 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 5-716' and heights ranging from 10-112' to 28". 11 HGLT series hangers Top flange hangers available in w+dths ranging from 3-1 /4" to 8- 7/8" and heights ranging from 7-1/2'to 32' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 3T' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" o 3- 9/18" and heights ranging from 18" o 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.1/8"to 3-9/1Wand heights ranging from 5.aW to 13.1/8" 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16"to 5- 1/2" and heights ranging from 3-711fr' o 15". Concealed flange version (HUCTF) available for all models having width equal to or greeter than 2-9/16". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9116" 0 7- 1/8" and heights ranging from 5-318" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16"to 7- 1/2" and heights ranging from 5-3/8" to 32' IS ITS series hangers Top flange hangers available in widths ranging from 1.9118" to 3- 5/8" and heights ranging from 9-1/8" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9/16'and heights ranging from 5.318" to 7.1W' 20 J8A series hangers Top flange hangers available in width of 1-9118" and heights ranging from 9-VIW'tD 13-1/8" ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to ail SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Maui -Dods County Notice of Acceptance (NOA), QUICK HERE, 5 SET-XP Adhesive Anchor for concrete 6 Soong -Bolt 2 (ST62, ST824SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HO (THD-H, THD-HMG, THD- H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainloss stool, or with countersunk head it carbon steel and Type 316 stemless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25158RH, THD637158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH. THO10212RH) 10 Wedge -All (WA) Wedge-AII Anchor for masonry FL#16230-RO agl" Product Modal. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong-Bolt2(STB2) 5 Titan 2 (77N2) 6 Titan HD (rHD-H4SS, THD-H6SS, THD-CSBSS) 7 Titan Turbo (TNT) FL#16837-R3 acall Product Model. Number or Name 1 X3481016-SK, Xl$1018, X1 61 018-4K, XQ1S1016, X01 61 0164K 2 XL0114T1224,X1Q114137224.2K 3 XMQ114S1224, XMQ11481224-2K 4 X0114S1224, X011481224.2.5K XI14S1224, XQ112S1224, XQ11261224-2K 6 XU34S1016. XU34BI016-5K FL03LVO-RO Sri M Product Model. Number or Name 1 OSSCB43.5 DSSC846, DSSCB48, DSHS 2 FCB43.5, FC845.5. FCB47 5, FC849.5, FCB411 5 3 FPHS034511018,FPHSD3481018,FPHS034B1018-5K,FPHSD34S1214, FPHSD34B1214, FFHSD3481214.5K 4 LSFC2.26, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC425, LSSC6.25, SSC2.25, SSC4.25, SSC8.25, MSSC2.26, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC8,25KW 6 RCKW3,RCKW55,RCKW7.5,RCKW3S,RCKW6.5S 7 SCB43.5, 90845.5, 90647 5, 9C649,5. SCB411.5, MSCB45.5, M80647 5 8 SCS32.5M7, SCS62.5/97, SCS82.51118. SCS82.6/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34BI 414, XLSH78B1 414 13 X01S1018, XOiB1016-4K, XQIS1214 X0181214-3,SK, X078S1224, X07BB1224.3K, X0114S1224, XQ11481224-2 5K, X0112S1224, XQ112B1224-2K, X3481016-5K, X1 S1016, X181016.4K, Xi S1214. X181214.3 5K ProductDescription AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Acres" for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Desoriotlon #10-16 Strong-Orive X Metal Set -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Sag -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Heed #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Meta( Set -Drilling, Tapping Screws with #5 Drill Point #10.16 Strong -Drive XU Metal Set -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fired -Clip Connector #10-16 and #12.14 Strong -Drive FPHSD Framing-o-CFS Sag - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head-o ll Slide -Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping Screws 010-18 412-14 and #12-24 Soong -Drive X Metal Self -Drilling, Tapping Screws �a N L N j ( U O CL CL C LO C Ca -p Q- C (Q-0 0 O (U O C O O 0 CU L 0 O CU 0 aim "C co^� VJ Q n ff .� & 1 CW W r� V / ca O CL SHEET NO. 2023 PA 1.3 eAODtrtrrca�rAOL sa:czzoix PGT ]Lnd�stries. Iar. Inc. tl�t's sw *a street. ltaam?68 NOTICE OF ACCEP?�:�TCE: E`TT1E�ICE SUBMITTED l NOTICE OF ACCEPTANCE: EVIDENCE SL�B3iITTED DEI!'ART�lQTOF AEGULATOAYAIr•DEtOV03tIC AESOFR.GES(AEA} Moan. Flmtide 33I75-1�74 OF ACCEPTANCE: E4ZDE�'�t� SUBMITTED BOARD AND CODE AD14fII�irsTRATrox DI�'ISI�OY a {?S� 3I5-2,90 F (�86] 31i-3i94_'�OTICE 1. Evidence submitted under previous NOA D. Q[� ALITI ASSL?R.�'�TCE NOTICE OF ACCEPTANCE {,1T0 A) a.nit.au..;raaer.vrece.otn� A. DRAR2tiGS 1. Mamtfacturt:r's� die drawings and sectiians. B. TESTS {continued) 5. Test on 1 Air Infiltrations Test, FBC. TAS 202-94 report ) l� 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ PGT Industries, Inc. 147t? Technology I?rn-e, North Venice, FL �-t�7; (Srrba�iitic�rl r�►r�er�O.l:�►a. 11-a1�' lAt} 2} Uniform Static Air Pressure Test, per FBC, TAS 242-�94 E. MATERIAL CERiLITCA?TO;.'4S SCOPE: ?_ Drawing No. 3�-�:�70.0, titled"Vinyl Sliding Glass Door i�l'OA (LI4i}". sheets 1 3} Water Resistance Test, per FBC, TAS 20'1-94. 1. Notice of AcceptanceNo. I:5-a328.1a issued to Vision Extnisian Limited for their This NOA is being issued under the applicable rules aadregulatiams governing the use of constructionmaterials. The through 21 of 21, prepared by manufacturer, dated 14,'O�ii 5, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 '�7rit+e Rigid PVC Exterior Extrusions for 1�"mdo�cs and Doot•s". dated 08 1315, dotumerttatioa submitted has beeareciewed and accepted byMiami-Dade CountyRER -Product Control Section to 04f4��`17. signed and sealed by A. Lynn Millet, P.E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-9�4 expiring on 09i30J19. be used m Missui Dade County and otl�r areas where sllcnxed try the Authority Racing Jurisdiction {AHJ}. � Foxed Etmy Test. per FBC, TAS 242-9� ?. Notice of Acceptance No. I6-0920.08 issued to Vision Extrusion Limited for their '`3'E This NOA shall not be valid after the expiration date sta�dbelow. The Mrasni-Dade Cauast}* Product Cealtnal Sections B. BESTS along with marked -up drawings and installation! diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non-�t7tioe} Rigid PVC Exterior Estrusions for {In Miami Dade County) aad�orthe AH'J (in areas other thsai4luamtDade County) reserve the right to have this 1. Test report on 1) Uniform Static Air Pressure Test; per FBC, TAS 202-44 by Fenestration Testing Lab. Inc., Test Report No_ FTL 8�t9, dated 11,[16,n3; signed and 'R'mdoics and Doors". dated 12�0$r 16. expiring an 12,'?9.21_ N product or material tested for rlvafity a>s>uaate puspases_ If this product or maternal fails to perform is flte a ccepted ?)Large Missile Impact Test per FBC, TAS 241,94 sealed by Idalmis Ortega, F. E. (rest report revised an 12,�'0�' 1 � and 0?i 11? 16} 3. Notice of Acceptance No. I g-4528.15 issued to Vision E_xtnuion Limited for their a, manner, the mamzfaciurer will incur the expense of such testing and the AHTmay immediatelyretirole, modify. ar 3} Cycfic Wind Pres�lre Loading per FBC_ TAS ?03-Q4 6. Test report an 1} Aar Infiltration Test, per FBC, TAS 202-9� -Brown Coated {Painted or Laminated) White Rigid PVC Exterior Extrusions for � suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this along with marked -up drawings and i>l�tallation diagram of vinyl sliding glass door. prepared 2} Uniform Static Air Pressure Test_ per FBC. TAS ?02A4 R indoors and Doors", dated 0$;13?I5. expiring on 09;�0.19_ o acceptance, if it is determined byNfiami-Dade ConntyP"roduct Control Section that this product ormaterial fails to by Fenestration Testing Lab, Inc., Test Report No. FTL 87I7, dated 12:�07? 15, signed and 3} Water Resistance Test. per FBC, TAS 202-94. �#- Notice of Acceptance No.14-07I2.a2 issued to ENERGI Fenestration Solutions USA, � meet flte regxtirtsaieats of the applicable boarding code. This product is a ati�ed as desxrubtdhesa'ist andhas been designed to comply with the Florida Buildup Code; P �` � �� �, •, sealed by Idaltiris Ortega F. E_ (Test report revised orl 0..1 Sfl fr and 0�•L4116) 7 4) Large Missile Iriip�act Test per FBC, TAS ..41 �4 Inc. for their "T.��i 30�l0 and Lighter Shades � "on-R'6ite) tg (""� Rigid PVC Exterior W � including the High Velocity Hurricane Zane '�. Test report on 1}AirInfiltratioa Test, per FBC, TAS 2t12-94 5) Cyc}ic'W'ind Pressure Loading per FBC, TAS 243-9�1 Extrusions far Windows and Doors" dated 49r1�r 16; exlming art 02''04rL1. DESCRIPTION: Series "= 70r:77U" ti'iat-1 Sliding Gla ss Door (Reinforced) tichso 90° & I35° cowers-LI�II. 2 ' �_ ) Unifor7w Statics Air Pressure Test, per FBC, TAS ..0� 94 along with marked -up drawings newt installation diagram of vinyl sliding glass door, prepared �_ Notice of Acceptance Na_ 1tS-0712.0-t issued to ENERGI Fenestration Solutions L;SA, eP "Bronze 3} Water Resistance Test, per FBC, TAS 242-94_ by Fe®estratiou Testing Lab_ Inc., Test Report No. FTL 8552, dated 1?�'4�11�, signed and Inc_ for their and Lighter Shades of Cap Coated Rigid F�'C Exterior AP'PROt :1I. DOC['141�T: Drawing No. �ID-c;70A Rey- B, titled "Vm}�i Slidia�a Glass Door NOA {Lhi)", slr� 4) Large Missile Impact Test per FBC. TAS ?01-94 sealed by Itialsnis Ortega, P.E. (Test report revised. on 4?�l ��20t6} Extrusions for Windows and Doors" dated t}9,'15r 16. ex}>bi� on 04i 16r20. 1 through ? l of 21. prepared by manufacturer. dated 1 iQ "OS.� 1 s and last revised on 0� � 01�? 1, craned and sealed by � g p� ) Cyclic �imd Pressure Loading FBC, TAS 103-� 7. Test report aai 1) Uniform Static Air P.t�essaite Test,. per FBC, TAS 242-�94 6. Notice of Acceptance No. ld-�0712.03 issued to IT�YERGI Fenestration Solutions USA, A. Lynn 14Ii11rr, P_E., bearing theMiaaii-Dade GauntyProductGorltrolltevisioastatzq� withtheNotioe of 6) Forced Entry Test, per FBC, TAS 202-9�4 Zy Large Missile Ltaipcaet Test per FBC, TAS 201�# Inc. for their ""�7;tite Rigid PVCExterior Extrusions far Windows and Doors" dated Acceptance. slumber and e�tratton dart by the �Sraa:t-Uade Canary Product Control Section. along with marked -up drawings and installation diagram of vinyl 5ltdsrig glass door, prepared 3� Cyclic ia►�Ttnd F �rssttFe Loaduigper FBC. TAS ?U3-94 0$?1Or'17. expiring on 02.�28?1 S. ��11SSILE IMPACT RATING. Large and Small��ssBe imgactResistaat by Fenestration Testing Lab, Inc., Test Report Na. FTL 8416, dated 11J06i15_ signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, ptepartd 7. Test reports No(s}. 14-042-1p"(A), i0-06-11Z05?7_ �357a3-09. per ASTMS-$�, Limitations: seated by Idalmis Ortega, P_ E. {Pest report revised on 41l04.'16 and 02'11,24I6) by Fenestration Testing Lab_ Inc.. Test Report No. FTL tr638 (samples A-i that A-22), dated AST3rIa 19�Z9 and AS'IT�+II3-63�. issued by EXOVA to Vision Extrusion for cellubsic 1. See table 1 (sheet, and table 2 {shett,8) far applicable SGD unit sexes. design pressures. reinforcements types. 3, Tesreport t Ott 1 Ara[ Infiltration Test. FBC, TAS 202-94 } � l l?19+14, ' + wed and sealed try Jorge A_ Cauca, P. E. (Srlfixritlyd rrrrdr'r 1V0_4 R o.11- Composite r1L'3te,[Yal. glass types, sill user (see tables B-1 clt B-2. sheets 7-$jr and anchor layout sheets requirements as 11 then 16_ 2) Uniform Static Art` Pressure Test, pas' FBC, TAS �}42-9�1 0107.04) (Sub»trrted rttldc�r .ti i0! � N'o.11-t714i.O.l) 1. Rigid White PVC. Tin (Non -Whitt) Rigid PVC and Brown coated (Pared or lam inated)white Rigid FLrC to be 3} Water Resistance Test, per FBC, TAS 202-94 $ Test report on 1 } Air Infiltration rest, per FBC. TAS 2"0?-9�4 $. Notice of Acceptance No. 14-t1916.11 issued to Ruraray America., Inc. for their labeled per referenced a30A'srequitemeats. 3. Egress operable chars must tamely with min clear width or height per FBC rttluu�enueat. as applicable. 4) Large Missile Impact Test per FBC, T.45 201-9=32) Uniform Static Air Pressure Test. per FBC. TAS 202-� '`Sen.tt�-Glas�' (Clear and white) Interla�-er", expiring on 07�'(14%i $. -i. Pocletvralls wader separateapproval, to be resdevsetihy Building official 5) Cyclic Wind Pressure Loading per FBC, TAS ?03-9.4 3} 'Water Resistance Test, per FBC, TAS 202-94_ 9_ Native of Acceptance No.IG-1117.01 issued to Suratay A,menea. Inc. for their LABELING: Each wait shall bees• a prananent label with the. smattafactttrer`s mate or logo. city. stair and series and 6) Forced Entry Test, per FBC. TAS 242-94 4} Large Missile Impact Test per FBC, TAS 241-94 '`Trasifol�'• L?lh•arieat•, Gear and Color Pti`B Intea•larei•s", expiring an 07:ro8,'19. following statement: "Miami -Dade Carroty Product Contrail Approved", noted heneia along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5,} Cychc Wired Pressure loading per FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a rene�l application has been filed and dsere has beeana by F+el]esttatiaa Testiill? Lab, Inc.., Test itepazi Na_ FTL 8:�7, dated I'��'ff4+'1 �, signed and 5} Forced Entry Test. per FBC, TAS 20Z-4�4 F. ST ATE:�I�NTS change in the applicable building code negatively affecting the performaQce ofthis product sealed by Idalniis Ortega, F_ E. (Test report revised an 02.'15� 16) along with. maiioed�ip drawings and installation diagram of vin}rl sliding glass flood, prepared 1. Statement letter of corifonirance with FBC-S� Edition (2014) and FBC-!� Edition TER�iL13Ti0� of this'NOA will occur after tits expiration date or if there has been a revision as Change in. the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc__ Test Report No_ FTL 6337 {samples A-1 thru A-5}, dated (2aI7). issued by manufacturer, dated 0&`14r 17, signed & sealed . by Lynn Miller, P.E_ materials, use, and -or mamtfarture ofine product arprocess _ Misuse of this NOA as as endorsement of air protect, 2} Uniform Static Art' Pressure Test, pet' FBC, TAS 202-94 12.�06?Y0, signed and seabed by Jorge A_ C.auso. P. E. (SttbnnntPrl crHder �'1'0.4 �1'0. ll- 2_ Statement letter of no financial interest, dated 0411$? 17. issued by manufacturer. sighed for sales, advertising or any athexpurposei shall automatic ally terminate this NOA. Failure to compiywith nay 3) Water Resistance Test, per FBC. TAS 20'?-94 UI D' d4j &sealed by L,vnn Miller, P.E. section of this NOA shalt be corral for termination and reaao•�al afNt�A._ 4) Lug Missile It Test per FBC_ TAS 201-44 3. Letter of lab compliance, part of the above test reports. ADVERTISEMENT: The NOA number preceded by the words I�Tsami-Dade County. Florida, seat followed by the 5} Cyclic Wind Pressure Loading per FBC. TAS ?03-p�4 C. CAI.CLIATIOI�i S 4. RER Test Proposal No.17-4387, dated OS,I15? i 7, signed by Ishaq Chanda, P.E_ e Nation dale maybe displayed in advertising literature. If any ortian of the NOAis displayed. rhea it shall be xp g p 6) Forced Entry Test* Per FBC, TAS 202-9� analysis, with FBC-_ 1 _ Anchor verification calculations and structural complyi� 7034, done is its entirety. along with marked up drawings and installation diagram of Vinyl sliding glass door, prepared prtpaz+ed by PGT,_ dated 1?:�09'1 Sand last revised on U'?.r15?16, sighed and sealed by G. OTHER L�SPECTIO'►: A copy of this entire NOA shallbeproeidedto the userbyflse ma�#'acturer or its distributors and by Fenestration Testing Lab. Inc., Test Report Na. FTL 85J8; dated 12r'04.'1 S, signed and Anthony D Miller, pg, (Submitted t!1ldt�r \'U.�,'�'v. 2�-1��i0.01). 1. Notice of Acceptance No.13-121a.a1, issued to PGT Industries, far their Series shall be available for inspection at the Jab site at the request of the Building Official. sealed by ldalritis Ortega, P.E. (Test report revised oa101 r�D�4,fl Cr and OJ1I,`l �. 2. Glazing complies with ASTMS-13iJ4-09. `�57Q1277a" '4'in�•t Sliding Glass Door (Reinforced) - L.:�1.I.'"- expiring on 0444.121 - ThisNOA revises 8c renews \OAtt3{1-ltt39.U5 and consists of thispape 1 and etiidencepages E-l. E-2. E-3. E--t. E-5 & E-fs as well as a coral document mentioned ab oe,�e_ � iahaq I. ChAn+Ia, P.E. Ishaq L ChADda. P.E. +� Ishaq I. Chanda, P.E. The submitted documentation was reviewed by Ishaq L C7tanda, P.E. Product Control Lnit'Snptrsisor Product Control Lail Supervisor Product Control Unit Supervisor NOA No.:1-420;.43 :BOA �o.:l-0:Q5.03 NOA No.:1-4.tt+.43 NOA :�o.:I-0:OS.4.; rr � 6G6 Expiration Date: April 13, 242b Expiration Date: -April :4:b Expiration Date: April ld, ZO:b Expiration Darr: Ap'r►1 I•i, :O:b :�ppt4rAl Date:�Iarch :;,.0.1 Approval Date: March :;, :0:1 Approval Date::ifarc>s :5.1tt31 :ilpptoval Data::1larch -3, :021 Page 1 E -1 E -3 E -3 PGT Industries. Inc. CGI �'mdoa•s and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTA.'titC'E: EVIDENCE SLTB3IQITED NOTICE OF ACCEPTANCE: E`�E`�'CE SUBMITTED NOTICE OF ACCEPTANCE- EVIDENCE SL�BMII'TED 2. Evidence Submitted under carious submittal p E. �iATERLtI, CERTIFICATIONS (continue) 3. tie�rEvirienceSubtiaitted {. Quanex Part Super Spacer Standard complying with ASTM C:1$ Thermal Conductivity A. DRAttZIiGS 0_$81 BTU -inn' hr. -ft? `F, AS'Ll�f F 1249 WS�TR Pass., ASTM D39$5 Oxygen -Pass, ASTIvi E A. DR.a,i�+TGS 1. Drawing Na. DID-5570.0 Re�•B, tilled 'Vinyl Sliding Glass Door NOA (i.M),,. sheets 1190 I.G. Durability -No Fog -Pass. (S'irbnritred ringer, pre+�rr s N'O:� :�'0.1 S-f?•Jf19 O5) I. Drau�ia�g 1`To.1►II1-S570,0 Rev B. titled -Vinyl Sliding.Glass DoorNOA (1.I�ij", sets I 1 through '! l of 21. pseparrd by aaaaufarturer. dated 10:'OS?15 and last revised o�n through 21 of? 1. prepared by maimifactuser, dater! 10i'OS?15 and last re�-ised an 02,I}i;'2I. 04,^2,20, sighed and sealed by A_ Lynn Miller. P.E. 6. grinner Part Dw•asea�l complying with ASTM C51$ Tbemial Conductivity 2.22 BTU -in:' signed and sealed by A. Lynn Miller. P.E. hr. ft=- F, ASTM F IL49 R'VTR-Pass: ASII'vi D 1434 Argon Petmeance-Pass ASTM E Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 2189 I.G. Durability -No Fog, ASTM E �46 Dew Paint Deti�elopx�ient -20°F is �$ 1�_ 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 (Srtb>xr ilte►d rltrrter 1'4�+0 4 : 4ir I S 0,109.QS,1. B. TESTS 2} Uniform Static Static Air Pressure Test, Loading per FBC. TAS 202-94 7_ Vision Extrusions. Ltd_ Farts complying with PVC-AA.�riA 303-I3, Vohiattary Specification 3) Water Resistance Test. per FBC, TAS 302-94 for Rigid Polvvinyi Chloride (PVC) Exterior Profiles for Vision Exmxsians, Ltd. -VEX- 1 by 1. None. 4) Large Missile- Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Submitted rrrrder.�'O.4 11'0.1 5- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-� 0-�09. USA C. C ALCLT�ATIOII S 1. Nome_ along with marked up drawings and installation dragon of all PGT Industries, Inc- 8_ Vision Extrusions, Ltd_ Parts complying with PVC A.AhI.� 343-13 representative units listed below and tested to qualify Dosrsi1791 arid. Dou•sil 983 silicones, f Srt�ror iilerl rrttrler.'� i0.-i No. l.i-G►a69.4'Sl D. QUALITY �iSSt�j'rTCE prepared by Fenestration Testing Laboratory, Inc_. Test Reports No.: S►_ PVC-AANi.4 303-13. Voluntary Specification for Rigid Polyvinyl +Cliiatide (PVC) Exterior FTL-7897, PGT PR'5520 PVC Fined R�indax�� (unit 6 m proposal). dated 09:'03? 14 Profiles for Vision Extrusions, Ltd--VEX-1 by A.AMA� Fenestratiion Exterior Profile 1. I�iazxu-Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD784 Ah�tn Sliding Glass Door (wait 7 in proposal) FTL-20- Certification Frograu>_ 2107.2, PGT CA74(} Alum Ou#swing C'.asement iNmdo�' (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.1•i issued to Energi Fenestration Solution. USA. Inc. for E. MATERIAL N N L to t_ WAMW N � O O � ttS -p � .� V cB ca cn '� 0 O O N C EL C O O L.t_. .� a ca O O N C_ C � Q H�._V)Q o. ��_ ati o C= N y = SC ��a cc o N C w N � E " c �4 3 A o T c E o a a Sr_ .,.-+ z �_ O 1L 0 L U tL -�-+ co m O t� w L� Z z Z Q J a SHEET NO. PA 1.4 MIAM>• a-D.1DE covxn PGT Industries, inc, PGT Industries, CERTIFICATIONS CU 2107.3, PGT FW7620A Aht�nurri Fixed Window (unit 9 in proposal) and FTL-20-2I07.-1. their `.Tan 30�a iRr light shade (non -white) M7eite Rigid PVC Exterior' ESdrotsious for I_ Notice of Acceptance No. I9-0305.02 issued N L to —Cu U N O MIAMI-E MIAMI-DADE COUNTY Q Q C Q PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC ty c' O `" DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C CQ - BOARD AND CODE ADMINISTRATION DiV1S10N Miami, Florida 33175-2474 � 12 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - Cn NOTICE OF ACCEPTANCE (NOA) www.m1amidade.eov/economy (1)-0 U -0 -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C O O -C N 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C CL C O LL Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of N O prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P. dated March 24, 2003 and Drawin No. N O CU `I- CU p p y g g 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 6 & 12 ' O SCOPE: "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by „ un -- -0 O Craig Parrino, P.E., dated March 24, 2003, tact revision #1 dated A rrl 28, 1003 both LT4612, titled Cast -Crete 4 , 6 & 12 ' Lintel Safe Load Tables , sheets 1 Lintel Safe Load Tables", .sheets 1 through 3 of 3, last revision dated 06112114, all � O L � C) This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. g p o Q pp g g g through 3 of"3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08/19/14. to O CB The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. U y-- � Q revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on �- ,,, C 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 n t -" (AHJ)_ `� 1None 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and . . ,� m 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 ASTM E-529-94, prepared B. TESTS LO- C. CALCULATIONS o Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and I. None. Gn d d this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, a accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E.Cr modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. E this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE fails to meet the requirements of the applicable building code. Perrino, P.E., signed and sealed by Craig Parrino, P. F. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 2. Calculations for Cast -Crete Lintels, dated 05129103. 140 pages, prepared by Craig I. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed b CraigParrino, P.E. r E Zone of the Florida Building Code. g y E. MATERIAL CERTIFICATIONS 1. None. ,� DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. f1. F. OTHER - APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P. certifyingcom Rance with the Florida Building Code, 2014 Edition. prepared y g g 2. Cast -Crete uali stem Manual or Prestressed Products dated 2002. f p ry g p g Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last Q �' �' f by Craig Parrino, P. F.., 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 -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. 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 or logo and the Miami -Dade prepared by Craig Parrino, P.E.• dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS1 None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Alone. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1 None.D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).mi any section of this NOA shall be cause for termination and removal of NOA. 1. N°ne' D. QUALITY ASSURANCE 1. B Miami -Dade Count Department o Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE y y p f � ry 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 -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc.. dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and / • rl�.�,r---, E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. C-,41elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Proctruct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor ihlnl�t C ,f, NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 ..� ,, r/ Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 C 0RA0120T o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� 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. None. 1. None. Q� 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 U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. � Cfs 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0_LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", .sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �� -6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 0 B. TESTS O 1. None. C. CALCULATIONS W 1. None. D. QUALITY ASSURANCE U CU 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Q E. MATERIAL CERTIFICATIONS 0- 1. None. � F. OTHER 1U I. Article of Conversion for a name change. O (tj w � wigL L C,fle my A. Makar, P.E., M.S. 6Y Helmy A. Makar, P.E., M.S. Z J 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: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 0&70/2020 -� E-4 E-5 n- SHEET NO. March 6, 2023 PA 1.5 EC0 YRUWCIJLVALUAlLUN2EEDk3jYU-2QnU72A 2 24E?ODUCT EV A!.UATION FPO R'r TYO. 20 e.Bt L L INc- 1 1 1 ECa Nr+c- TILLIT TESTING S ENGINEERING COMPANY 2.2-MTRI!PORTS: D. MATERIAL CHARACTERISTICS AND -SPECIFICATIONS TILLIT TESTING s ENGINEERING COMPANY -- WAT Till A. T7LLIT, JR., P.E. .COtiltecD�alaalm NL P,tl. LLPwMa. A, N41Ti Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as r section 1626 of the Florida BuildingCode. Uniform static loads pe Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document R E,D. , drawing ( ) 8 - -- - ' --- -- ---- WALTERA. TILLIT, M, r.E. tiltelXx aol.CDut m.,r LINwr Na 4µ6T PROD�,ZC'T'EVALUATION,]'�p+I�T PL C.A L.L.I. Nu. nO4671 v as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall bs as Indicated on sheets 1, 7 and 21 of LLC,n.Uaoro via. 5OO6]I9 Testing, Inc., Reports # 96-569 dated 08/09/1996, #9&570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. PRQDUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20.OT27.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7..LIMITAT10N3 AND�Q(IjQ(TJQ[ij$QF USE: DATE: July 27, 2020 REPORT NO.: 20.OT28.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and henry Hattem. P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. PCM-197 by QC Metallurgical, Inc., dated March 13. 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate. P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PRODUCT SUB -CATEGORY: Storm Panels 21-PRUCTURAL ENGINEF.,[tIALO.CAI CMLAIlOft 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: 01011"rafta lonLP_tuduch,A.LL.0 MANUFACTURER: Goal Pretedw Prmwda LLC, length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street 4800 S.W. 61 Street section 1616 of the Florida Building Code. Calculattons prepared by Tilteco, Inc., wood "me structures. Davis, Florida 33314 Davie, Floride33314 dated 11/03/08 and 03112/15• signed and sealed by Walter A. Tillit, Jr., P. E. 1. PURPOSE OF EVALUATION; I MISSILE IMPACT RESISTANCE. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wavier A. 711111 , Jr., P•E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0008719). This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 020-3, Method 1 D of the Florida Department of Business and g, yylyp LOADS RRR $ISTANCE: aL1p111NRNR1i,hY e`01,E? A. V7 o 4v,, •' 61020.3, Method 10 of the Florida Department of Business end Profsssfanal Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Q,.• ✓ �, .. 'CENSF..... This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16. 19. 25 26 26 Product Evaluation --- qqt g7 S ' This product la losing issued an Evaluation Report as described herein, and has been verified tar tbmpllance In accordance with the 2020 Seventh Edttlon of the and of of Document (P.E.D.), drawing No. 1� ` ----31 -� •- - .- . " .-�-- c 7k been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Coda, and to verify that the product (s for the purpose Intended 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, "/�l`* '., STATE OF Florida Building Code, and to verify that the product Is for the purpose Intended at legal equivalent to that required by the Code, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), _.', �" , at least equivalent to that required by the Code. drawing No, 20.170. Ac I. ,,tOAtDN Sjp"...... This Product Evaluation Report in This Product Evaluation Report shall be subject to review and revision In case of ep bJ ;t4.litiSTALLATION; K`% � A Y'FFNNrNAwit`"", shall be sub)ect to review and revision rase of a Building change may g Coda cha that affect its limitations and conditions a Building Code change that may affla� ills Ilmhations and conditions Installation shall be performed strictly in accordance with details indicated on 2SUBMITTED sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D.I T T ECO AOMON RECORD& 1 P. E. REPORT.201 OLORM. PROTECTION PRODUCTS, LLC 120 GAGE 2. EVIDENCE SUBMITTEM 2.1. PROD UNG�T �y(�,UATTON DOCUMEFl7_(P.E.D.): (P.E.D.), drawing No. 20-178. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI ORW0*20.176\REPOR7 9204726.01 Drawing No. 20-17t3, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. 2A1,_TION DOt,il(Mr.NT lP.E.D3: Drawing No. 20-1T5, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Wafter A. Tlllit, Jr., P.E.; dated 07/2812020. This drawing is an integral partQ>� f�ls IT!(l,� sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. This Evaluation Report, \Lott, p r", �A�`'"'k A /may rye�I. Till(t, Jr., P.E.; dated 07/2712020. drawing Is an inte��PbIDGMtypijjt,�s Evaluation Report. ay,E„R rI, Z/T, �E ., LPir?�y�yp� �10ENS� ' rr� s� � . .I . _ =at .ZQ ; \TGENS�c ' • TTS �i, \.)- Is-. `r % +-- - - --... -01 f7it 4ri167 1. % Y* * * / �`S y STATE OF Er �r "- ZflOo treat, Suite 305, Miami, Florida 331(/6 - P110De: 305 871-1530 S tIA \� s\ 6355 N.W. 36th S ( } *Q0 JI1 ,1E 1 Ar, FS,rr tyc�♦� 'AA„S 0UNA� L AAAA` \� 6355 N.W. 36th Streit, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1 F If#A(36�{t;1341-1531 FrA r I i I IIIII 'IIIIQIIII IMTI 1 Aild%D.DOR. MOM: a3) IN CASE THAT PRECAST STORE. U1 PRECAST CONCRLTE PAIFLS STUCCO OR WOOD BDAROS RE FOUND ON THE MISTING WALL. OCHOfh SW4L Of LONG ENOUGH TO REACH TNk MAIN SIAUL-LURE BEHIND SVCH PANLLS T STORY PANEL $HUFAM ON THIS PROOUC EVAILMT*N WMItENf (PE.D) HAS BEEN VERPTFD FOR COMMIANCF IN ANCHORAGE SHALL BE AS MEN70NCD IN WO AND IN 8.2). ACCORMNCE WITH Tilt 2020 (71N EDTnON) OF TIIE ROPaDA BUKOING COOS IC) i0.yc1$I0i-WID00 .MflL.2PiQf&-'.tl9a4 M-11_!P� D. A-M2LX - t/4•F TAPC4N ANGNORS, A4 MANUFACTURED BY II W BUAOiX, INC DESIGN WINO $LX bkT PER SN 167O ABOVE ID CODE. PEEDLOAD- /14-10 PANEUAATE FENAAE W AND P)WELMATE PLUS ANCHORS AS MAAl1ACTURED W LLCO CONSMOCITON PRODUCTS PCVUL Wilt FOR A WIND SPEED AS RFIOUNGD BY TINE JURISDICTION WRIERE THESE SHUTrEWS rAU BE INSTALLED ANO fIWED RI WFE SE SHUTTERS K 41 R LAG SCREWS PER N 0. . FORA F r / s OMtECTIONAIJiV' FACTOR Ntl.o,e5. USING ABCI 76 AND 51LA1 NOT EI(C_EO T/IE AIAIO4UM AS.D F ) O[SxTN PlaCss0xNE RIITNIn WgCATfD LTN S2A'FTs 7 tHRU 12. 14, 15, 16, TO A 7D. - 7/16Y . 5/8' WOOD RU5,INIC, A$ OISift1OtD'EO AY AIL POINT SCREW. ROLE a SFFLMLTY CU. N o TO VERIFY 1N DMAI' GN MM 7- ROBE KRI E ABOVE CONDITION Vl E OfB, WIND LOADS DETER FA PER ASCU 16 T C,` MINIMUM fiNR ERA ION IN1O WOf.O CV' 1AALON M 1 '" M FOR P -'- 7 FJV7ED PFTIE ANCHORS SHALL NC i/V C 2 0.00 FAN[11NTE LU., SHµL BE FRTST REDUCED 14 A.S.D SIESN)N WINO LMOS BY AUiTIr'LYeN.: THEM frY 08 W ORDER TO AM PANFLIMLE i'MALE 10. COMPME THESE W/ MAX }ASD) DESIGN PRF_55UAf RA18405 INDICATED f3p SHEETS ] nmu r7, ,A, IS, lE, 19 AN 7G I: 2) MINa61M VIIRMED PENETRATION or LAC SCREW, INTO THE WOOD rRAMC U%r RAIL BE - 1/2- NO THREADED IN ORDER TO VERIFY THAT AM;NOW, ON THIS PED AS TESTED WERE HOT LIVEN Si SSFTI, A 33% INCREASE W ALLOWABLE PENLIRA'TIONN INTO STUCCO SNAIL RE CONSIDERED AS PART Or THE REQUIRED THREADED PCNCMATiON StRLSS FOR WIND LOADS WAS iE4iY USED 1N THEM ANAI YS1S. FASTENERS SPACING TO WOOD HAS BEEN WtRRNED N ACCORDANCE WITH N.D.S.. 7018. C 1) MINIMUM EDDE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN TNT: 4RAWING STORM PANEL'S ACCOOACY FOR IMPACT AND WIND RESE`,7ANCE HAS BEEN 'VERIFIED IN ACCORDANCE WITH SECTION 1626 M MINIMUM C 4) NRRI,RAV PENCTMTIOh OF WD0O BUSNP61 SHALL P1C S/e' I/4' e-2O SCAENS USED SN4ML !3E I I/I' LGNC MINIMUM THE ABOVE UENIIONrD CODE AS PER HURRICANE' ENGINFFIIM+G A TESTING INC, REPORTS 90--56O, Y6-57O a 96-T.1O AND W D /fr 1/ 'SN STUCCO ExrST. MINIMUM TOR WAILS STUCCO20 FENESTRATION IESING LAB OC, REPORTS /2032 a A2126 . AS PROIOE:OLS'AS - 2O" FAS-202 AND TAS-203 AS W703 AS A403NDARICW LEST LAB LW 5OWrN FLORIDA REPORT %DI19.01 -J)D, A3 PER TAS TON, TAS 207 AND CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANEL,, STUCCO OR WOOD BDMDS BE FMIND ON THE EXISTING TAS 103 STANDARDS, WALL, ANCHORS SMALL BE LONG ENOUGH TO NLA01 THE MAW STRUMURC BEHIND SUCH PANnS 2 N.L ALUMINUM EXTRUSIONS TO SE 6063-16 ALLOY AND TEMPER. (UNLISS OTHERWISE NOTED) SEE SHEET 2 ANCHCWIACL SHALL BE AS MENTIONED IN C ,). C.2) A C 4) ] ALL ALUMINUM SHELF NTi A U!i'D AT CI.O5URE5 SHALL HAVE t .-HI J OSA 7LLLOY (U) MCNNNS ifML1 BE n/5AL11'0 FOLLOWING AOF NECOMMrn MTMNS AND SPECRICAIWN5 13f Mi AM:NOA'5 AIANVF ACRMER 4 ALL STEEL SHEET MEIAL PANELS SMN.L HAVE STRUCTURAL OUALM STEEL ASTM A-65] GRADE $0 IMWMUU. T7-6D 8 PANELS MAY ALSO BE INSTALLED HOWMtALLT FOILOWIN4 INSTALLATION DETAIL: SHOWN ON 5FC1ION 3 THROUGH to (SHEETS 4 WIVAWTED STEEL LYSIO)MDON W r 5 I AFT ROLLED) 54 IR (PETER ) TROUGH 6) EXCEPT THAI HEADERS Q, A ® S14A,1 NOT BE USED. 3 ALL SCREWS TO 8E STAINLESS STEEL 504 OR .I16 ANSI SERIES 00 CORROSARN RESISTANT COATED CARBON STEEL AS PER 9 IT SHALL BE THE RESPONSIBIUTY OF THE tANIRA:TOk 10 VERFY TIE VAPIDNESS Or THE STRUCTURE WMEAE SNUITIR IS to BE ON 5ODIA w/ 50 Iti ACID SN1FNGIII .COD 90 WI TENSILE STRE.W." A SNMLL COMPLY W/ FI.oHICA BIMDING (*,DOE ATTACHED TO INSURE PACKER ANCHORAGE THIS 1HUTTER SHALL UNIY BE ATTACHED In CONCR SECTION 2411 IF.3.{. ETU. BLOCK OR WOOD FRAME BIxIDINUS. 6 1 T -, M A� ] 4 "1 b S 0 OE AST 3D Oµ.YANL ED STEEL. OR ASI Jb SfRtCS AARALS$ 51FE WI'IEI J6 RI, MINUM iFIB 1, STRENGiN. ,0. EACH RECOM LSTORY PANEL WITHIEN0TH3 OVER 4'-6 THROUGH 124; AS PER SECTIONS 6, 4. 9 A rb MC ALTERNATIVES EW, STRENGTH T ANCHORS TO WALL SNAIL BE AS ICILUW'S' IE A IOW ON SHEETS 1, a A 11 RESPECTIVELY, SNAIL HAVE A :EGFM AND READILY VISIBLE MANNING 04TROCTN: OWNER OR TENANT TO UCURFE PANELS "M APPLF:ABIk REINFORCEMENT DURRVG PCPNIOS OF NLNRI•AW WARNING (A) IQ CWSIING .?DURUM-GON=L 11 T14E INSTALLATION COMn7ACTIM IS TO SEAL/CAULN ALL SHUTTER COMPONENT EWES WHICH REAM" IN OONTWUOUS T/1VTACI INIH • 1/4'P TAPCON ANCHORS AS MANUFACTURED BY I I W BOALDIR. IW fYn. 1'F CII92 P,W,.I THE BUILDING TO PREVENT WWD/RAM WTRLM004 - t/{" R . 7/8- CAllt-M AN1CN{(RN', AS MANUrACTWEO BY DCWAL7 INC. (YIN. 1'c+]OW PA,,7 P NE SHALLKCS I - I/4-a vli' SOLIO. SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLL W SPECIALTY CO. ,2 STORM PANEL INSTALLATION SNAIL CUNWY WTtN ST4C5 MUI(AIFD IN IRIS OFANtrIG PLUS ANY BVILGING AND 2ONNG Ruw"tIoNS W.'VII (W.,. f ..]000 POI.) PROVIDED ONE JURISDICTION WHERE PE 15 T4 - r14-10 PANELAIAtE FEMAIF x3 A PMFI MATE PL115 ANCHORS, AS MANUFACTURED III' CLCO F,ONSrRLK:rIIN PRODUCTS. 13 (R) TH,S PROCYJCT EVµVAtION OOCUkENT (R.FD) PREPARED In INSENCANCCR IS OFNCRIC AND TOM NOT PROVIDE WOMMATKIN (MIN r •J3b0 PA',.) FOR A SITE SPCCWIC PROJECT. Ie. WHERE nit SHE CONDIOON.S DEVIATE FROM THE PEG. !I - 1/4 RR, A Cr TAP-ENCHORS, Ali MANUFACTURED er TRU-IAST COOIM1ON (/•L.36a0 Psi) (Pt CONTAIACTOR TO DC RESFON:ABLC FOR THE SELECTION. PURCIMSE AND LNS'IAL1A1011 INCLUDING IWE SAFETY Or THIS MODUCT A 1 IRNIMUY EMBF.OMFNI q' TAPCON ANCINIR$ !vim PCN.RIEO CONCRETE 511N.L BE 3/4" 7' NUN PANIOANif FEW4[ - BASED ON 'THIS PED. PROVIDED NE/SNE DOES NOT DEVIATE FROM THE CONDITIONS OCTAKAD ON THE DOCUMENT ID ANTI PMFAINTE PLUS AND 1 1/4- FOR CC TAP -GRIP ANCHORS CONSTNUCCION SAFETY AT SITE IS THE CWfFACTOF(5 RESPONSIMITY AJ) CALK -IN A SOUD-SCI ANENOPS SMALL LIE EMBEDDED 7/0' INTO THE FIGURED CONCRETE NO EMBEDMENT INTO W 'HIS PRODUCT EVALLIATION DOCUMENT WILL BE CONSIDERED INVALID IF MGDInED STUCCO 34AU BE PERMITTED. 1/4' 0-20 SCREWS USM SHALL BE 1 1/2- LONG MINIMUM SHOLND STUCCO EXIST, I. A d O F PRO A FLORIDAREGISTERED 'n aT LCWRLM RIMS F CD ENGINEER OR ARCH .ECT WM' N C E i MNRMI O HALLS 7 S CCO BE EApfD SI:INC OR NJ A4ED SC / fA , C IL'1L,L aE OM N•F NO W F WITH NF TU .AND MAY N WS IHPE' SCREWS w 4 ,1 0 III) SITE 5pR IC SHALL NNE YRYO RLCCAD (E U.N) M MEPPROJECT BIIT WIrH WING NIBS RECORD ( A BE RESPONSINGI K(M THE PROPER SE GN OR , A PROPERUSE t]F IMF P.E O ENftNrLR OF RECORD, ALtIW-' AS A OEXEr:A1TD ENGMrtER TO THE S A.3! IN CASE THAT PRECAST SIONL PRECAST rAWCRE7E PAWLS. PAVERS. STUCCO OR WOOD &CARDS BE FOUND ON !HF PED. ENGINEER, STMLI SUBMIT TO THIS LATTER THE SIT SPECIFIC DkAWIN33 FOR RENEM. EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE S/LµL BE AS MENTIONED IN A1) AND W A.2)_ (a/ THIS PEb SHALL BEAR THE DATE AND ORIGINµ SEA.. AND SIGNAII/RE OF ME PROFESSIONAL f4AIkUR OF ACCORD 114AI PREPMED IT fO) TO L!(4SnNG G-.•rF..1E.GGc_IB'A',LASTN.L-7a 14. SHUTTER MANt1fK1UNEA'S LABEL sFWx FIE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' • iAPCON AMC,NONS AS MANUFACTURED DY I T. W. BlNl,OEY, TNC PANEL SHUTnR IN ACCORDANCE MTH SUIM 1709.9 J Or ViLOCA BULDMG CODE. ONE LABEL - 1/4' W a 7/B' CALX-NN AR:71ORS., AS MANLrAE"FRED BY DEIEALI TIC (MIN, JF-ISOC PAT) SHALL BE PLACED FOR EVERY OPENING. TAKING TO COMPLY WIN SECTION 1109.9.2 OI 'NE - 1/4 "P IT3/4' SCUD_ SET ANCHORS, AS OISTRAUFED ITY ALL PONT SCREW, BOLT A SPEOA.FY CO. P1.ORIW OS aUtLOM CO (MIN • O-14DW P-) iN,S DRAIEIINO sNULL GRAY BE VSM TO - 114-10 PANEUGiE rEUAI3: 41 AND PARFLUATC RUS ANCHORS. AS MANUFACTURED BY LWO GGNSIRUG11EN OBFAM PENIAITS PI THE STATE OF rLOR1OA PW)MCrS (MW. Ca-7071 P.,) MI/YMNINI, - I/4' ♦ OF TAF-GRIP ANC"ORS, As MANUFACTUFAM DY ,TWA -FAST CORPORATION I A• N47, . yA►RH�;,t • l 14 FLORIDA BUILDING CODE (High Velocity H., Icon* Zonv O II MNWUIF EMBEDMENT 01 TAPCON ANCHOR'S, ELCO PANEIMATES AND Cr TAP-GRP ANCHOR. INTO TON CON�1kYE.''• �C euxl, UNIT SHALL BE I 1/. N= y, 4"A'L�' "A' 20 GAGE GALVANIZED SFEEL STORM PANEL r'P AIi CALR •-IN A Sc!LIO-SST ANCHORS 51W.1 BE f,NRfWf.D 7/e' INTO ;HE CLNNGt+ETC Bl41CN INWT NO [ NO, 4 167 §TS -_ --- -- - b-- -� C INTO STLIC'OO SWL BE PERMICUID 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LUNG MINIMUM ?RIOUL ID - IN/AIM/ R EXIST. AND I" wait wAIls WItH ND STutr.D ; `. i..�+c . VA �,. GLOBAL PROTECTION PRODUCTS. LLC. xr 1 L E C O MINIMUM N I�DC ,MD !W „ nsXT ,:, star o, ' 'jypA%•. 1OR DA .�-�' I R Ry R. R. ,I. Wn-i---, w1OK IPNAM= n'''a, (O""-enT 20-176 T Prl R,..,NA' 'y �si .. .0 Iwo IwR A.CA sY�•y ..• 'n •• DAwI NP'. r V a rt u,,. 1,4 NA t'.DO VrM1UP./W--- RA1.NKA n1.IAR „1/ yi DNu m OF _ CONCRETE oc.on (six SO-MAL ON --SHEETS ,IR ARP 9) ,_1 f O"Pec, ocAft E.D CONCRETE , RCOMRb , F.xISnNG A'OIIwLO E D. CONCRETE BLOCK RELUNRED INSTAUAIION ,DETAILS FOR REGULAR PANELSJ)) INTO EXISTING POURED CQNCRETE OR CONCRETE BLOCK 51RUCTURES C014" Mlo.m (WE SONEWLE OM CONCRETE ANCHORS C Oar a THROUGH, b) ,. (ROE somfix E oN '•"tie . _ INELT! a Ilrbe,l a)', -.... E.o.- CONCRETE ARDIORS ({�) EXISTING PON@o .. ..1�) E INEpr.IDNCO� ' 41 1 9,41s 6 TNROOWp e)I-I I IN;,, CONCRETE REOUIREO, �% , :.. 1 1/ :,i;t-.__... J MP. 11-.(T/���... I i ! 2 a 1 N t F I 'SON aVA I 1 A iti+ro. I O 1 I I •� -I I i I I I I 9 1 a I I 1 1 I � t , 1 1. I i� ie 1 I 11.f .i' I 12 1n' Tic r I I v ,A! „� . } . . 929 ? _} Ir'�D FFIC AE06VM CONCRETE'. ANTCIOIIS �� { / ) tOrKR1t ANIYIOP6 aTAOQefD o Slle o,a. eA tit bN Vernf aret aN M.61IiWglcNw % DM[ID a t7IRfO1TONI s) SECTION 1 _— t L 4• _. r. ,�, : L_ '� F..D. OISTINU` POUOU WEDV,AED:, V I CYN ' CONI.", t A �^� jv� w w .. ' E ! I My is I M' M 1 -1 I I I I 4 1 I •�,�:,.!r"^"• t - ��L,�e may, Ili ,dryfJN 4j„R'e I 1 12 In' oc P I'D Ixs'DMG I'D F 1 �R IT BLOCK I I Ea r p ,'/4• , -� O EAR FinawwM' ) ; CONCRETE A,CAIORE . (SITE SOROULC ON \,. L1m5 4 T,III000H 9) T-iif�. T ii~T I I 1 In PLIIFsI.1t 1 l 1 1 1 ..J_ TIN �,,a , V I. m � . 1 I I I „• I 1 i A • • Imo • 1 tO ,A-tl K Exwtw POURED �/4,_ ) CONCRETE _.......... .. CO._ l. R[FSIARFD. COWATE AMC,IOIIb 7,, , SCHEDULE a ,I S-am 6 oftuo. 9) CEILING &"R Q08 MOUNTING SCJ4E 3/6-T (,6 j - pMI - I. Yin.-- 1 Mln.- 4T eN. lJlJf • R6. R DY.R I pi i{ _ I t4 4 i t Imo- EA 1 I �4"•M�U/1�•• C{ C 1 ID 112' OL I 1 1 I NX !dent[ 1 � �mMIR I I it w i 1 l 1 �PjJ R, L1.10 I LP law-'N"-J i .s. I r- -1' YN.L- +t,4crA°+ IiR n !Yl e R pA L .I _1 4 1 carAVEYr A.alaas q 1V 6A4D, ![E SONOuIE D1bet. (M,Ixrs s nIRD9aH o) !YA a"1 , T 5CXL 3/0. i' /DilLiOtEATJi���A1LDLt+++R1TR SDJ4L 3/h1- ED, - EDGE DISTANCE (SEE SCHEDULE ON SILEETS B AT 9) - K111MNNNN/l, V � Pv�A A, T/1�'l TOP a 90170M MOUNrINCS CAN BE COMBNIEEi M ANY WAY TO SUIT ANY INSTALLATION �`•' • L1cEk ••�•' ':� � FLORIDA BUILDING CODE (Nigh Velocity HIM can* Zone T *.• 'SSr.�,�,• -� q,S •I/ • * % i rarE y: 1 *If� - ....- ••:..::' ORIO ­ � � . NAL E ••�4ii"tWf:� ..... ME.M,cco. PM. /�/► / i�Y O tMtO EMt. ` •• YN 0.M AW, W FWIA'ai6w,RCO1Mi''.1N�1M ,w..v^.,"'...r`: OWN m-,nI 20 GAGE GALYANIZEO STEEL STONY PANEL d,w,y WIT, GLOBAL PROTECTION PRODUCTS. U.C. NeOO IN 51 STIR .NIXG (66.).�]!!. !'1i1x"�Ra).6F.F9Y .. - .� �,. _ .�� �., °'° so.-t7a OR+wAC w: COMPONENTS FOR RE��LAR dE LIFE SAFETY STORM pNE11S (SCALE 1/2=I-) .. ..... . ..... ... ........ .-_- ._..,1b 111e• (117TALWIDTH)..,.... . _ -.. .. ... _ _.. 13 tbb- (TOTAL WIDTH)OTM) ... . --.... _.... ,_ '-r2.5OO• (6FECIWIDTH)NF W) .... . .--_... _._. _' ; Y . ' �' ♦. t 0' -�-1.3'I+O" , ♦. SDO' � . J DETAILS FOR REGULAR PA ELS(I A CIA Do CIS QETAII.S FOR INSULUTilON IN MU1iFD CaNfREiE INTO EXISTING POURED C0H,0,$E'[E, Eli CONCRETE BLOCK STRUCTURCONIUM ES •• a= OR -W am ,MAOMArt FEMALE Ib, �„� ,,�,,,,5 _�r([,4� m.Vs• RR r VALID f'VUR �,�,�,_JJFE S�FECY AI!U E-Z FWVii STaIt1Yl PMEL 5Y51E)FI TLMATE PLUS a a w-IXm (9Et 9c11EwlE ON � list N5(1/t"o� _ g I EkE 5ca1ealAE NF TFMEt a • a) tea9n a TFIRDIFDII a) ( ,...' ,__yM._ II 4_I �': I I / , PRrNm meat ` r Fr•D {`'T[E F4 a _, � E.D L4`� � �., ' Ir� Ow.W{14° �TF • I t1 I-- RLIXIIIKO 1 r i � U //�`, A fir.�A.Ti'd.0°°TE0 :`,:�i}:1'hJ"r/A_...../r.•eNL--®F.l�1f.'1 1e11wasI 1 1rOra••.�1fraYLauW,e,l1 EXISTINGPOIM@_F(LL1HN...,I,�CQINDRETE OR�!1t'�i"a,r:Kota ,/A.Rlr 1���•,�t(11]CDIIGRETFBL17CW 1I�} 8 ''�r;r.j'T"'3�SgEouaaD. iy1jI �r_.� _ � rI "=' - J 1 1 I ' ,' • .401' 1 CASE A Uu,Ni �°'�'' y„!,�" 'ii.Hl. a 4w.11 ..- I I , .. I,..., .. . .,. SCALE 3/16R 1" MAIPF4n aa. M.. AIR,4 j i „'P./bl• Ms �y i CASE H (PLAN} I ­4- ' � LAP �TA11EN A W.IwF -'-I I R r /1' SCAIL t w m ` IiY .•.I L I �rTMtwr I I �T 'M.1 w -{ lt',,�' �tais"vita ,aii:ui~ , il f-, - - 1 1s2 YxKNAi I REPO • Ir R 1 Ywl wY 1p1 . , Me I ! M ldfdllT. 1 j�-1RM WLI"aiMT MR'11D1'�- 11 1 � A � bN L.9R, w 'IFIE. on a,DT s I 1--n I tO Stets I - �1 �� I m ®e�• C­, �v" IRK, a I I `" � i I a I.F.- ,. +Wlw le Yuw /� �, 1 SS Sere J k Y I!+'AIr, I t t- p .,A/ 1 7::: I I E� � I i ,�N'�aillllu�r (j� ,t_ L,.__� u: AUATWG PODRrfI E U � � /'^b J-11. 'm `' �.� I raR"'CONCRETE CONCRETE 1' 'Rama ."w�...'� ER A i Lp �` GdLS6G(PLAN) E21IsrRwlPoIAEmcRIL SCALL s/le.,• CASE D CLAN) , 1 .t• I cDNDRETE oa I ' sv4.E D/ a T , i wCOEO"Cu� BLOCK r 1 z^ :.-..j�"a-�+' T A.R PI AwxX r.,LIT-W OR PAELwYE ...-- _. us l PLIADNiIdiiO11D� AP�� '�._ L_._, - 1 eRPCRETC ANCHORS; � < 12 j� ' «/*�F Owe w+(e'i'aE' :" „ ' �iRR'uwa �:+� �p m"a�� w� W 6UIrDUlES DN ((MC 1K;KOID.E 91N _ .' •; \�� .. , lHRTS a • q SIIQTs a THROUGH a) '. .. - ; SCALE 3/6.1' wa walla � wrax+--. I i��,) , ,p.I W'/�')a® ,,pit � SENILE 3/B. I' 9FFIw1a wBIRI 46.�_ Y �♦\ .- ` �`'�')rYI rfAr nMR M9N8 M _.� a NEW 1' NTIx . vAI[s . 1,/B' ED. . EDGE OISrANCi _. 0-0 as w IIRwA Iw oe A*a, 7CA ALUM. rues OR , (SEC scHEDUIE oN <.) ,t �,j,�-•�'•�fPj . �TDNNG�Sn17CCo/ PIT* WOOD PULE SPACER !, � I :' 1�7 1 SHEETS 8 a 9) 1 _. - 6GN,E- 3/16-1 ' r •NEW r' WIDE A VARES A 1/6' I `-' 1lQTE FOR µWA. SURF. OR r' , VMIES ', I , P T WODD PUTS SPACER ,� I j TOP a BOTTOM MOUNTINGS CAN BE • ^ � BEINMD 1RArx , COMBINED IN ANY WAY WAY 10 SUIT ANY sdl;,�,fF (PUNTS if(PLAi if (PP,(,jMj (y�,Q, �EI,Eoy('�`�'(W I INSTMiAT10N. Stµf 7/1Wt' "' __-.-{... _ 'T'�"' SHEETS a nwowN e) I ? l /RAGR cPrK �:c"���A/�j�i ' ,.�.ar-',-.. .00tOC MADR­- Raw4NAr I 1/2' ApA T00, YUL sIWOIMVH n Y _ (Da amR[t1 IF6 9) 3' M0, CpIA:Rf'R ,LOCKl°1oI'w�o REgUR1ED. •. Y"'"0"'a, rwNN TA4dl'f ,IDaNT. x` S 1lYEGt �X�- DETAIL„ FOR SPACERS flf1IIOM_TRACKs aDrAc ,REGUI ED A7 70P T9_�twooD Sf:ALE 3/e. l' DR BANDS 2QpLgr t v r_ E_a nnt+t eRrnitr Hn, 30 Rzz= a 2-1E$Z..RFPOR'rs: Large missile Impact load testa were performed under SSTD 12-99 standard as per section 1809.12 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E330. Teat reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Borla Moraz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Tasting Lab of South Florida, Report No. 1123.01.10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report Na. 9CM•198 by QC Metallurgical, Inc., dated Marsh 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jacbfano, P.E, as per ASTM E•8, Z.3._S.TBLiSSI1J8AL.ENatNEERING CAJ„C,{l(ATIONg: On 24 Gage Galvanized Steal Storm Panel for maximum panel length vs. design wind load, as well an maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysts, and in accordance with section 180E of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12i18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.E, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 11309.1.2 of the Florida Building Code, as per SSTD 12.99 Standard and TAS 201. 4LORD LOADS RESi$TANCE; 24 Gaga Galvanized Steel Storm Penal has been verified to sustain wind presaur®e. 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 6, 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 anon -porous storm shutter assembly, as per SSTD 12••99 Standard. ��I.0EAI rTrwT 0 ` 1at.''. tCOR1pP \��c� �'''aS5/ONAL��' �'�� 'FIFrIFNItOIIriuRSA s. I rF I 5. 1 STAJ I,Lq,TION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.176. MATERIAL. CHARACTERI3TICS,Ad.DPECIFICATION3: Shall be strictly in accordance with General Notes and Components Indicated an sheet 1 and 2 of 98, of Product Evaluation Document (P.E.D.), drawing No, 20.1T3. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 711MiTA. TIl,? 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A, T111N, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES defined on section 1820.2 of the Florida Building Cade, 4"ae aV 7.3. Product shall only be Installed into poured concrete, concrete block, and Eo N wood frame structures. tt1/ Product Evaluation Report prepared by Walter A. THllt, Jr., P.E. (Florida License 4=111 No. 44187), President of Tilteco, Inc. (Florida CA-0008718). Q­ wanu D_t TIL1'EGO AOMON RECORDS P E. REPORT.2f QRLVMR2EO STEEL STORM PANEL 1E)RWG W 20.1761 1 (I - — ­ . � , - � I -N i 14 i 6 /4, 2/4, 3/4, 4/4, 5/5, 7/5, 1W/10, 2W/10, 3W/t0, 4W/10, 6/5 5W/10, 810/71 ih 7W/11 J` MAIL ANCHORS. FOR CONCRETE. SEE SCHEDULE ON SHEETS e a 9.,. _ _ ... W3• MAX_ - I' LAIN � . - _. .... FOR 1YDOp LEE SECTIONS ON SHEETS ID a 11 _. ,' MW. , _ O O O O bent.. 2 . 3 . 4 + - - - -^---r `rr--r-r -r` ___•.._].. 000 0 , , i " , I , I ! kl I Y � j I , I I j !B� 1 I i I 1 i I I i I � � j tt. II I l '� 1 I I I � ! I i, EO I I ) i ' �_ 6 ,� I l .'� � d l , ! s- .i . � sl. i_ .L_.Y_t iS 1 �•� tI . I 1 - i 1 , i .+ r d 1 f ! I i �� I � I f I ti pp f.. I I I � I 'j I 1 r ,"'t FxkTED'PANELS W/ 1/46-'10Y1" 115 I 1 i_ _ _ _ _ _ _ _... FI I UNBULIE7J N/EES II (SEE SECTIONS A5 ' I ) I I C I I I "WNGNtM OLEA. (WE'/RtMx 3/32" ;-I I APPLICABLE.) 1 �r (SEE SECTIONS 0.5 APPLICABLE) ' I ' i ? i I I i l ) '.1 I. t 1 Ii f l II` � i , I f I �, f f , { I � i � ` P i , 9 , I T I, I I j j j I I I ) I , I I Y I I D.M.. G/{'p�� �L/{t�,�! {/�'� 7I ..1 I I � � i i i ; l I l i T `--r • •O•i� I ; , ..I _ i_.._�.' t_... i I. ' 1' f 1-.. i "'. 1 D Q O O " I I /SAC.-. _ s. IMI'LW'I - 1/4. 2/4, 3/4, 1/4, 5/5, 7/5. .. ?. �' _. tW/to, 2w/10, 3w/10, 4W/10, 8/5 SW/10, 8W/11 a 7W/11 _ _. ANC11OR5: FpR CONCRETE SEE SCHEDULE ON SHEETS e a 4„ _._. FOR wooD SEE sECTwNs ON sNEETs to a TI ' REGULAR STORM PANELS r ANCHORS FOR CONCRETE YE SCHEDULE ON SHEET a RED CONCw[TC ....P.DUt>ED r � PAURCD CQfLCACTt FOR WOOD sEE SECTIONS ON SNFFI 12 -1 �C'ONCRETE eIOCX OR CONCRETE BtACx OR CONGIIETf BLOCK ' Iba' 2.b7' S MO".. J' '�' REL111XKD. ( ANCIRRs REWNIIF.D �' �� I REOVRIED - - }FI[F7 o6rxwlL ON -' � nth. � O+EiaAP« 1 NMOIE +wuE7 � twlN I • IRII. � 1 I 1 I 1 � � •• it �'f- II .1I }' 1} '' E=- I 1 I , 1 i I �, 5O7D I 1 i I T 1 lx •E• I I' Cb fi LD 'i IIAX , T I i I -)'..i• tie I I i�, .: ' -lJ/ .:_ , _ r - _ _ , _. I. - i'; . '�;a � I tt.::<=. , 5 it j !'r;:; , . , k : it awls N/ �' r/a- Jnr'' i dii 1 WrC N,i1 a LYSR+ 1 ! w loaAlwN I �, j w ldWrlwrN IR � I �. I w nF4RIawN w �'T Iw!tN � �"'. IYAD6Ar • � rE'L- , ' " i T � i� L-- w aw � I 8 f aws as j r rM�+ToiAi`Tm g 1 'r i box , 1 s} I P("'iI 'wdlWtN'I' I M'�RI q TT S . . I •IQ1 n T. 1 I E E, r ' F r�I , (j� I G i .. r: 1 I� Fa$ I A G f8 I i I LJ^ DDSS O WILY-DD41' t jlpy.DpP �� '� j1/PW-2a.," 1 I '�t ; � or ,C ,9 , y A iA RR ROLTS w till r� a)/�6a eaTs/R/ j ', l{j a ItR ens R/ *7 i Is i 1)��� / ; ....�. S I i : I i i ' '� � ' wxw'WJ'I 4i oAM 7 ( � 'T,[W 4 3/JY � I. ... -, �WeCrvAAR'��CAH�� ( 8 1 I � IEjIEj wlrw, NOT a EACH OYENJI L+ O1lRLA i � ., IOIOWM L. 1 ', I 1 ' `I � I I � I , I � PPSII - _ .-.._ 6, e, Ia eMw• 81b ]• _. I , 1 I V' .+ I i I 1 ' DI I � _ 50% Y4Y-:- 501E aAlE-I `"pLFSrWT : � OF "L aAA -) � Sp% ]` MIA. - D.Y..®pit® AO IBIAE " Yln. i VAX Of i' r` MkI. Dlyu)li I I L AlCNOw6: FOR CONCRETE SCE SGNEWIf ON sN[E7 I 6''> ("_� 1 : j (:`• ti ` 3„ ,AI"t " _ FOR +mob SEE SECTIONS ON sNEET T? T J IL /e�w+1Y- E.p � ED AR tNtM PAyNELS Ct`t!E ELEVATION ' nuD • t9 �-, IISCAf3/7rw+1�'n I t.., � I/1• �E_ tom_ l Mu. GAP • .i'/e. , _I 1/4•r2DAS/+' Ss. ear �3' � I- -J I. 1 (MN o,OAM .1 owo1-19 wIw12V) '. u.r "W/ ]/e•W1/32' WING NW i ,,, .--.. :-.-.: _ _....,- ., O 12 1/2' D.C. CONCRETE ANCHORSR3 _:... - .. x � i�-�' ... GONOREI[ SIAOOOEO CONCRETE IWCIIeRS � R 17'I 1/4' MA%� {1 W/ 51UD (5f£ SCHIDNt ON 91�Kn iSCIEnAE OY .•A' SHrET q KANm G(Y,GINLTC W-A (Tvo_iA���vo� P�0{eRN11W�SO� FI:dNA7Kl[ M �.UR at � DR RE�MGES[ BAH VALE 3/32 '-- REOIAerD BOON REOIIRIED 6aWt 3/e-, scALE 3/Mt t1(AAiiEM.. NOFOR NO COMBINATION � R S•..1E. N SP ,11Lt—r(j E.D. � EDGE OtS7ANCE (SEE SCHEDULE ON TOP a BOTTOM Md1NT'IT9G5 CAN BE SHEET B) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, N c CU -0 0- � � U � t'n � 0­00 aD "o a � o � o G A C.7 N _.�a -o°Ox � IN A O 1.. • y OD = Q � N 3 �- � •y E s c Wu ._• a Iz 3: Ta w cv d � oC H Ec f.J CI(1) O SHEET N0. SH 1.0 E¢ omRMe ,, a A 4 m WW 4 WALL AND FLQOR MOUNTING INSTALLATION FOR i I�ew�0. SPLIT PANELS n • r ++�+� as At a j LI%:rw • Nw Nw►m t--E- �, - ,v.,,(.,�.r ''v'•a'-0' - - -rT. . ?- 1..1. II -T.. T IIJII 1 : 1 1 lift. . i ' e , • ("'°'�' *� raen yy� 1 .. _ Me" p"ot"s w w PIT L (, : p ,. ifW. ter • BOI,OM/ ,,• - (M ,o' . eoNM f i '71' W 41n ve4N a ,• am Of MALL A„vlL0AI6E 4 1/2' ,-_„ 4• ' lulooW si a SILwT 1 X � �. 1. now �lW. ! SG1I.E: 1 4 .. 1' • ! I{Met 1 ��••F���� 1 !1 WWQ • - Y,- I,Y� A� ,\ • - • ' T r"TITS-Ti'TT -'f n��,// R Jt' �LfgNlArlN 0 b�0. 1•' . Mtrp w4LEw • (>B pRMAr m M sew �1'-I•--- --- e1W Iwo ./�'R N. RI,Q W/ P YNi NRM�.[ MM I ) . I ! ` •: lN1M. x TART77, Ta ANTE' ' - 40L1-n AMAr �i•A P.,.. -no rAI • r o.e. ! _ Lb o At a we rwMR . As 1 , M 1 ' I ' 1 , I , ! o 1 , 1 , 1 � 1 I � (Ia 4q.M t oM"M4a 0 �1�ai i✓�i r ac Y(� �/ � o�, I ] P. RpB��NR.,[ o rrr_ -nA prf. 1 •. ,HM, can A- 7,1 •�I I a M YI. Imr3•N RLP1 swa+/r-, WALL �eVe P 1 T MULLION SCHEDULE Ma. YULUON 11C0{MI[D Y1n-- SPAk (n) • TUBE MULLION ^ ' NGmIU m11 %'Mn My s 4'-e• TO 9'-6• 2' • A' . t/B• aeNWr.••) 6telONF+ -72A A.L. •..A,4' ,.1... Milan, �pprrr...*TTT�� ^ SPANS uALL10i'd1A� 47. OL910r11� MTNO y1VtiALL L,L Qi , 2UfAVFAM�WIOlRL 01UDCBE� LSM��31gCOk.S I>�F NDIT Mu LUON CAN ALSO K IMPALLEO W/0 STORM ONICL3 ON TOP OR Lc"w SD THAT IT LOCATED AT TOP OR Dorm or OPENING. (ONE PANEL OPENM W/ TUE TOP A BOTTOM) INSTALLAIDW - ALTERNATIVE 1W SCALE: 1/4• . t• ! ''fi111i11! 11 - r- I • ,to ! : i I T fi ! : I t 'n; - - �/r ,- uvula WArN • b,o u4Lcw taWUAt .---- I 1 SECTION Y-Y SPLIT STORM PANEL ELEVATION SCALE 1/4--1- tla.•�+wp W^f I/r•1' INSTALLATION DETAILS FOR REGULAR PANELS q A L1L$ INTO EXISTING WOOD STRUCTURES JL RIM iI /1• if V' W.nWWI'ItlM.I �•7 1} _I 11 sp •.� R. _ W�C.y..2A/N••.ypr 1 -. .. I 1 1 rL Ri°2°4• oL I.FM1L0m '•' _ fir 1 ! I ro •AM. WALL WDLWTM j 181STALLAYM - ALTERNATIVE 3W T, ILL WALL MIOUMTM AI31A1M1A I TIME n SCA/6 1/4• . 1• NDIEL 1. INSTALLATION ARE ONLY vAUO FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.e.f. AND PANEL'S LENGTH UP 'TO W-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL NOTE F�,f,,(�(@INAiION OF SECT)OHS: TOP k BOTTOM MOUNTINGS CAN BE COIN&NEC IN ANY WAY TO SUIT ANY INSTALLATION. ( 90404E ME[7 14) (INCE S,CWDLU OM­%,�\ ` serT 14) .. _v . .500 Antonio, soo e.Al I I I ratroO1q'T '�►.' rcr 'MM6 :,1.ev a MVf 31�IIP li 1 1 o.0 sno 41F 1 1 6 1�T/Ar, a3/e•M•Mh (CANE )I T.- -17-K (Gov /I TO 1 G r p M CONCWCR� 1, KOOK WALL W4UM I i IBEE 9CTEDLAE Ok j. L-UMMI[n-•' jA'ZI'CONOTnONH) WALL MOUNTING IHRi 14)--E.O.___ INSTALLATION - SECTION T SCALE: 3/8' . I' - SECTY]N 2 SCALE: 3/e• - r ND)Ii_OdJ1[i.56ET:T4�A8M..PAM4..$:SIFY 1WfiTAS.,T10N.. I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION N BETWEEN END PANELS). LIFE SAFETY MAN L$ MAY OR MAY NOT 8E INSTALLED ADJACENT TO RECUJVI PANELS (W/ OR W/O REG" TRACKS.) 2. LIFE SAFLT' STOR PANEL CONS= OF 0,030' GALVAN12tD STEEL STORM PANEL. AS PER COMPONENT, SHEET 2 OF DRAMND. THIS 7ANEL ITSELF TO IN REMOVED OR INSTALLED FROM t4r NSIoE OF STRUCTURE. J. LIFE SAFETY P REQUIRES TOP TRACK TO K COMPONENT me BOTTOM TRACK TO WALL nOOR MOUNTED EN''"p LTiI ���•••:•••� OORR CKONN+ONENT TNSTALLL'D FDLL0ILING SECTIONS , • 2 oN�R. A5 ITCLL AS OETAAS 1 • 7 ON SH[[T ,.. �VCEN. 4. Min. LENOTN FOR COMPONENT 4 S IS. ' Ma. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN ON ._ SCHEDULES k 4 SWEET ,4. COMPONENT MAY 8E PERMANENT OR REMOVABLE. pjE 3 SEE OETALS TOR INSTALLATION INTO WOOD FRAME BUILDINGS ON 54rr 15. .q,O,L: ••. O.. 'i =i 'Y '• e SEE SHEET 4 FOR DETAIL APPLICA&E TO THE NECESSITY FOR THE INSTAILATON OF ' ON SPACERS AT TRACKS INSTALLED ADJACENT AND BCYOND TO MCCO/W°OD BAGS. yFSS gF3311 ONl T__�f(i `1 �itNn AW4o 'ii11�1' (f7 IRmA PMQ) i 1 li( I LMRI�MI PMIW 1111TT� (fROedl PN4L) �Tl-1{ too PAIL) 1 ! _1 ill l Ai i Ll T1�_ 11 i Was ff I 1Y I I EKE DET'AL3 1,1. 1 _ OR fit /4 2/4 2q/4 3/4 a 4/4 1 21k '1W/15 1 2 �lMMI 1 IS � IOWwa- � � IaMAo o.. •LED s rrr Alarm I CEILING t FLOOR MOUNTING WALL k rum MOUNTING INST LI �TIGN - TE®lA AW NESSTA"TYINS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +M5-67.0 MAX. HARE: 1/0. 1• AS-D. OE54N PRESSURE RATING) � I *Lr.A � _ rlr Mece Im 4 wo It FO,ORiYM rZo"•OSRa w FLOORa1 INSTALLATION - SECTION 4AW WALL- 1/41 - IT FOR CONCREIM rw WDm t JC N2 3EIU C> ON � 1e L4 . -r_ 1, 2 k 1W/15 N.. 1/4 2/4. 2W/4 3/4 air 4/4 1. 2 k iw/15 �3 M.. r III AY LALra". i0CM ITN At !MD PANEL])14) k 1W/15 A(TER/4ATf LOCATION AREA WINO Let SAFETY PANELS .J ON Let SAFETY PANEL if LOCATION OF UfL- (J EE Norz 1KL001 - 1. ROOM PANELS W/ OR -- SAfCTY PµfI W/O REGULAR TRACKS (SEE NOTE , KLOW) r LAST PMR (1� TO BE INSTALLED AS La NFE7Y PANEL tw4G SMALL. K 70MRrzNAluroNoEA aPED OR REMOVED FROM PAROE ELEVATION lY S7eNWAL . SCALE 3/3?'-1• ` r,/+• M.a ow ®®rr L ' 1 r yr M.F -I Is- NLA1T NS NOTE 1 P/IQS GLIERMn lOdl101 ASEE MR 1) SECTION B-B SCALE 3/32'•I' Nurrlcone MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.tJ AND CORRESPONDIN MAXIMUM PANEL LENGTH 00 SCHEDULE 21Mn eWv rrr •AAML4FAAM .,etN IAteYMe M1r6 laZliFClioNc w - IXAC at74MN • " a � -' .35A -72A 7, 3' OR Los 2 ,/A• UNINLYED , TWW 6 ! 7 2Y-a• To Yrr. 2 3/4' UTAOITED - , ,Lw1l Ski .3L0. _Mu 2r-6t0 IV-2• Ma 2 'Ir • e0.7LD .0 11 7 AT OY[MNS' a -- .RSA. -410 12'-+• OR IE43 3 I/2• . Q e • ,o • MLTw r/ ep1-ri,• 33 YS A "Meen u MOW L DOLINIM" Of MYt. M"IMUM A.S.O. DESIGN PRESSURE RATING (DI•,_f) ,AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS i1) AL fk INSTALLATIONS INTO EXISTING CONCRETE A STRUCTURES C CONCRETE BLOCKS UCTU S nium DAILY e0a PANitsir>l A iwity limaiL at pre esrrleL.e , • . AL IWIAw %S.D. "wew AN,Ct"SPMWq Poe cis, - 3 ,/:__ - - _.._ a1gN APPUG.12 f0 / ! IANY NAIWLM PN v±LroM tl LIP -OBI: CALM-M NW�IWE rOYN.0 -NINE tart RMTo ro CdcME CONS [ ToCoKwn C"P to Galicianr w 1a N•IMm To coichm to GOWAlE TO colicu 2 comm or 1• (t.1 RATING ,) WA 1• "✓' {• NA, , (TOP) j e• ,1/A -_ W. k/� N/A -. N^ r {• r WA {' e• r - My - e' IF _- v _ N/A , IeDT1oM) S fTOP1 -i{ ; IF WA WA N/A r M/A B' WA ! N/A 3 (BOTTOM) +36 S, -720 r WA N/A N/A e' - WA 0• - i N/A 0• N/A 3 ! . (TOp) ^{ 7'-e' aN ti33 on J33 r S WA ./A r r r e r- a 3lBartaN) i /. WA r N/A !- ILIA - _.. a' _ N/A 7 (TOP) WA r r N,A WA r r r e' r 1' - - A A 7 (aOROY) N/A N/A ,2 1/2• • ,/A' ,t 1/2- a 1/.• 0 t/.' 6 t/4' • ,/4' ♦ 1/4'-� s RaA/soneMi i SEE SHQn 10 A 11 "A AWCMM r"9 A SPAONa FOR 04EISLAWNS MIN YAW "OW ■1S0ML ISNI" ANCHOR t XVM AND MONAW EDGE EOlA10E AM WrAnD ON VMS SOEOLIE. MR EA LESS iN•AM MW O ON 901404E AIDUCE ANC.01 9ACM All WUWL1'ND SIIGIO wmw ON Ec,Q6SE er TIME MAWR FFCMW FOR TM VCMDON TO K PpepaRE• MDM SPACING CING ONW LIMA FARM N SNYL W K LESS IN.M•MRAI SMIO OMrAtw FOR LAC" WLCMOI FVK AT AM"" UOEND, r/1e1M Ttre 1/•9 11FCa /4y OIAF.r! 11re 1/41. Aftfle" 1/41 oM6_ ,/r. vt + LM. olook •own 0.) 1 1 3 F E IA ] - MAL ea on mom FFfl1R --- - - - REMaIAD J 1 I I 1 t I 1 -RAT' 19. Y.S, e 6 1/41 O.C. FOR Ib0r16 1A TO S•-o• 0.0 a 1/4. 1).0 J'a„8 IN, ro r-e• MM. fa J -'0 "AR nxxx 0 Do waan RR1a • rY 0. C. WON 1 I1r Min. IMIEAOED IAARO4 ll1 NWADEW 1011 NA L110TNi V -r M., AND 0 -r Ma. a Wk, AT ro. INSTALLATION DETAILS FOR REGULAR PANELSCb AE i1�9 INTO EXISTING WOOD STRUCTURES• I /Y2•,K eIva II , (--, Y n ,/r I ._... Lx. E01 �I Eaf jI _ _ .. IQ III ED' .I. 6 I E01 HOOD ,f10O1 I ,ReIARD I MAW 'R•LQR Moon ,q0q AaNM40 -I► A_ ' ALTERMATIVE iw AI T RNA 2w 1 1 J -.,-.. To "lAft tit SWf 3/e-1' SCALE 3/0-,t .-- MEI El�PRA1,�ONL S 1 _� I E01 ED I E01 ! "I;I Y E4I EO Cal if to L���y.3p3/ .am n•NE i' 'I 4 c- RFS N/) AEOlilm - ,/w uD e°ILIwM� r. ocoCW/ n r ""Me" RNETR.IgN Af.TERNATPVE aw �ERNATIVE AW I%.• rIA,E -- • Mm•mm W ILM SCALE 3/0.1• SCALE 3/B.1• Kou4wo .AI IT SAAiI� IILII'TAI I ATIA41 NOTE ' SINUTTER TRAM N07 SMOM FOR CLARITY NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. w/ SPECIFIC OENSIfY OF 0.55 OR EQUAL III= fOR CtMiGLwTIrNI OF.$ECIiDyS. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY t0 SUIT ANY INSTALLATION AI STUDS • EVERY OVERLAP (12 ,/2' O.L.) TO L4DL0 PANEL K[ SEE TAItER10R MALE[ -END PAWL ® •T SC/QWtt 01, SCH ua 01 / ,-.._3• ran M. r0R Ma. !• - oR DIRECT MOUNT MA]TOR SPACING AMMON ANCHOR DAL 1 : WALL MOUNTING INSTALLATION PPLIOABLE TO SCHEDULE I WAX, 311C - I - MAXI A.S.D. DESIGN PRESSURE RATING .R.f.) AND FOR CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT(8 INSTALLATIONS INTO CONCRETE ! CONCRETE BLOCK STRUCTURES =1116ILL-L-1- JZWJ- Wei..-M� tffiIOlT10Pfi top A. IYITTou _M'(..E,D_-�_.T. +J1' STUDS a EVERT' - OVERLAP 0. C.) PAIIEL 5'w IRA (EASE I) F T 3. A" (CAR 4) - - r 1 APPUOWE To 2CNf,4uLG.l..2.:.liliw/ FLOW MOUNI ca 111ffici$_eT_BOTMIL.JEI:.S.D_. _.3..lx,..T LAAMIIIIA ASD. 06mr1 PRIMM at • I EOSIN a S/r IRA NOI TOr w R16W YAK 1 Imo • Y r rRaM too Ah" APPI TO BECTONS t COMBINATIO "ftwu PANEL LENGTH "L' (ft.) 7 - CAJ - OFTHEM .49.2 -01.5 3' y 4 1 2- 4 1/2" 2 (90TTOM) 7--6' OR LESS .52.8 -66.0 3' 3' 4' 4' 2 (BOTTOM) 7'-6' OR Las +650 -72,0 2 1/2• 2 1/2' -- 4• --^- J 1/2• 2 (BOTTOM) 7•-8. 014 LESS +55.0 -72.0 2 1/2' 2 1/2• MIA N/A 2 (BOTTOM) T-6- TO 4'-0' +SS.O -720 N/A N/A 3' -+- 3' 2 (BOTTOM) 7'-6' TO S'-8• ..:./ ,--3'-. P2 FOR _L i3 FOIL 4.. 3• -a Ma ANCHOR MwANCHM 15FFGRq SPACW0 ,'-3. Mln.- DETAIL 2 XING INSTALLATION (APPLICABLE IQ SCHEDULE 2) sGAIM 3JIr . I- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH WL"„SCHEDULE HALNN rArr ONLY j(L,)((CMNS I • 2ININICAUD FOR, rT 9AFLTY 4TORLi MNLi srsTEtf DN sNCET u:. W1eAM AAA am" ralaw alwre WFJ IA^ Pon LaWM 1' (A) OK tECopst INeAM 1PQNgN ro MIAs rrP• L'OWIMN SQ MM 16 FOR NKHOIn ML • VWM IRA NNAUAMM MO WOOD PRME euAD.ia. MINIMUM ANCHOR SMACMO/ AM MINIMUM nor OW7AP= #M WeIWED ON To$ 9OIf0LAL FDA E.D. LET$ 71MN NKnw ON fD1EDLLE *MCI µ0M SPADING in mminY•0 VACMO SHOWN ON SONw4E BY " IDUM M FKTOO. FOIL T1W OPiROM A K POMKL A[DVM VW*x OCAOU "No FACTOR SMALL HOT KEM LTNW MNM AM MMCMS NOCAtw fOR LAC"ANDMOR INK AT ANCILOIn 1.01I AIMnl171e[ t/P� ly'� y411 •., - 4,,•y��. LN•� FMIYM otF/-RAM '^'••^` ONIt.M MM. ^am mom PO 3 3 3 3 7 1n r4N1.4,AAa o,.) 1 1 3 It - 3 ..� W-A MINI elr, pld -_� 1-' .I1R jl/1`.• -4__. /am v I = Re2oR - - m -- ... - -_. _ 03 tP, _ Igo _ ..tee . CODE �� IIAxeAA AAPINO ,MAc4m FOR LD- . 3 ,/2' - ALQ CESgLI � 1TWCON LY YAP-011P CYK-1N MrKLYAIf rT1W.E q T PN6WR RDB COLA SET BCCrgN! • 14IIg111Y vMItL MN>a1R[ AATNNc ro CaNCR[rt ro DONICRnE 10 cer4cRt[ To oDFIDREn ._._._ 10 LroNCRETE ro COILnnn - r0 GONCKT[ - to OokOEt[ ro CpCITEn To DONaRETE ---T-to 10 T3DNO1Cit ttWIC1Wtt / µY ooNwATION a 114N uNaM t• cn.) (par.) a10[x BIOPI •ACX 6LOCA KAOI BLOCK p• N/A N/A N/A 6• N/A d' N/A N/A N/A t (TOP) b' 4• N/A N/A e' e• t' 6' B' 6• H/A N/A , (801TOM) - � b' N/A N/A N/A r N/A N/A e'- N/A N/A N/A 2 (TOP)-- d• N/A N/A _ N/A d' N/A 5" N/A 5' N/A N/A N/A 2 (BOTTOM) 7S6y -72.0 6' N/A N/A N/A B' N/A 8' N/A e' N/A N/A N/A 3 e 4 (TOP) >Y-5' TO 6'-8• 6' 4' N/A N/A 6' 6' e' 6• - 6' 6• -N/A N/A N/A - 3 (BOTTOM) -7 6' N/A N/A N/A 6' N/A e` N/A H/A N/A (TOP) `.N/A ..-�'._.N/F _ -__-'••_' - N/A b•_.-rR J - e• 6' k/A- N/A 4 O 7 (BOTTOM) N/A N/A1/A' t1 t/2' fi IJA' 6 1/A' B S/•' b I/A' 6 1/a' N/A N/A S (TOP/p0710M) 80.0, -SJ.3 N/A N/A 12 1/2' 6 1/•' 12 ,/2' B t/4' 6 1/4` 6 1/4' 6 t/4' a t/4' N/A N/A 6 (tOP/BOTTOII) •-r To 11'-2' p5.0, -T2.0 N/A N/A 6 1/A' N/A b t/1' N/A 6 1/A' B t/4' S I/4• 6 1/4" N/A N/A B (TOP/BOTTOM) TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 ,/4' I 6 1/4• B 1/4' 6 1/4' p, D. ,0 (TOP) •3.B, -48.0 b• 4' N/A N/A N/A N/A N/A N/A B• 6• B 1/A` 6 1/4 0 (BOTTOM) OR LESS12'-4. 6' 4' N/A - N/A N/A N/A _ N/A 6_ B 1/4_ 6 1/4' D (BOTTOM) OR LESS N/A N/A � N/A N/A N/A N/A N/A N/A 0 1/4• B 1/A' B 1/•' 4 t/•' 10 (BOTTOM) SEE 00% 10. it AND It FOR ANCHOR TYPE A SPACM FOR INSTALLATIONS INTO HOOD POW BWDIND. WWMM ANO10R VACOM AND MINIMUM ®OE DISTANCE AK NOCAFTO ON lift SCMCCLU. Me EQ LE" THAN MDC01U) ON SCHEDULE NEOUR N CMR SPOCNG In MULTPLTMO SPACING $HOrN ON SCKMnf N TA rOL c"c FACTOR FOR Tres OPWAt10M To K $-=W. REDUCED OWM OBTAIMW VO4I FACTOR SHALL NOT K USE "" IAAMM SPACING fOCATED FOR EACH ANCHOR TYPE At ANCHM 1.0041- AlToa TIN w eM 1/4'. - ortAP.eRP //4•. "FFiluF1-tE 1/0. -- PMftA 1/41. -- wx-M ,/4'. --- Saodn mI Allow lAbO PA) 1 I l 1 2 1/1 1 ••A..,.�,I.o OP,rrM pa) R4A.,AMI oN.Ar 4Mr Onl 3 - , - D J 1 1 SIR --- :7 3 ,n 1 ,n -4 �K Bi. BBs 0681B� ► A 0 T O R MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s.f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS Q d(CAJINSTALLATIONS INTO EXISTING CONCRETE a CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS0* ®INSTA"TION9 AS PER SECTIONS T THRU 10, ON SHEETS 4, S A 6) TO OR LESS O�. �•_ ,wjy JC V W fy c C• G C H J =3 E d O oG u A y 7• d G1: v s e 'c N,MNNN A. VcEH A FLORIDA BUILDING CODE NI h Valeol Nu come Zone �3c N0. 4167 "°'° n' "c 20 GAGE OALVANG:ED STEEL STORM PANEL rP `• > PROTECTION PRODUCTS U.C. O,r, f(T ID*`--:-•7HO'ZeFJ / �E� mMmMT,, n°,IaTeneE' ss� •• •. N .. WA. a, MrIN r0I40VA"',. N,DwE (M4MM-IU& FAH: h2yer-En2 20-178 p 0, N::. TMo rn-,4a N.. PWp .N_IMi 01,c YYNFIAL L KAL/Md4VUlWlWrt p-OOa711 WAL1A1 A tour Jr„ ►C r . A IM A INSTALLATION . INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES ) AE CIA I II! l4-TO NVICIMIE PLUS A - - s 1/4• oC W/ 17/e' "IMjADED PENETRATION TO --- - i : EXERNG 0000 MEAGER - I.Ii, 14_10 RA/ELAWE PLUS I,� PflE1RATON TD , CXLSTND W000 HEADER .i1 WD00 R - "OUI11� , i 1 I IA-,° PIVELAIILTE PLUS TIIREIDCD P[IETMI,DN ro EASTNC WOOD HEADER I 1 I: COPED I [LINK 7110 • WOOD NfApfll _ _ IBn G' R000 11EAOER REDUMEO-� ROu1RIO C ii v. ox1 • l"i • 2 � I 2 N7r e DAIRY 4 SSW • Q 4b/DLRE ON me, MH. rl/1ARIL �. L1RT 6 to CLAN MoA, PANEL L[MG7M /r. IMt• a6.1 (SE[ MOTE 1) SET SLl�4S w I f[T SCHEDULE ON MAT a Lliln a FORml SEMMTgN rw 4a,. awrAnok 70 ,AMa. L MCA. PANEL "No, - .. i ,/A1-rm',• E.S (SEE NOT, t) I I/.'IraIM,'s,i 'A' Ab+ PANEL LENHTII _ jL�• r (9R NOTE t) Vad E Of 1• -IE�I T.� IAAx ! SOE 0 E � MAX I I OF 1 1M,t i - ES: aLO e l in MINGNEM elf :' EO rim tin . 2•N' WWO PLATE 2'rA' HOOD PLArz MOUIKD - ..., 6 ;0//. ANELN4rz PLUS �. R[WaED - I; T>MEADEO P[N[TMTION • I MIN MDM 01 PLAIT - ,��yp I! C[WT ... 1lrP LAc uREWs e d' oc. 31AOfiLRED W/ 2'r4' WODO-P;A IEtkrRED MM THREADED PEWIERIATION MIN OF AT PLATE ..1 �,' OWCTAT - - MOWOTN OF 1NATT - AL3QSW DIRIECT MOUNT SCALE 3/0-1 INSTALLATION DIRECT 1dOUNT INSTALLATION Scar 3/0-1 SCALE 3/6.,' 8=: 1. INSTALLATIONS FOR ALTERNATIVES SW. 9W k IOW ONLY VALID FOR BUILDINGS WITH ALSO. DESIGN WADS UP iQ +43,8, -48.0 D.P.I. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION: WDOO MEMBERS 10 BE SOUTHERN NYrNt11111F1//•F RNLI P•'TILL/rM + � •DENS •'4 PINE NO. 2, W/ SPECIFIC DENSITY OF 0.56 OR EQUAL.. NfWF FDR 11YW11YTION OF rrCfIONS' TOP a BOTTOM MOUNNTINGS CAN BE COMBINED N ANY WAY TO sort ANY INSTALLATION 3=F�R F' ''• = No. 1 •i.k : S 1E ...• „�: �n S9 !0 •. fL {((O'er,• .1Y. .. f .t'��'- ' J�'/ZIPL 'Fi; cSSl `' NFNNFI IMNE E YAi/sMMTAW/Mn FLORIDA BUILDING CODE (High Woolly Nurricons oraa n,a,o. eN. 20 CAGE GALVANIZED STEEL STORM PANEL �`-� GLOBAL PROTECTION PRODUCTS, LLC. IfNC late, L ^5,STNW � r:..A 'ZiMi b`,w Nr (Np Fn-w M NqK: O64Ma1-73U, rAL f.MT4K-aln FA -Wane M-oIL11Aq. .AL1111 A A., P.E. I.I Zone oAup er. my/am A R 2D-176 w. MQI It O a .p-.P N N Cn > 11-0 V N 2 Q O -0 O C .� Ito-p 13- a) -v U C 'v ' C C _O CD O LL Cn Cu i 0 Cn 1_ INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM I/4•- La gom e r DID W/ INTO EXISTING WOOD STRUCTURES MH ,1MrAOEa PoaTRITo11 11'� To ila2elelo W000 •FACER ia; - Eo1 ♦ ) -f-R+» ; ED, _ ca I , T 0 IgNa! g L LW4•«'" R NATIVE I ALTERNATIVE 2 r rO ,2�oc Q 6 Q ON I Mon 1.FOR i- . 1) 10 CLASS i ). Eo1 1 ED EQ I on I kil, Eot EO L CO! ilk i � �:.I aWoo ruO WOOD IkA% Cu a- n _ staumm efDL,WeD B;C.N. ALTERNATIVE 3 ALTERNATIVE 4 U eCaNRLD '.I 1//r• tA0 5CPI.9 . {' aC. W/ 1 L/2• ■ - LN,. 0{tEsam .EI6TWITgN oA 1/4T.O.16/S' SITED BWL93 SUN" r/ ,/A•.-WA2• 4/2- SIT M.D • r es a L Cu RNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCKTION ,/r.-20 PMOUNTE FE2Mt 0 OR PANg1Mn PWS • a' Ol M 1 1/2• MM. VONC 3/6' - I' -am NOT IRWIN fm DAM M III7"WAM PENETRATION■DiOe B ■ ■ ,WALL MOUNTING INSTALLATION p Pun TILL/ ALTERNATIVE 11KLu SCA3/6' - 1• �' CENSLE• '�� L• NO. 7 FLORIDA BUILDING CODE NI h Valovily Nurrlcome, Zone tR .Tom ntem. Ore 20 GAGE GALVANIZED STEEL STORY PANEL FP I, INST ALLATNONS AIL[ ONLYyALID FOR IlLNUMMI3 WIN 44.0, O[S" LOADS UP TO S - ST Dr." H: Z .95.41 -P2.0 pal AM PALEL'S LENOTH 1W To W-r. y�p ••n fl R1D�J' --.-.. �• PROTECTION PRODUCTS. U.C. a/s/AW 2 FOR r1tW 1Y000 fRNE c01LSTeIICTINN reoD 1NY402s TD K X,u,1,OK+ .y FVS) LE �G� AAn•OMIAL RS,wSiCRI Z POW W. 2, W/ SP[CMC KNeITY or UAe DR QOIYL yRNN A I ! M1,r M A,,. rA1Oa: (eMNWo-%AM. PAL (ED.)■-rnl 20-176 ,NIL 1114M r-w (MINWi-,.rN , LrAO.n-HIT Q f AM.IRA. MAWq NA: ul-4MM7n PE 'aM/9MMTVK/MlC W4RR . Rua M. .r ^-' ow Is or 3o J SHEET NO. SH 1,1� .ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A 20).-._.._.... _ ] Mo.7 I7 1 17 7 t 3l MAX.' 2A/1 WIT. W 4 W/ , WI . 6B/ B. t' MIN eAw/tB. 7Aw/t9 t Mw/20 6BY/it4 >/W/Is 6 6tRY/20 t• uwy. .- .. .. .. v 0 O O O O Y 1 -..._ I O. TIE +lw�.w" wNh I Lot wl # vw PNxt i wAcl. A IF 1a. N J A P LCNOT /7 �/ Ir ANLL H NUT .WWI t I (SEE SCHEDULE) CIA" I SNOAIt9' ! it 4...'iM+FwN a sPE srM 1 1 `, ROFTOY comm ,.• MIN ANCH_M & (SCE SECTIONSONSHEETS 17, ,e. ,�P9 Q �O) - w/11 .. _. .. 1 Y 3' MAR. 611/17. W/I. SA/„ 36/17, 40/17, WIS. r MAX, eAW/TB, 7Aw/r6 B MW/701411111 tIBW/11. 1Mf/(9 NE eM/20 IN.. OPTION /2 FOR LIFE SAFETY STORM PANELI/i ELEVATION SCALE 3/HV_I* I/e 1WL eP IN•N .1 ,A4XE rum v,,,`J .`., iYL"Yem SECTION A -A SCALE 3/16•-1" B B L i L L N B: B L► L L L. a e B MAXIMUM A,S,D DESIGN PRESSURE Meg. PANEL LENCTH L ((<') MINIMUM SCPARAlION PANEL. RATING (p.aq (SEE SECTIONS) TO GLASS CONDITION N55.0. -72.0 8'-a' 2 3/4" UNBOLTED I,NSTALLATiON DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM IHMO EXISTING WOOD STRUCTURES 1 _- 1' WOOD HEADER _ le HEADER -«.. �,. WODO HEADER 1IiI, BROOD ,WARDEN ^• _ li° REQUIREDI' AE:JAt;RYt` AEWRIID .`I 'MOWAFO /• O.C. /- `-`. I t 4Y FAPC011 • e' O.C. yr 1/r. IA•CON • r O.C. ' r. ... _.V7 , I//jj THREA6x0 - t��I I//22• MIN. 1N1[AD[0 " j I'. W/I IJr WN. THREADED _ __.... W//1 ,,,x• NMI THRFIDED I'ILAfION AT ROOD Ij FAL'IATwATON Al WOOD ,I. I. FCPWTRAl10H AT r000 •'11 ' IH;/iIRM1TIDN A 110011 HEADER HEADER I HEADER I' HEAVER r/T 11/A• //2' I1/4_ „ ,. 1/2' • 2 U I , r f EJ1FxIMC i wn. sEMMIGN FXISTIY_G_ Iw 1" Q 000 toICLAW MEP. CLAN AW. (E CLASS NN •ow,, , INIw9 .4n, own 4w P Du NOTE I EDAM) 011 arts tO PANEL; LENGTH AAn atP+IMTGfr PANEL H (SEE INOIL eF10W) NRA IRO PANEL LENGTH - I GLATIS46 IP aA•e 'M., . + (SAL RIOT I BELOW) SW.O� N faA1a - :y; nI . .... (SEE HOTF' , eEa 0w1 GtAS3 (Kmw O R IM 14) I +'•- 1• ( -OR ww's 1 / a' ) OR We[t I) >O9 No W,y 7A^' r J13Y� 1 ". I3/32` WHO NUI „ ...... - > "No MIn I 1 it i 1r I eV110,t. w/, 1/2- PENETRATION AT :WDwGM OE PUTLj _ { F e' heir. ' s,• I 1 �.--- •.l.--r V w )a3/ ss s wl 7/4 w-3 32' 044 O wJ iT O . I I e w . 3 wwa flI : w ..3/Sx• wwc wO Eo 7nH R7/u' WWNc NTT' ro' R 3/32' 1r Mn / /3i wAS1fEI a ,2 t/2' Q.c wAs HER (IEDNa) VI'0e81rER • 12 IJr a,c Narf wAs1eR (NroND) 1,11�4101A►CON a 6' O-C. , 19 1/PCO+ • 6 'IF 1 10• yN. TIAEAOED fl w ooQNED w/ srUrI 7 i� / BTUp) � ) I1�t10N A MIDWDTN I' 'LBu,I9o1E• JJ I .I I R' MINI. W/ TNIGOED I/' • MN. iMIREADED I OE PlA7E 2 PENETRATION AT MDWIDIH i °. ._. OF PLATELDN AT YIOWGTN " .,` �• W000 PIAi[ 2'(r� MATE OF .urz � of PLATE I�A. R[ ._ 2•r�4;zw PLATE � AEOUIRCO IRATE _. _ ...WALL MCWt �1 f ALTftt 7F LLW 0 I�IEL tlli ItlSIALLdLLIQtl scALE 3/e -1" It PANEL t,MN11II SCALE 3/8'.1" SCALE 3/e ., SCALE 3✓e'•1" bona;' t;ENSIc'•., I INSTALLATIONS ARE DRAY VALIDEDR SUILDN69 WITH AS:O, DESIGN Lbws FLORIDA BUILDING CODE (High Velocity NMFF(Den W To .553, -Tao 1>6F AND PAWL'S ICNGM LIP 1D 6'-6' ND 4 �, a wonnlaco.'NO 20 GAGE GALVANIZED STEEL STORM PANEL 7. FOR NEW *0OD FRONT CONSTMICiGN: W000 11CAGOtS 10 6E SOUiNflIN : - •-- PwfL NO, 2. w/ sPECAic osrFmv or o.6e on EDLw-` * $7A_-=' ..- _- ,I OLOBAL PROTECTION PRODUCTS, LL.C. _1/,' TAPCON ANCHORS INSTALLATION DETAILS FOR OPTION INTO EX -(STING POURED CONCRETE" 92 FOR LIEE SAFETY STORM _. R CONCRETE, BLOCK STRUCTURES- PANEL SYSTEM "4" TAPCDN ANCHORS AT t D.C. • 1 0.C. i O.G. .1 _.. ►• OC. POURED CONY.WETE, POUaCC CaMCRflE POUND CONCREIC POURED CONCRETE OR CONCRETE Bl17CK REQUIRED F_{1 OR CONCRtTE BLOCK REOLAND 1 OI CONCRETE BLOCK REOURK6 1 - OR CONCRETE 81ACN RCOURCD EJ-'. 1'1£„ , - I n�l I_EBtA IA�l �111,'ll " " eNT 1 IV•YwAr p 'wii.lm,.��a Q• 1 t- 1 M 1,wRM,wA N r0 r•- wW°M°aMAieaH T '� �s �-. I e 1 N i tLAPAR � /. fHIT ,q � -"" "••'-1 I•TA35 : 7iFy £K15171�-.) E GRASS I ;«. 1 EKtBT!ff: j 7 _I C%1StNfAJ e a 7/i, I I i r M,t V ,/6•P r Li3 -:I QI E DI • L� � E.D.4 LD. f tt ( ....... A 1/TIE 11/4•P•-2@r3 4.6.5.P-2oKJ/,•SS. UT A T'. 7/e2 1/2' wRW MO WASHER i �. ....Y j]2' SANS NUT WASHER /e•• A 3/32 WING NUl f : (� „ • T2 I/2' O.c _ASHEN 0 12 1/2• o,C ?=' 1 r4' TAPCON ANCHORS , 1/r O C (StAomm w/ STUD) . ".Qu CRE'TE DLOCK WALL 1 IUt O INSIALIAtIl SCALE 3/e••1" Wn1 �w,asi ew/3 teE� o> 1 4' TA•tON ANCHORS -... >j 4 1/2. O.C, (STACOEH[D W/ STD) POURED CONCRETE OR CONCRETE BLOCK WALL WOLItM REQUIRED S INSAI ,LAA O LIFI"PANEL E3 aQ wfeT IP ! 20 MDR NKDl! Now Im yr. TAKIW _ WOOD no NStN11rR91i6 TARO FRA00 FRAMING 'G ) 3 FRAMIT W WW A 04OR VWZPM AND MNNUM CWONCC AN NDCAM M THISOM •aNe enA�. Drnr> rM (K7 7 SCHEDULE FDA ED UM ". WpCATED ON SCotRULO REDUCE All(2DR 9RKWD M GATnvm vv4w 1RQN,f ON ScHrim O P.0.NAMI b„rr, elgr P,I 3 WAfi Pat =am NAM BY Dt PoLLONwo FAO' M. FDA TN6 CIPO ATIow TO 6E PCITIN" KOUOEO 1 Im he SPACING OIFWNED used FACTOR "" Not a was THAN MFMM W%CNG wOFA,EP I" EACH ANCHOR TYPE ON INS SCHEDULE a 1/r- - � Nrr .1 A' TAPCOh ANCHORS ....d, s' fA1CON e 4 L/Z' On POLAND CONCRETE "... ETF R OR CONDOM BLOCK ���/�A� y1�� yyy�•,•/ aA/.�.'6.,p OWAUM >�I.fYY CONCREIC REOCK a���'.�. REQUIRED I AWN ff19EiJ5f17��pE7.eiYEra�iil/Q O REGULAR PANEL SCALE 3/8--t" �W J 1 SCALE 3/8'.1" INSTALLATION DETAIL FOR QFTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES " r T(1 Ib •,�� ,I..F. :--- _ I /EN4 EPTRTAPCON a B O,C. ; -,•. JrATIPCa 6O.0 THREADED tMIN. eO PTION AT WOOD PENETRATION AT WOOD HEADER HEADER . 4 '' I f R 12 waoo NEAOL R •>�. :NTT. WOOD WAX NOUWfO � I n�l ,e.. RTO111RE0 ;' n}^ iI( Mb, anA1MiGN 1' MHN. ro ,O"Ec PANEL LENGTH EI16tG70 ON ww Is) (NE NOTE 1 BELOW) r GLASS i } 0 j rs i; FA .. � 2".4' NO O PkP7E ''�)/6"• . 3/32• WM NUI IYASHEA e 6 ve O.C. e16 110 0 PANFLMAT(EI P,L� NN. TItRFADED ANNULI/FA/TeRGW AT MIDIDOTH OF PURE wAUL MOuNII I INsrALLanON A, im NMI PAHIEL SCALE 3/8'.1 LIDIiE I. N15TNLATIONS AM ONLY VAD FOR BUIDINN WITH A6A. DESIGN LOADS LIP TO 4165. -72.0 PSF AND PANEL'S LENGTH UP TO V-S' 2Foot NEW WOOD FRAME CONSTRUCTION: *000 MEMBERS TO BE SOVIHERN PINE MO. 2, W/ 6PECIFIC DENSITY OF 0.55 OR EQUAL { IN, ,E'wamaN t6 CLAWS .. (ON EXISTING,- TALL s .._.. •d I J4's-ID}T• f .. e I ` T PANEL LENGTH (SEE NOTE 1 KID*) S.S. M.S. W% 7 YN. 3/32' �( u T I r i r fIO. CIO 6" 2•.4' WQOO Pl ;I; 7/6'A . 3/32• WINO NUT REOUMIED - I WASHER a (BEYOND) #14_10 PANELMATE !PLUS -We e ' - MIN, THREADED PENETRATION-. ' AT MID• FIS of PLATE i .: �.. _^L 11l - .. WALL "k=G_INjM6MN IL LIFE M= PANEL SCALE 3/e'.1" FLORIDA BUILDING CODE (N(Bh 1 INSTALLATION F 1 R LIFE S T �2�.TAll,�. Qi.�SxL'T �?i�2 FOR � L1E�.I�LSTORM PANEL SYSTEM iNTO EXISTING POURED CQNCRETE OR CONCRETE BLOCK STRUCTURES ,. L4' IAPCON ANCHORS Ij4' TAPCON ANhtOR4 e 1. 0.C. 4 /• O.C. POURED CONCRETE POURED CONCRETE._. ROR CONS ENE BLOCK III 1 �' R OR CONCRETE 9(CCI( C1AC41/4' Ei �� NT ." MW� m I 0j •rMn IH ( x I I I I I ' F 1 r4 ' /;i; Io•. wit'"TE PLUS W/ . '...:/BY , 3/32' WINO NUT wABHtT4 6 1/4. O.0 ..POUND CONCRETE OR CONCRETE N DCN REQUIRED WAIL Ufflt= RIMALLATION rL SCALE 3/6'-l' WE SHIFT 11 a 20 POII ANO•W TYPE A '�� Tom g091 INVI)ti)IL4E PlAll WRONG FOIL ►ETMUT N4 INTO M000 '--1°-''-M0"°1 omm -"• -tlAIIOtNKt ] -- 3 At" millawa boralm MN "M SPACM169 AND Nmww EDGE owrmm AN RDIGTED OR n{ __..,-_...- ! RTeDLLf EDIT ED. LOSS TWA NOIGRS ON wANRJ Onrrwe WWI (I.) 3 A Ijt SCItD11L[ REDIICI A,AT,OR WVO311O W WLUX"A VXW SHOWS DN SOMDLN.E ARIL 6P ow ON" EAOIBR By ?HE FOL4Dw6G FAC- GDR I - OPERATOR OPOYOOR TO K POSwBLE_ OEM= 1VACMIG DBMRED UEIs EACTCLI wIALL NOT ,/3• - - BE LETS THAN WUMW SMCa6 MDIGTED FUR EACH AWLJIDR TYPE ON 1L4t SCHEDULE .... r ,.Oo a , ... m A, 0 ' eoatri'ea 1 I I 14: us «v Me' 1 ' I I I�I d• ED • � ij a �3, ?'j14-10-• PANEWAIE PLUS W/ .:. a"A , 3nr WINO Mn WASN0 (KYONO) .OAR ONCRETE CONCRETE BE= REIOURIED No. 44167 *: I IF At 1E•L/9IPPn,9/G,E SCALE 3/r-I" N N un Ca FLORIDA BUILDING CODE (High Velocity Nu Done Zom vam Tarm .G 20 GAGE DALVANOIEO STEEL STORM PANEL DRAT ec 11 PROTECTION PRODUCTS, LLC. .■m rhalw4'1 ±m PIT i'.rr'"wo�a ' �,�r. PUDIwr 00)w-mw. F (an4NeF-e»T 20-176 G-O60■7N ORNwANO AR. M W 4P W relWWr won Is or a CFNEPAL AIOTEs7 VAS E-2 HANG sioRY PANEL a_YRnxM 1 E-2 HANC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OOCUMENT (P.E.D) I" BEEN VERIPNED FOR COMPLIANCE IN 8.1) MINIMIAM EMBEDMENT OF TAPCON ANCHORS AND PANELWNE TE FEMALE D e PALMATF PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 f7th EDITOR) OF THE FLORIDA BNILDING CODE. BLOCK SMALL. BE I I/A, DESIGN WIND LOAD$ SMALL K DETERMINED AS PER SEChON 1620 OF THE ABOVE MENTIONED 1:00E, fill) MINIMUM EMBEDMENT OF 1/4.0 X 7/0' CALK -IN ANCHORS SHALL N IS 7/8• INTO CONCRETE. FOR A WINO SPEED AS REQUIRED BY INC JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH WTERAL SHALL BE PERMITTED, FOR A OIRECTIONUIY FACTOR Ke-0.86. USING ASCE 1-16 AND SHALL NOT EXCEED THE MAXIMUM (RSA) 1/4' 0-20 $5 SIDEWALK BOLTS USED SHILL BE LONG EN000H(SHOULD ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATIN6S INdCATEO ON SNEETS 25 AI 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL 6E FIRST REDUCED TO ASO. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8..3) IN CASE THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (AS D) DESIGN PRESSURE RATINGS INO SITED ON SHEETS 25 a 26. ANCHORS SHALE BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND SUCH PANELS. ANCHORAGE SMALL N AS MENTIONED IN 0.1) AMC IN 8,2). IN ORDER TO VER6Y THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVEQ STRESSED. A 33R INCREASE N ALL 5T FiNe IN THEIR ANAL F ERS LNG D WOOD 11A5 BEEN I ALLOWABLE STRESS WIND LOADS WAS USED E YS15 ASPEN SPAC DIOL G ANCHORS INSTALLED (LAVING M. R F 'T WTH N. t SMALL, N ALOE FOIL ALL OF F RECOMMENDATIONS AND 9Pf,C1 ,CAROMS OF THE ANCHOR'S DETERMINED IN ACCORDANCE D s 20 5 ( ) WNuiAI:1LRIER. P F FAG N RV IN N 8 6 STORM ANL'l's ADEQUACY OR IMPACT AND FATIGUE RESISTANCE HAS BCE VERIFIED ACCORDANCE CORM SEATO 1 2 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT 11 2032, AS PROTOCOLS TAS-,201, II IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SMVTTER SMALL, 014LY N ATTACHED TO CONCRETE, BLACK 2 INS SYSTEM HAS SEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING •HE OPENING FROM THE OR WOOD FRAME BUILDINGS. INSIDE W/0 THE USE OF A UDDER OR LIFT THIS APPLICATION IS VINO WHEN INSTALLAT IN 15 INTENDED TO BE PMFORME.D 12. THE INSTALLATION CONTRACTOR S TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOLIS FROM THE INSIDE OF STRUCTURE. CONTACT WITH MC BUILDING 10 PREVENT WNO/RAN INTRUSION CALKK AND SEAL SHUTTER TRAM AU. MOUND FULL LENGTH. 3. SERIES 1000 RKTAIATION IS APW_ICA811 TO 504CU AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REWRW 10 BE PERFORMED FROM THE INSIDE of STRUCTURE 13 STORK PANEL INSTALLATION $HALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLU5 ANY BUILD" AND ZONING REGULATIONS PROVIDED BY yME JURISDICTION WHERE PERMIT IS APPLIED 70. 4. SERIES 200E INSTALUIIWN Is APPLGABLE TO sIwAl AND DOUBLE HUNG AND HoRQONTA, M,fumS STYLE. WNONYS WHEN INSTALLATION IS REWARCO TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, 04C. E - Z HAND SMARM PANEL SYSTEM' IS P01W PIBp411. 5. ALL ALUMINUM EXTRUSIONS TO BL W63-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (o) THIS PRODUCT EVALUATION ODCUMEM (P.E d) WEPARED BY THIS ENGINEER IS GENERIC MO DOES NOT PROMDE IWOR"11ON FEW A SITE SPECIFIC CT; 1.•. COHERE THE SITE CONDITIONS DEVIATE FROM MF P-E.p. e. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL HAVE 3TD5-M14 ALLOY, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SLLECION, PURCNLASE AND INSTALLATION INCLUDING LIFE SA11Tv OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTIR A-GS3 GRADL 50 IA., GALVANZED STEEL THIS PRO)OCT BASED ON THIS. PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESGfUTON W/Fy- 58.5 IW (AFTER ROLLED). THIS DOCUMENT CONSRUCT1oii SAFETY AT SITE IS THE CON:RACTGR•S RESPOM3IBIUTY, 8 ALL SCREWS M N STAINLESS STEEL 304 OR 316 ASt SEIM OR CORROSION RCSIS7ANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALLATION DOCUMENT WILL N L'ONSOERED INVALID IF MwF)ED. WG16 W/ 50 Im Win STRENGTH AND 90 Net tEN%0LE STNEMMM k SMALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2411.3.34 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO N ASIM A-307 GALVANIZED STEEL OR AU 304 SERIES STAINLESS STEEL WrrH 36 091 MINIMUM YIELD STRENGTH. BECOME THE aN)INEEIE OF RECORD (C.0A.) FOR THE PROJECT AND WHO WILL 6E RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEOMED ENGINEER TO THE P,ED. ENGINEER, SMALL 10 ANCHORS TO WALL SMALL N AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (A) °�0_C3FXE8ETE (4) THIS PEO, SN4AI,L BEAR THE COTE AND ORIGINAL SEAL AND SIGNATURE M IRE PRpifB$IONAL ENGINEER OF - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY (TW BUIEDEX, INC. (MIN, f'CA3192 P.A,i.) RECORD THAT PREPARED It - 1/4' • X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWAO INC(MIN f`4-3000 P.a,l.) 16. STORM PANEL WNUFACTUREWS LABEL SMALL N LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - #14-10 PAWLWTE FEMALE ID 6 PANELMATE PWS ANCHORS, AS MANVI-AC'TURED BY ELCO CONSTRMriON PRODUCTS. ACCORDANCE WITH SECTION 1709.9.3 OF FLORIN BUILDING CODE, ONE LABEL SHNl BE PLACED FOR EVERY OPENING /'C-33s6 .■.t 1 IfBE1Jt40 TO COMPLY WITH SECTION ... � T FLORIDA ( P ) 70B 9 2 OF HE ORIQ4 BUILDING CODE A. i) NNAIUM EMBEDMENT OF TAPCON ANCHaRS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE FEMALE O A, PAN'HLWTE PLUS. A2) MPMR" EMBEDMENT Or t/4^' X 7/8' CALK -IN ANCHORS SMALL BE IS 7/0" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERAL SHALL BE PERMTTIM 1/4• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOLDN(BNOULD ANY FNISM WTERIAL EXIST) TO ENGAGE 3/4- Hllw1N�, INTO ANCHORS, �'(ERA TJ[j A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS KFOUND ON 1HE EXISTING WAl OR "•' FLOOR. ANCHORS SHALL N LONG ENOUGH TO REACH 714E MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL 3:''•�,10ENfF'•. BE AS AWNTINCO IN AI) AND IN AI). a No. 44167 (B) TD. nc15IIB ONCaErE.EILO k RILL.. * * '•* FLORIDA BUILDING CODE. (High VelocityNu cons Zone - I/4' • TAPCON ANCHORS AS MANUPALTLREo BY TTw 9I11LD[7(. INC - 1/4' P K 7/9• ANAL -IN ANCHORS. AS MANUFACTURED BY OEWALT INC (1'm.l$00 p,■.I,) p•. A• Ote70 tA1Elq RG. FP. -'t4-10 PANELMATE FEMALE ID AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION "r •..,1,- 9l : ;'h' 20 GAGE GALVANIZED STEEL STORB PAW PRODUCTS (/'m-2O71 p.■.i,) r^h�rw:,,'YL� n �[uK4Yl,/W 1161EC O FwtGLOBAL PROTECTION PRODUCTS. LLC. ITA14. R 333'. / N'WI` rlwRA 1M 'a a Ano,AlAw NK►NF. F-76.a FLAP tw)Mw-IIFI 20-176 (UHI)w _ Pt. v^AxpWr1NR/ Q G-OW171. tlWw,� w DAWAN b. WILM A TX,P A., P3. 4W ,a.m ,r em 1, a 2i 7• ED C3 C •AO m N •S4: c 1iA a A C - y o L��v r N fj TV r la E O W o cc C7- G r= A O G 43 A N N U � O C- C O O C Z7 a- tQ O C p U (%� W E LUS O �J a I C�•4•.�/ r0 .- �/429 C 1 Q COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS a"/24 (WE NDI 2 6ELDr, -I NINE E-Z HANG STORM 1/2-1) ,rE� e NH I'1 24 s' u a Wlur�xh ra Wn6D Ta0•tI^-------'_. _ �lsE[". A E _.:_____ '. 4 W/ OR rJe FOAL 2 6nD10 ]' Mw 2'/24 1'/T4 ..(,'T � (E¢ woTE J MNDW) IN.1• sM.1. / / ."h» f0R DONCRETE NKNOwc 'SC[ mi, �ISaL SIX SECTIONS ON ARM 2• tb, �• 1""" oN TRW i6 3• MLr,. Dpr�aTr _ -. 15.196• (TOTAL WIDTH)- -.... - ...2.250 '---2.591"--. -__ ONE YMwgl4A Avan U). _. : - �. PANF� q r-I ..T /r.,, rrm, .'. O/i Ear• 3 a� OG JSan ni- ...... ._. .500' ([FFECINE WDTH) ,.. -. ._ } � ) ,�2.250•--( J',. 1/e• LT' I lKE 1t Sri WIm F8) �A ' i'iAp '�.P! y -6 t/A• "... - ` --'. I , ..._._ _` I I I-- I I •• _ ,.50Q' I i I j i I I o7s• I2 500 1 � � I, im.�J/ I 1 t III^ I I, i- t 1 l l I is _ l_.12.244' T I � t. , ,J - • _�. • � , C. ) •u ., r •i.ra.7/.• •o a , FeLar) D,QM' YIN- 1CK NEWEO:.: 3.90D' I Z.5G0' Y,65Y EDGE • ,5 r, �; ..-, '...,. , e .. ,._.-....._); ..7. .�.. T.. I.. I.I 66X.1. ,_ _,.pl,, .I,,.,.. y ,_T.� ?. 1 } ( -1 CNUA4M2ED 6TCEl �. r.n.,. _-.-..,..,...r.__. 0 x.ODO 2 "I`IG TIP ASM M653 'R 11 T.2M gt IDLE 4 6DJIw (¢MdDN ANOI ` (RfrzRGN MNB{il lN6[RGR PARED) I NmE iy 4 WLOw 9EF TKO. Sµ ,BELOR d �WIiE MRE6WR PAIF4) (N�SPooq PANELD I SIEE NOTE l: I3� 4 BCLOw :, ! E i..N (qal 1 1 � / ] AL A ` 48.5 G-80 GALY (- �� N •...A.- Y ` I I 6 l I i I I ' ' ! 1 ! } ,.. S GRAD[ •o MwMw 11ETAt L,S J,,, __ 1. I T } y b 1. EDDE S' ) ...... _- i I! I i `` l i f 1 T 1 f I) w 1 I , I ;,; I ,L °el�AnoH ( �� _ • .�w. ff I r I I i d I 1 ' �. r .-'-- - 1 sp, ,,,�� 1 ! I 1 .. T i 1 I' 4 I �' I--} i i `� ; I i alai%a'ae�MgEnN. 1 _, 1 y1 III I }L��{y • • Rpm 1 W , •,4- ,• I Icu ,.350•.-... \ S • 'Y �.- '? 1 ( qq. ► ` I , , I. I { P Y l 2J4Y- PNRI/i V& W/ TM.I' WMn . , nc i I A .250 . 2470" ,3L7, I t I CC I 1 E ! I I ! I , 4'w- ._ I ' t •i , NS. w 1..� �_ _I -1 E. _ 1.. _ �..1. �. �. N �.. _� _!. .. r WAIF 1 S ) I 1 ( II Q { I II I I � I I �/e � ww9wDre � „ � 1 1.. � _ 1.1.� � i_, d 1. � 1 [A C I .L^..t.-I. I 1 __1 11�- 1-�1_i it .!.lEfOl l,T.'..i .'T .L.�i.i_, I_)_I_...I (� STORM PANEL - a.7o �_ _ 1_. 1 1 M ,L, f I . , I _ 1.. T I}LgI .G Y I ; 6 2REVERSEDI) L soaBuu L }" _...� p a awv4. "h" TRACK © "ll"I-T - _ 1 6 wr./ � y$ LL�_ -U- � L Lil�� 1 L M 1 � L1 W I d•Ly I 1 1 I I 1 1 ON zu7 R► � 13 ; %a �I I � � _. ' a6 ac mM F SEE NOTE 4 eFLDw ` - +•�_... aSEEEE IIOR J ^_...I �. AANeLNIUrt (TIP.) I to w K. J1TL 1 MAIN I , Y- �ItJ//4• ISIX N•4-tO•YA• €x Ii�•f09 1019101M.21 7 y I. PAWL'S END UP .% ' _ ya, FOR CANCRlTe AMIOq■t' SEC SEUDN I` MAY N LOCAtEOT , i--1Y ^-1- .y ...._© /A;1[R/MTF l 1XOfN ; Too QAAM ' IWa .• to am& ; �` I.3JSY �EQ]j} ^ D" 1E ,f('/ �r f•L�P3L/WAR'/ 7 1 1O OAK. 1 I OOn aDRN' Q .. y/. %•' ) r.. '^'�• .,D. 1 IA ;cn S[F N01E ] "'-"'tCNFL" Oh IMUTW. MR WOOD w ON 4WET 26 �' t• r'r� A oR Jr IR• 1 7/Y,' - AT fYD PAMCLS' I 1 �r�E , 1 1 A„ '" 1 �' TO QAII& ' 1 TU NUI r 1 W/ NF.wm mom pENDD . .,� 44 r. �. '� A MAER1011 OAfEI3, @[LLHN ®Or 0W/ OR W/o®.© w LAST PARED, C,Y TO IE m,,, D AT _ •.••a7• -1 - • i f 1 _ LAST PANEL. (� rD N INSTALLED AT F/OYI 014TWD S1ML ALWAYS N PROYNYD W j OPFNFVTi 9YILL 1 0A'/9 EE PRONOE'P wTYPICALUnON FORIESNM IIAIDtt 10 T WITTAIL IN rREM N� N wnENDCD TD N INF%LL0 F11DM p '91INSIDE Or STA'UC7URE (OAR Iw4dF rD cACRnA)E P+sIAwLT,OM _ IF tN1EIG[o To N a6tNLm TIGER 1 It $� fI � i■t EpB! + D250 '�•.� ,}/ 135' 1 125' SOME 3/SE' . H ORM PAN� INSGE DF 1TRUCrIA1C. aw - I 1_®-,/,^.._. .-(,--L R I 7 9� i i1/49-m.rl,• Na p j �M r 1 I Di r J NFYMCO`- _ I Q' 3 ISO, t 3 �f/4' MoA. GP t/4' W4. DV• T/r Y.a DIP III• Kea W►lL� F• r 1 `L 1 ISOMETRIC ViEW DETAIL A aoo0 x ODD ) aR W/ n w/D It / i " 16 ow RouNpTD CORNER B ENDS of PANEL'S zr �' ( ®' ® 1 LG ON LaWDen i ILL w ; R i r r i r . ] N.3 I E4D UP W/ HEMMED EDGE. �� I .750 7 AL ! SEV A -A SECTION B-B iiI'iFAD�iAwtL6) � G '� }' '� I I .'_cm - .�.. i �JJ J _____- __ E � YT O I 12s --r I'm 3F]R• . ,• Pmu6PP Q _.._...T-__. wPTX ;, -._ _• ... 3 TI L - .. I SE s/32' - I �� � L 2.000•. (1). DEFINITION OF SPIN" nwl E - Z HAND SfORAO PANEL, SYSTEM GONSISENID OF PANEL ♦ ( NMq Ri v .river NDIEc �tTRACKS AT 70P k PMIEYMAIE Plus OR 1$' LONG m,y {\ ,Y I�AY' BOTTOM w/ PANELWTES. Ii`Nw3'`isr «r 1'--•Ea- •F9--- NG' /�ii I w4r.Aa1/+• RiKrm ;7 •4 • Mn•� 11). DjJyfQ61N„E7E sER1E_S 2D00, IC- 2 HAND SRpRW PANEL SYSTEM CONSISTMG OF PANEL . �Iw - _HR■a6CIl� (�B aA6..So�/' PAIdLWTES wur ,/ay.IXNG/+' LO CO, I ' AEOK1°w'Li•ImaN I/. ,try 32' NOW r 1ID11r) ",t=TRACK ® ® 2"W(MRY_) ALUM, ANGLE Con(. TRACTS TOP ! BOTTOM. PwF 1 � /4Y wwnD a fMa (2) END PANELS SHWA, ALWAYS BE CONNECTED TO iNO$iI'NC SILL WALL BY MEANS OF I,�wK. EWE I, !wCIiOIM ��y�� (2) I2ND PANE15 SMV.I NWArS BE CONNECTED TO BOT10M 1TACN DTNERNNSC A 'STOP MR ORS IF u9Ea JfILN/lY w/ t5' LOAD R) TBACN AT 80T7DM CM) PANELS wclen NIow4F� IGa , aPly C. � gwlt a ww 1 1 WIDE (BJ SHALL N FIRM AT TIT OF SUCH PANELS SW'll N CONNECTED TOB/(E2i") wf t/4Y-2Dw3/i"'us. w/ 7/ 3/)�' +aRWM)3 0 NNim a ' a I> d'°�T F°) 6 • WIT, WWI-T6 Alum. ALLOY WING NUN 0A r/4Y-x013 Mln. uM85CRlW RT0 TAPPED 2 (EXCEPT A9 : 2 --- WALL. ANO (H2ECIT MOUNTING INST. a GATT wQ or4 ■ V / --I 1I5' (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SNMA CONW. OF DESCRIBED ON NOTE (3) LOW),--p-�-' C•••• 1/4••-20w - M.S. W 7 B•N413 ]2' 1WFO MR Olt 1/4'•N3 a• MITT. THWEISCREW WALL Md1MTINEi.1NST' MOOR TO CEII�NO MOUNTB,ICa INST, flII1LD-OUT MOUNTING INST, L I y ( (3), FOR ClSEI WHEN END PANELS ARE U$E JONTLY WJ 15" LONG AT _-._.._- IJTO TAPPED BORON TON Oi FASTENERS WY Ai EITHER OF TWO oM BUT ENO PANELS ARE NOT CONNECTED To" TRACK STOP BAR SECTION 1 - O KALE 3/0-1 cu EXTERIOR FLA FLANGES O END PANEL ( SMALL BC PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8.1• 1T�`'(�8 SECTION b�' SECT KT �'Y"1 (4). IN CASE MAT WO PANEL$ MIND! CONNECTED TO 9017CM RACK (l,• A STOP BAR (aM i p v' MR L SAME' 3/D.t• sCA(E 3/6.T• • - - t4 ONLY USED A7 TOP) AT lfA9T TWO PANELS SMALL N CONNECTED 70 BOTTOM 4RACN (4). FOR INSTALNAt10N5 WHEN END PANELS AND SOME I/RERIOR PANELS ARE DIRECTLY SX!!�tdp f MOUNTED 10 LYISTItO PAU WAIL MEANS OF PANELAA7E5, ONE RNTCRKIR PANEL i KE NncaxAr,oxe IfOLIeMRKIS rPI1 i wflA USING SPECS 64DICATEQ ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MAY BE USED JON'FLY W iNACN ///(Q(Q(Q,,,,JJJ AT BORON ATTACHING BORON TRACK TD WALL n VK v 00 A T0. a M V1LLINNNN to R TLp A. T/ To eoTioM TRACK WY OCCUR AT ANY PANEL LOCATKRt NOT 1W0 PAWE(AATES FOIICMI I ND S110Tn1 on ELEVATION AD W/ �3 TJ2 V (L 3 E a Rwa . S a A, GROV Y6FD aNwloGe w IffiD°R A r r W QQ wER EDGE DISTANCE. FDR MIS MTRL'RIOIR PANEL uSED JD(AB�C(fiLCY91MwL/L (B2E) mEs J I mo, j I5 �,t % ,�t (5) SEC BECKON t', 3' R 4" ON S EE1 2, SEL ANCHOR SCHEDULE DA SNF.EE 25- wmME (Gw TIP[ DN axe! to "1 750• O96 (TM.1 �►!; •,\i'iEN .GI Y�NNILA• TIFF) N07 NEED TO BE COAWDCEED TO BY ANY MEANS. iRACN INSTALLED '•• p� •_i SUCH fRAT AdNLCENf PANELS ( lE'PI' 6r nfQNi SIDE OF AT, PANEL) HAVE �a7ltp�3/ �` • •�'1C ••: ••'. �YC(i (.4/r THERt DYONAPS RETAINED by �. -' S.iEb_ T}� i �•' ND, 44167 - ' \\CEN T 6i FLORIDA BUILDING CODE 4N h WIooN NUT come Zane �._ a r N0. 44167 FLORIDA BUILDING CODE (Nigh Velocity Nu cons 2on6 S O CD A eo+ oM NONMOGa GN N Q rp LL_ -.� . I (__ * : : FLORIDA BUILDING CODE (High Velocity Hu carts Zone IA,eNEO W Nn ,4AY m sort AIW �T WWO W WPD ,re. TP. = N0.4 167 - °D nT� '[ 20 GAGE GALVANREp STEER STORK PANEL I°P' 7 NeMLuioN, y�. FATE OF Q 4�+ n,aa P E 20 GAGE GALVANIZED STEEL STORM PANEL tL ATE OF q 20 GAGE GALVANIZED STEEL STORM PANEL o•aH R =_ (- !• wpm B ' L tP.. 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WOOD FRA�A `• D TIrG �^•tFSS%() •- fir,\ / " IRA • 9prloM IM.aHtYaoS GN m cONleRlm IN ANY f�QQiQiL A IUIIC110f E43r_&TM3N Y�r�Iw ,�F. YI« FNaFA, (Ww)w m , I. (,i, ll - am, 20- 176 II fIH11 AG w1 WAY t0 R1xl AIfY .NSTAlATXIN- FAILE: 1/4• . 1' IE1111111 IRA G• wIta DRAWN; HH• NOTE :. MAant, T1 wIt NDT SAOWN TOR Ci AgRr PE WAl/SRW wgtwit- R A FILLdt !+1 T,(- WEE: 7U V. N SINGLE PAM1tSCb Al IDIII WITH TRACKS (1 OR IIl To MAXIMUM PANEL LENGTH "L+` OR •L-" (ft.) 0 MAXI S.D, WHCR[T[ k wm DESIGN PRESSURE RATING 9dy INSTALLATIONS I (P...t.) (. ar -) L _ t - no IT'-0 LT-0• 250_ Is'-OI. I R -8-_ lo-4. lno '..4 uo No 10 ro-D'_ '00 ___, Io-E 9 e' 410 9-e a e' sac 9 , e �. sso - s-i s-o 007. 9 31. rr eao-_ a-D 1.,-- 710 7_-e 7-0' NO 7:..!: / - O00 7 -I, 6 7•. I-- me r-o 6 s- 100 e'! e T Pao e e ea- r000-O-3 3 rr - ios o e -e -. _ a -i' 3-r r Nov - -Fees- s'-J' r PANtc W C1 EfSr*AMM AT LAE N END WITH TUCKS M- ). a A toll O$ D)IRCT. NOUN= AT. EACH -END* MAXIMUM PANEL LENGTH `L+` OR -L-` (ff.) 0 MAXIMUM Af.D: SSURE RATING ONES (PINE) (+ er -) CONOKETE & WOW INSTALLATIONS 1' -, to L_... 20.0 210 _ 11 I .UT FO .. 13 -O• _ II-___7' 3s0 r0'-TO' no, Too 0'-e- 2' e80 e'- N • er3-r" �a _D 8'-7_ --,.-I. Soo ss o eao e o - 7`a- sao ...... i1a - T-e_ - r�2• 6'-11• 1 .. 75.0 -- eo.0 �1 7 2 7 -0 9-0•.. IT'a• _ 950 _ 90.0'__ _ 7 0 ,w ,, e,-3. 9 I L' 0 - FOO.o Two I.-,. _ M 3 0J• S-tO' �er _ s '-4 ITS* _ - 3'-I• 1150 _ - 4'-Io• AegeUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LOOM ROAD SITED 4 ITo m.IT, WIND SPEED X 170 .PA (in) UIMESTRMKO RIS,WYIIED UNRESTRAINED R[51RYRED 30 OR LESS 1' 1' a33In 90 1' I. - [,so to 45 1' --t• - 7 1/2• 1 7 1/7-21a 10 1" 1• 1• - 7 1/T t(� �T,( om DIRECT MOUNT 1. HEADER 'U' WADER 1.5'Xl5• STUD ANGLE IF, TRICK INAUD9UAD-INF N a If, yTRpAECK CL01U•ES - I DIRECT MOLAR 46• 1. 32, 35• /5• 1. M 50' I soli 5' STUD ANGLE 33• SY 32' SY 42' 36• 3C 3 Y TRICK- 5S• 3Y 32' A2' -!7' e0• - w- 1 W LOF NK•IE 50' -32' 32. 3e' 90' 59' Se• i - SO" 32• 32• le' .0• 5A• Se' �2/1 f�� 3/4, 4/S. S/5 A G/5 2W/B, 3W/7 t 4W/7 J. LW, ANCHORS (SEE SCIHEDULIE oN ,. ,A17i_t• Few -r.. - SWOTS 9, TD &tt) ------- ------ iI' we 0 o O o r 1- r r- rN 1--rT F-Z-z-r-r-T-�-r-r 'F l- ( Q• @ O7® I i � 1 : �T � I ,I .. I I ,�, 11 I . H... , . I- I �J� - . - �,] ", ­­1 I. 99 i I _..... .. r _. .. -... . , - 1'� . .- 1_;;i__� /�, �t.-I- .�,�.f I 1 _" I-i_!_ _-. r,1111;v �1 tr � j I - I PANELS W 1 40- 0,1' PANELS I ) �I I I I I MOLTED ,� 2 (NEE SECTIONS AS I T I I Ii 1 S.S M.S_ BOLT AS O FA OIICRLM I APPLICABLE) i i i I I (SEE SECT1aFL5 A5 APPLIABLE:) I ' )' � I i i i i I I i T, l i I If11i,11; ,� f i I I I I I I D.M.,(3).®, . ' .!- _ _ i _ __. _ - _ _ - I. . N ® Or 9 - MAX L _ 3• MAX E- MIN 2/4 1/4, 3/4. 4/S, 5/5 tr GJS I• MIN. SWIG, 2W/6, 3W/7 & 0/7 .. ANCHORS (SEE SCHEME. ON SORES 0, TO hit)... .,.. -: REGULAR $IQI�M PANEL Ci7 ELEVATION ,/A- Mo GP 2.98E NI's. Iy (MR. 0044 ., ,Wg1E ` tULm r •W Mc 1/4- wX.OM 1� SECZIQN A -A �,0� N.T.S. �' (1) L. =M M AILO MI RA11M FOR A ORION P0617N6 AS.D DOW LOAD. L-: IIAL Al1DWAIIE MI14 FOR A ONEN WCATI E A .0. DES" LOAD. (2) PROCEDURE 10 Wawa w%ARIM ►Alfa LOOK GND1 A POSITIVE AS.D. DESIN LOAD, DETERMINE MAXWW PANEL LDWM 'U' FROM SCIRTMf, CAEN A RfCA1NE ASD. DOM LORD. OETDWK 11 "" PANEL LOOM 'L= FOOM SCHOXA2. PVAAI 1M1116AM AI OWN" PANEL LDWH S ED" TO ?HE Am" orrow o rmm LAMOTH 91170M t.• 00 T.--'. (3) SEE 104MU BELOW FOR MIN, PANEL IDIOT% FOR POIID M OLMMFC4WW INSTALLATIONS MO WOOD ARE LIRIm TO t 95 P.61 MAX ALSO. DEL" PRESSURE RATING 9 0. 16 & ,t FOR MAX. A.M VISION LORDS & MAX. PANEL L.dNGTH6 FOR * . 44167 • am ltl= fec 24 DIAN GALVANIZED STEEL STORM PANEL aOwN a, *' E }� N/37/mIs `•• raTEpF LIL ECOIra. GLOBAL PROTECTION PRODUCTS, Mn C7 . , {NOD A.L 1 low "'. 1I•'F4r•.• ORLON`.•: 04' 1 •TM2 . NF.aa& � n- IMMc w I- 20-175 sh SS G,R� j w`r osR w -1. N 4H-TAN P.; (Yea)IeR•iW IAA (w),w em y NA C.-- a. 9e..O ". G-900f711 Fr NI ,IOF/eArt .rua w % 0 Jr- ri alert s IOU I. FLORIDA 1 ------- INSTALLAT19N DETAILS FOR REGULAR INTO WOOD STRUCTURES PANEL _ ffl - I.t . __._T-- _ , 1 SEPA1ERgN I WOW ANCHORS -(SEE .I . ilk 1 ..... SR GRASS , `'�'� 0 ( SCHHEDULE IaTF-9o.1' I.,'., .. " SCHEDULE Oil - SHEET 11 Ill lno-}ar 1X,10.F NWAo Ian 1 ON SHEET 3) 1 Ids% w7s��%R r _-- ., WOOD HEADER '.'i T• . .O 2 NOW ANCHORS ". I _. 1 - E11ISn { - ---- .._..__t PANEL 117GM GLA'Ts REWNCD "% :. , I' I ) (SEE SCNEWIZ ' . II.' 1M/I142' tySHEri I1H1EOULE ON 01 II - ,.__- ON SHOE 1 FOR - --"'i� 1 gig ry .,' (1/2' .)'. , '.,OI +-I--- I -; 7 } of t• 3 1 WOOD NEARER I ( , REOUXEO '- . I 4;1 1 L� LL�NGrM'N._ w 1 MAX. EC M I MITI 1 i _- - - ---- .. 1 „1 I �'�� 1 I I �{_� 1 i 1 'j 1' MAX. TONG ALWeNW SPACERS . 12 1/2' { ® -� I Mn. t 1 _ . t •) I I i O.0 (SEE TARE 01 ON ow I I j '� ' SEE NOTE A• BELOW FOR LIMTATIMS FORE III 1 SEPARATION ) t..�• t• MAX I I 1 t' EIAX 1 1/2' LONG SLEEVES. 10 F3VIE }1�- E G (ME SCHH ON SHEET 3) 1 (SEERSLYrtOIR.F ON WEEI 3) 1 L. 1 (� S�� ON SHEET 3) - -PL S1(Sa . MARC i ,/Ao-],WI' - _ i 11 CHEDFEMALUgONN wv 11) �... ,j I Ss cane j MA , rrrr 1 1 I ph r-•') EXISTING 1SEPARATION 1 -1 1 70 9 1 2'.4" WOOD GLEXIST+NQ,.,1 GLASS N - _ ... __. , CLASS (SEE SCHEDULE I �•- PRATE ACOUNEO 1 ! j ON SHOE 3) �J DIRECT MOUNT W f SPACER AA I 0D ) I. I ,^) I . '- _4IRi'1 SCALE 3/s. I' , 1� •�,2 1/2 D.E. / ET 41 SEE TABLEMMo OR e�1C {0 i1R11N5PANEL N5TAWT10HIN5 A.(ICGN'SHE LD1D9F 1 e(�. MAX t L__. J 4 1O to 7/2' aE - I . _ , _ 1 ! t I j , _--.. WOW AHC110R5 I'** If = EO .- ..... _ _-.__._L. I , _ - :1 914001 Ep W/ STUD ( ` T�_...I». ., (SEE SCMDL- - I SPACER M MAY R 1 1/Y too r. I--..------- _ 1 SHEET 11) (1) WWMLAMM B L1MTIm 10 A OW PM PALO e6 GM. I,-.. 2'94• WOOD @ *N�: I - V NN Ian IeIONi PLATE REQUIRED WOODREDWANCHORS I• Na seIROON m ft'" ROIDtMi 1 STAOGEMO W/ STUD " NW]T 3 IIAY B[ I�{N��y ro t�A• r ,-�'� _ ,-I • - . 7•X4• WOW PRATE REWIRED tM MM Yt�l,iRON I (2)' MIGNON O11.A 7AaIO 00,910Ffln M CPAI� MAR R41ME * OR 4 (SEE SIAE'DUIE ON TOTAL r nE FIXEU7RM OOMORCME AR ,I - - :.. i . IWND. LMIf PUK) WWL OL 01VGm YIRMA A 9 iN' 0.t SHEET 11) OWAkO MINE J ` �1RICIIOM FROM 11 t/E 00 OPAOIO AADpD am 1 (1) PRESSURE An Dom l/Ei5 e) I j MIME .ft -0 .A L Jj` 1 (3) UAL 24 &ROE P IRA LOOM B LBRW m W M Mn WDNM . ,]1 (1) WARM SipM MIO IlNOIN e 7E i A mo ) rew LAMM PANEL umm AIORa " i ApI/�!Iaff {1 1 tOr COI {RILL r r .1DKRTm " () q J���A4Iy4y��pAEey�aIVE l;ijC 13) ftOeA NelO IIIRALAAII" a GAY ! ' e10 AN F7riM •00D RR4AB WALL SCALE 3/0-1' IA 1 t/rT " To .RMIAoON " 1 R MM'BI M RO pLY ,� YX/D FW .r* togs ,. 1 3 r NIDWm er ERN SCALE 3/8-1" (4) OWAUA M WLA ONLY FOR MM wilala sumom AV tlE (7N on" or THE now" I tIU1AM1 am iSam a1 I a! FOR AM E . _ ----j EP A. TA(& I ----_..---... -- -- - - -1 LDILS: �`: �,CEN,p '•;. FLORIDA BUILDING CODE Non High Velocity HurFicons Zane c NIITL_iQx-noLL4E.3E&nDas: F INSTALLATION N R 1. NSTALIA ON ARE ONLY VAL D 0 MAX,1EAX S 0. DESIGN PRESSURE RATING (p.I.I) AND PANEL LENGTHS N 4 a D. 4167 = E alma ntRXa We ri. T4 GAGE GALVANIZED STEEL STOW PANEL DAWN Or TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR ALTERNATE 2W) * : * : * TSS,$ STATE 01�. -- A ••� IT LTE C O trt. GLOBAL PROTECTION PRODUCTS. LLC, a OW2 INSTALLATION. XL oA' '• F�ORION�r - am a.. 61 Du2T 2. FOR NEW WOOD FRAME CONSTRUCTION: WOW PINE U`2A, $%••""•'•� W., Ueo w, w V. , n « 111W O n. FLINT ^".EOa�= w PHaMG feM)reI-ie4a, Elan (IM4)ue-e7P7 2�g7f. MEMBERS TO BE SOUTHERN No 2. W/ SPEGIF)C DENSITY OF O.SS DR EQUAL. NnIMRBI rt G-NNwin .Y 1EW A �1- IMM . w t9 OMER4 TES fl111II-P[M.R1dkY- IlE ererr ! !-� NWY! 9Re9M rA4IWL1It< 1. SmRM PANEL SHOYIN ON THe9 PAol CT CVALW110W DOCUMENT (P1 0.) HAS BEEN VOWED FOR COMPLIANCE N ACCORDANCE VATN THE 2020 (TUT EDITION) OF FNE FLORIDA BUILDING CODE_ THIS STORM PANEL WALL NOT BE INSTALLED At HIM VELOCITY HURRICANE ZONES (NAM-DADE / BROWARD COUNTIES) F WINC DESIGN RIND LOADS SMALL R OETO*Cr1O D AS E SECTION teoe OF THE AB02 MENTIONED CODE TI A BASIC I F 1 STORM MI AM A D FACTO* SPEED AS IEO111ACD By THE JURLSOICTKIN WHERE S OR PAWL 1* NSINIED, OR MIEC,IOI.AAU1'Y K . 1-1 X PR IN SH D 0TH VI AS7, 6 ANU SWLLI NO EXCEED THE MAXIMUM ASD. DESIGN PRESSURE NAtINCS 1:4CATfA ON EFTS ( I I3.N 9 1WN 12 E 17. 16 N ORDER TO vEtaRY THE ABOVE CO14L1n10N, IX.nwiE DESIGN WIND LOADS DETERMINED PER ISLE 7_19 s14AL1 BE HOST REDUCED TO A SO DESIGN PRESSURE RATING BY MVLTIPLWIIG THEN By 0 6 IN ORDER TO COMPARE Dam all MAX (A.$ 0 ) DESIGN PRESSURE MTIN(TS NDIATED ON SHEETS 3. 9 THOU 12 & 17. 18 IN ORDER TO VERIFY THAT ANCHORS ON THIS PEED. AS 1-10 WERE NOT OVER STRESSED, A ,M INCREASE IN NI UNABLE STRESS FOR WIND LOADS WAS WE USED N THEIR ANALYSTS FASrNEPS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AMU WIND RMSTANCE HAS BEEN VVWIED IN ACCORDANCE WITH SECTION 11109.1.2 OF THE ABOVE MEHTIONED CODE AS PEA AMERICAN TEST LAM Of SOUTH FLORIN REPORTS 10814.01-VI AND 0021902-02, AS PER SSM 12-" & ASIM C 330-02 SIM41COS, AND AMERICAN NESTING LAM SOUTH RORIOA RCPORI #1I2101-10 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER rALCULATILINS PO4941 EO IN ACCORDANCE ill/ SECTION 1504 OF THE rIOR10A LAI-DNG CODE 2. AEI. ALUA9TKM EXTRUSIONS to RE SOM-16 ALLOY AND ITIMPER (tNLESS OTHERWISE NOTED). SEE SRffZT 2 3. ALL ALUMINUM SHEET META USED A7 CLOSURES SHALL HAVE 1105--1114 ALLOY 4. All SEEEL SNEER METAL PANELS S+e,L HAVE STRUCTURAL OUALr1Y SIM. ASTI, A-653 GRADE 80 MINIMUM. G-W GALVANIZED STEEL DESIGNATION W/FY- 922 kW lAFrOF ROLL®) S ALL SCE TO BE STAPKESS SEEEI..TO4 GR 316 A154 SERIES OR CORROSION RMSnINT COATED CARBON STEEL AS PER DIN Sp016 W/ 50 WI YTIU SIRENOTI AND 90 ke, TENSILE SFRCKIW AND SHALL COM'LT e/ FWROA BUILDING CODE SECTION 2.11 33A. 8 BOLTS 10 BE ASTM A-307 GALVANIZED 51EEL. OR ANSI ,04 SERIL' STAINLESS STEEL, WITH 36 ka, MINIMUM YXID STRENGTH I ,ANCHORS TO WALL SHALL BE AS F000105 lAI tQ.D16LN4_P(178EOS0l3C.BCT1: - 1/4'0 TAPCON ANCHORS AS MARUfA'TURID BY 1,T,*, BVILDE%, INC (WA I'4-1192 P.a.G ) - 1 7 UFACI Y 1 INC /1 I , /M CALK -IN ANCHORS, AS LHAtI VNFD P OEWA - ,/AY . 3/4' SOW-SFT ANCHORS, AS DBiRIMED BY APOINT SCREW. PSCREW. BOLT & SPECIALITY CO (M,. FeA3000 P.X.I.) 014-10 PANELMATE FEMALE EI & PANELMATE PLUS ANCHORS, AS NANUrACTEWFD 8Y ELCO CONS'RGUCTION PRODUCTS. - 1/A'9 ZAMAC NARIN ANCHOR$ AS MANUFACTURED BY DONALT. INC. A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POUND CONCRETE SHALL So 1 3/4% 7" FOR FLCO PANELMATE AND 13/4' FOR ZAYA( NNLN ANCHORS 7/ I T INTO A 1 -I & 3 -SF7 ANCHORS U. CMREDOED A IN 0 THE ROIUNE)O CONCRETE NO EMBEOMETI NT a, STUCCO N ouD 4' 0 BE STUCCO SH4U &. PERMITTED. 1/a' .-20 SCREWS USED SWal BE 1 1/2' LONG MINIMUM SHOULD STUUCCO EX1S7, AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND ANY BE WADED SCREWS OR ALL TTRLADED SCREWS W/O HEAD, BUT WITH YANG NUTS A J) IN CASE FIAT PRECIS! STONE. PRECAST CONCRETE PANELS, PAVERS. 5MC40 OR WOOD BOARDS RE POUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHN.L. BE LONG FNOUGH TO REACH THE MAN %7PUCTURF BEHIND SUCH PANELS. ANCHORAGE SHALL. BE AS MENTUWD IN AI) AND IN A2), (13) TO_DUI) C Lobwk IC3dd)(,1l.YL./stv.G-_9O' - ,/A• 9 TAPf.ON ANCHORS AS MANUFACTURED MY I T W BUADEA, INC. - )/A- a . IT CALK-N ANCHORS. AS MANUFACTURED BY IIEWALI. INC - 1/4". X 3/•W BOI SO -SE ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. L & SPECIALTY CO . 0 1 4 - IIT PANEIMATT FEMALE t0 AND PANaw7E PLUS ANCHORS, A5 MANUFACTURED BY ELCO CONSTRUCT 11 - 1/4' 0 ZAMAC NMLN ANCHORS. AS MANUFACTURED FIT DEWALT. INC A B') MINIMA"' EAHBEWENT G TAPCO14 ANCHORS, FUCO PA/EWATES AND ZAMAC FAWN ANCHOR, INTO THEI .. UN11 SHALL R I 1/4" 111) CALK -IN & SOLID -SET ANCHORS SHV41_ BE EMEEDOED 7/8' INTO INC CONCRETE BLOCH UNIT. NO E4 STVCCO SHAU BE PCRMtTEO 1/4• ►-20 SCREWS USED SHAY RE 1 1/2- LONG kUMMW SHOULDTI AND I' MTNMUM FOR WALLS WITH NO SIUCCU T '•, 6.3) IN CASE THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOO F(DP EXISTINGENISORALLAGE .AANC SHALLLRE AS �EDLONHGBEN )ND� NO REACH 1Ht WIN STRUCTURE BEHIND SUCH P ' ;-6... (C) I03Xllga loon tMM q TyF1G-DAAvrr D--A.56.WN,J 1. /t•1 TAPCON ANCAM, AS MANUFACTURED BY I, I SUIOEA. INC. . /14-10 PANELMATE FEMALE ID AND PANELMATE RIDS ANC40FM, AS MANUFACTURED BY ELCO CONSTAIC'TK}N PRODUCTS. - 11.'. LAC SCREWS PmND.S. - i/16'• , 5/6• ROOD SUSHNC. AS DISTRIBUTED BY ALL. POINT S:Rr*. MI & SPECIALTY CO. 1 T I I t" ' F CC PAN L MA7 C A NWW THREADED PENETRATION IN 0 W000 (X ANON ANCHORS SITAR C / AM 2 OR EL E E R1J5 ) AND PANCLMAL iE1MLC ID B / (.2) MINIMUM THREADED PENETRATION OF LAG SCREW. URO TIC WOOD rn111 0147 SOUL BE 1 1/2' W) THREADED PENCIPAIXXN INTO STUCCO SHALL BE CONSIDERED .5 PART OF THERREOUMLED THREADED PENETRATION C. ""ARM T SCRM. INTO WOO SHALL AS , N THIS 3) AW EDGE 1%S ANCi fX LAC D IRE INDICATED 5 ORAwNG CA) MINIMUM PENCTPAWN OF 01000 BUSHING SHALL K 5/0'. 1/4' 9-2U SCREWS USED SHNI BE 1 1/2' LONC MINIMUM SHOULD STUCCO EXIST, ANO I' MINIMUM Fair WALLS WITH NO STUCCO C.5) IN CASE TNAS PRECAST STONC. OR PRECAST CONCRETE. PANELS, STUCCO OR WOOD BONDS BE XOVND ON THE EXISTING WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCK PANELS. ANCHORAGE SWILI BE AS MENTOW..O IN C. 1). C 2) & C4) (0) ANCHORS SHALL BE INSTAUM IYUC7ANCT ALI OF THE RECOMULNOATIUNS AND SPE:MICAIIONS OF 114E ANCHOR'S MANUFACTURER 8 PANELS MAY ALSO BE INSTALLED 40MZOWALLY FOLLOWING INSTALLATION DEARS SHOWN ON SECTION 1 THROUGH 6 ("MEETS 4 11IR0)0H 5) C%CEP THAT HEAOEASQ &(D SHALL NOT BE USED. V IT SHALL Or THE RESPONSONUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STAUCTW!E WHERE SHUTTER IS TO BE AITACHEO TO 04SURE PROPOF ANCHORAGE THIS SHURF,R SHALL ONLY BE ATTACHED YD CONCRETE. BLOCK OR WOOD FRANC B RIDINGS 10 EACH RCIX%11R 57oRM PANEL MITI LENGD6 DYER 9D`. AS PEA SECT0115 1, X, 4, S, 5 AND AL7[AMA1hT5 IOU, 3W k 4W aN SHEETS 4. 5, 6 A I RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKaIG INSTRUC11N4' OIYAER OFI 1FNArNi TO SECURE PANELS WIN APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 11 THE INSTALLATION CCNTRACTOR IS t0 SEAL/CAULK ALL SHUTItR COMPONENT EDGES WHICH REMAIN IN CUNIINUOUS CONIACI WIN THE BUILDING TO PREVENT WM/RUIN enRUWN 12 STORM PANEL INSTALLATION SHALL COMPLY VIETH SPECS INDICATED W THIS DRAWING PLUS ANY BULDNG AM ZONING WCLTAIIONS PR 1 P T (LANDED i AAHSOIC .ERNE IS APPLIED 0. NT THE ION WHI[/E 1 S P T P PR' INa T 3 (e) TER" WE CIFIC PIWH COCI*. ( En) PITS COD TI THIS ENGINEER tS GENETIC AND GOES NO' SHOE OIRALA ION FOR A SITE SPECIFIC PROJECT, I.s. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED (01 CONTRACTOR TO BE RESPONSIBLE f0R THE SEIVIWN, PURCHASE ANO INSTALLATION OICLUD'" LIFE SAFETY Or THIS PROOUCI BASED ON THIS P.E.O PROVIDED HE/SHE DOES NCO DEVIATE FROM THE CONDITIONS DEIARED ON t115 nocuMCNr CONSTRUCTION %AYIY AT SITE 15 THE CONTRACTOR'S RE5PON5011.17Y (4) THIS PRODUCT EVALUATION DOCUMENT WILL. BE CONSIDERED MAUD R MODIFIED (e) SIrE SPECIFIC PROUECiS SHALL BE PREPARED BY A FIGROk RECRTERM ENGINEER OR ARCHITECT WHICH WILL BECOME 111F ENGINEER OF AECEXiO (E.OR) FOR ME PRQIECi AND WHO WILL BE RfSEK)NSIBI.E FOR THE PROPER USE OF THE P 6D ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PE D ENGINEER, -J441 %WU TO 'HIS tArFE.R THE. SITE SPECIFIC DRAWINGS FOR KNEW. (a) THIS IEWNLo SHALL H110 THAT T�p� ORI.NAL SEAL ANO SIGNATURE Or THE PROPES^ l IT I1. SHUTTER WNUFACMJF"*S LAM94AU BE LOCATED ON A READILY V151M LOCATION AT STORM HU PANEL STTER IN ACCORDANCE WEtH SECTION I Me.9 2 Of rLDRIDA BUILDING CODE- ONE LABEL SHALL BE PLACED FOR MIRY OPENTW LABEUNG TO COMPLY WITH SEEM 17091.3 Or THE FLORIDA BUILDING CODE. INSTALLATION INTO POURED DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK C1 J STRUCTURES Qt41ING POLIREO CONCRETE IUD POLNRED CONCRETE CONCRETE MOCK r.REOR CONCREE ANCHORS WHERETO Block ��,,' REWIRED. CONCRETE ANCHORS y/.� (SEE SCHEDULE ON y. 9nE[I8 0 THROUGH e0r -1. Y�'' I �) (SEE SCHEDULE ON R'y r SHEETS a THROUGH l0) (� Ew571No POINTED CONCRETE OR 11 - 1 CONCRETE BLOCK /�•� x ;) ( / / _..1 1/2' 1/4. I._... I t/2, 11/4' REOIRIEU. Wv�4_1tr�Nr tri _._ ,.TEAR - 6 AR aC. -'v- ^ ]M,I -T- .... I f 75 T AMC, .. __ _. .. , CONCRETE ANCAD.;1; ' r (SEE SONEDLAZ1. , Is : ; I [.o. _ , j ' SHEETS 9 TFR 1 i i 1 I / Y> '' r ...� ., r ,... / 1 I v/' i : 1 i �) I I II I. 1 -- ) _-= i ' _. ,1__. _ I . 1 1 'SEPARATION TO oLASS Cue DUAL RA« IFRCIH lMR 7•Y) I� M + ,BO,I OA,? r•e7 pP GIUTLSA i. I �'G ""M[%,5T�(SEE 5CHEWLE 1 t• Me.- 1(SEE $CHED{AL t.( °N SNEFt 3) 1 ( BLAB1ON SHOTT 3) f I1 PAWL LFWTH ! 1 (SEE SCHEDULE 1 ', 1 X I IMh. SEPARAEION •E• M. I TO CIASS. ! 1111 Y• Ye.. I 1 I ON SHEET 3) L I 1 X. I PANEL LENGTH -1(5[E SCREOUIE PAWL LENGTH 1 (SAE SCHEME CoNCCXETE ANCHORI _ (SEE Sc,BDUI ON I f (ON SHEET '., on s1MIT A .. _ i .. ON SHEET 3) SHEETS 0 THROW" 1 1 i 50X E0m " ; ') _s> - - 1 11�', I 0 O1A65 X I �1s41 1 1 ,'' `V" 1 I 4Y-aRw 501E I of L' I L it C.D IwW 1 Aux. / I \ i W e 9 t-I.' O.e. , I ! t I 11� 111 EXISTI80 PLXRR(Q-I I. I '1I - CONCRETE DR ' 1 t/2' O.0 I A5 APPLICABLE) j 1 .•. F �/ ,• Hu wMOI IOU CONCRETE BLOCK I ' CONCRETE ANCHORS..- i{ J I I '- r�-, I�__" -11, -E'V- al im.0 /M/t RE01, DIAREO. 1 _. _._. SEE SCHEDULE ON 11 + (II,E tFIR000M TO) �f �, - 1G 1 - 1' Yin. - '. W/�oNlr w11EN S°L.1D-,;.,�;.'I _..ALTERNATE �:'S. SET & dLK-IN LEG LOCATION •)' -(� ARE USED k W/ WHEN CONCRETE OR ROO(COIICRETE ALTERNATE COMCREI[,_ [�S(61C POINTED CONCIRTE A HORNS .._OAF CONCRETE ANf:HORS __ ARE USED EWIRED REWIRED, GNCRER BLOCK (SEE SCWVULE ON SHIM 9 THROUGH t0) REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON SHEETS 9 THROUGH to) BUILD uIlITING yy//AL AA!JT L INIOUNIMOECT „NIIHH,NW,FR "!N A:.ik(/l •• '� 10EN FLORIDA RUILDINO CODE Non High VolocIfyy Nu one Zone EQ. « EDGE DISTANCE (SEE SCHEDULE ON NOTE MR ImMBRNMR4 OF SECTIONS• TOP & BOTTOM MOUNTINGS CAN BE a 0. 44167 i ' * * STATE OF`- .- �•' - -..- ', tl001AI�0' K 24 GAGE GALVANIZED STEEL STORM PANEL I L E C O Oro MOM PROTECTION PRODUCTS, LLC. am Sr. 61 /TIeR FLI IN'1,. e1M/ret. MR SHEETS 9 A 10) IN ANY WAY 10 SUIT ANY G- /_ 1 _,� % '..0.!' .• �Yrs DHOW ��� AR' ORM)m 7 20-173 ICOMBINED NSTALLATION bop /0 G-1"I.ln r Ix«w w. N11111H1 WMWR A Iu a• PIT ' MO . d N INSTALLATION DETAILS ' FOR REGULAR PANEL rU�INTO WOOD ALTERNATE LEG 4.48" IYIn.) IXISTWO WOOD _ ,, - BEAM Ol1WED. SIRUCTI,M/Z . _ .. LOCATION ADCY OF txrsn wood FAWG1. . INFANT M BE GERTF)ED BY 'D -F- E/ 01MSHUTER E AAIRC( HEITECTT PRTEIIED IOR TO it ' 0 NNSIALIATIDN. TIDOD ANCHORS - - ALTTRNAtC WOW AIICHdtS - 1'- - I' Wn. - �,A'SI• II[X WRAP ISAo (SEE SCHEDULE ON " SHEET 11) (SEE SCHEDULE ON SHEET I1) ._;; z` ;- �[,p •I [0 _. ila•M7o. all � r-op r�j� 1/A- Ij1 IF ) WOOD HEADER 1 _._. _.I.. , RCOIAIIED ... 1- 1/.o-TWA• _/ ROOD ANCHORS 0 Ile at L ON (� a j;� j I I ��9� SEPARATION TO j '>t.',! TSCHEDULE Ill I N, 1 4 I I t CRASS (SEE I I -� i-! I-) I I SCHEDULE 1 1/411-XWI' ON S%., 3) WE ea1R M I I I Mir. SEPAAWN TO GLASS. I 1 (1 IIAPANEL.411 .L. t 1 I .... ... .'1(SEE �11. ; '_dE SCHfdU1.t ON SHEET 3) i -- _-�' 4u *t• PANED I.EN, I .. SEE SC EDULE t�WnTp11o�7-si(ON SHEET S) SC WlE FXI t 11..i.. ON SHEET 3) m _�-__ ._ _ _�t 1 (� ; 5011 1 �\ Or t' / wX. It � i of t' r) I j j I 'i0 F',e-. I L 1 1 C'0 _ - I 1 I/.'F-RING' One Ron t •R'R a ,n• o.t: 1 ; �. I`"/1 Y9 __ - --- - . ___ ..... -._ - .--'. DECK EOL RED ,^•. REWIREEDW 1'OAT.E_ 1: , woad AHCIIORS WE7o0 AVC11IX45 ..:.. ' (SET SCHEDULE ON (SEE SCHEDULE ON 3/4 ' .GAGA,. SNCEI 11) SHEET I1) ... ...._ ....... - _.2' MN,. - __.� . - -.NATIVE SW SCALE 3/9-1' ALTERNATNE 4W YYNR STYLE 3/6-1' e1E0. A. !Z 3L_:' 'vCEN,� 'r� NOTE FOR COMBINATION OF SECTION : 1, INSTALLATION ARE ONLY VALID FOR MAX, ASM OP & BOTTOM MOUNT DESIGN PRESSURE RATING (P-t.) AND PANEL LENGTHS T MOUNTINGS CAN T P Tr COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2, FOR NEV WOOD FRAME CONSTRUCTION: WOOD ? � NO• 44167 a•. FLDRIDA BUILDING CODE Hen High Velocity Hurricane • III 6,01E.HA7070 rt,lm. rRe V STORM PANEL 21 GAGE OAL TANNED STEEL ST � { •.pq. STATE � V�!;;;�­, "D JF .'• %4 ��. Zone) F.P. 1�, *. NM/3970MENDERS TO BE SOUTHERN PINE No 2, W/ SPECRiC DENSITY OF 0.55 OR EQUAL ,•EO '11y - 11 jr' 'N /ORAL E ].G 00&.EECO IrO. GL�L STEM ION PRODUCTS' I.I.C. .em BW, 11 IRP2, MtE NNNI11/1NH,,,A.. uw f.4.7 NI N Nt E1 R, a - wie A AIN F:..F gq'N1.1AO tr,lro m-IA, Aa1.,..•... emit rl 333R. IOH9 (M.jM6.Fbw FAL M4)0"-FM 20-175 pl W4 b: PI, sot/Sokft tt FA-Ooorn9 WWR A TUNJr„ PE 1 w« eAFWa« +IIIrXW r WENT 7 M 1. �. v ce C cc ` / 'f- 7- .6-0 N N L Ito N 8 > L O N O- O O- C_ M .� U C = CD O O C Q c CC n O •- in ,a�/)14 v! ICU ,W0 p IRA &- 0- L C ".5 RY ,y y EL C7 r Q 14 G Ad. % 6 3 A = X• ' z .n In EEO O o_ N 1� L C O N f/ U O ^ L O \CV L Q z FAA J LL! Q Z z Q J d -&-all ' W /C V C0 IV LL CL U O It ) ICU SHEET NO. SH 1.3 - END CLOSUjtES DETAILS OR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY E-Z HANG STORM PANEL (b SYSTEMS ,,' .,� I I I , `11 I ,(�D Q O" pl=�W..2. 3. 003 - .A= I M-14 Got�- I r.41 wmFamw ..11, -'-p ", O•& ;w A� W43-TS ALLOY _j T M. pwvim AHOUT ill" 1/4C0*MTI�3l`4-' . e,,, I 41 ,4, " 'o-, I a 112. TA -CON 0 12' D.G.OI --,, : $ , HIM. w - I #11 I --4� ,I' I I/-*- - 1 3/4' ,, i ...... 2 1 " , - , Zr. - =-.--u 'i"'P, AK)W 0 11' ct" .. if. *LOU= - M! ..­ � 1-1 " L ;,, � I , I :,,,, I I OR(# - .,r- - �� 2"Holl woo ~ ., . , � , ItMMCD , R.". //,--\�., 11 � � it, A.'-',��, �: 11 -1,11 � " - ,,,, , I 11.�R�� ­.� a­ill.­1111, , �, , - o I ;11 i I .4 r , - /4' . I . - , -� '. A , � ----:7 -- L",I ULD Litowa, ..�-/, "I" 1). - I'll, , " , ."- -- - � , ��Y, Z�,�,,­,:­ � -1 1 ­717 ,--, 1 TO. /I � . 11* cc I VAPKS . 2: - 2' I M* ­ -- •­ k 2XII'AAW-Ort . I 1'�'11 91 M. W. L 41 �'. I , �;, �, I ,010' 3105--MIS4 POURED, CORO*'?E, CONCRETE 2 . I 1. 1FHA,. WIAL AUM am = I k0C1 as 2*.4* VOM FRAME 3;01-1111: t7v V \ ,-J� / , :r,- I / ­ \ I I fl. - �- REOU*rl) 7/ Coast. 'X , -11, / - 2* - I ;I / � AWL ­­L AN - \\-,/ I/is' ! W� 4 . 072' . ,; . 4',. 12 cc al-F, on ow-m Au"), *100,11.7 C-4 Ak- ANOU CASE A LAN)CASE B (PHA SCALE 1/4--i- SCALE 1/4'.t- VALE 1/4'.1- SCALE 1/4*-i" ! - , . SOUR -SET 00 CAL.-M JW 1�1 � I I PANEUMATE _ , . I IAlq ��.m .! 3 0 f4 m ==' 9": .AARLAWLE I.SX �. M. I OR 2%4' MM $C"EMU vm.� - 114ts - (Aaw o,2eL * . mmfmw=w% .� \ F%4&t PMWJPf3) ME APPLICABLE `MEL - 2"., NOrtwt I I - Ir. %- T & (9 OYMAIP.E1-0 ..I Anai .."to ol"No voomm) POUND COWRM. 0OFICFm . � " �, V, �,,&,. �,�,,,�.�, I cu , ,,i,,,�',,.-,',��'.."��-,�.. .1- " , I W= Do Liewoo riamm: I W, , RECUME :," 1, ,::""; ,,�, ,,,�, zl.�. - I I / I . , 1, .. , L., . 4 I , I - - " / "p/., ,;, �, .: , 11,; ,�.,4,;�,�,,,,�,­',, .." .,:. ­. , 1 4 VAMES / (2) .(2) OR (J) \ I , / , I / (i,/am Kw tn= now A, ,PARAILLIEL TO Sp am I -- vu (NEVER cut END PANIL) ; I X - 90 DISTANCE ­z�-I--�7- . I -MI) I rl I -7-i�l 'X . / I � i'z , I I ­\ . � ­­ IL j , - - - - - - - - - - I 0,1411,114", ", /­ =19�. � \ , , 4, " .. 0=111, III 100 'N CASE G (P a- , ,e \ / ,�tjk A, 5411, w" SC.kIE 1/4-.1 - \ 11 - I.- I "or 5t--�ii��­�"' 1�./ \ , - Z VALID FOR DIRECT MOUNT INIVIALLAI)ON ONLY 4, e,•..�?N . CERTIFIED PANEL INSTALLATION AT WALLS W1 . . No, 44167 %. I SURrACE LEVEL VARIATIONS WITION 3/4- 1 1 ; * .: Is, I FLORIDA BUILDING CODE (Mon Wftgt, Velocity Hu. tons Zone) . L -:� 1, CASE E (PLAN) So . . It, ..;t 24 GAGE GALVANIZED STEEL STORM PANEL I.P. , A/ as", ""'c' is- SCALE 1/4-.1- , . To, 1 era* ft i(OR10• SCALE 1/4-.1- . .. , . . - \ X7 ... ... . ,. 6, , \, " so /"IN" - , I . . I ,%,;,F`- - � I IL I F C 0 IN C. \ GLOBAL PROTECTION PRODUCTS. U.C. b.?L. 911.�i/tvj�­141 - - 1,001 - iL- .•.m Is. a, Now / / 1.0 - ... - a. im, �V%v. WW4 ti 3331- / / 20-175 "OWL (NM . I - areloon., `. moal- )@W?b-k m ,PoHPEM_q"Y W.1 .ramI - " OVA" ON, . IT oRk"sonvAttlacy " 0 CA - Trial 19 ift.^I WITY, %nn I w to I i MAXIMUM A.S.D. DESIGN PRESSURE UJING (2.9j.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL rl) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL&NSTAUAT)ONS AS PER ALTERNATIVES 1W T14RU 4W, ON SHEETS 6 & 7) MAX. AS D. DESIGN PRESSURE RATING (P.- I) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE ?a ALNWrNo jj= or THEM M PAM LENGTH v (n.) TAPCON LW SCREW PANOMIE FEMALE 0 PANEUIATE PLUS ill= wsmw 13' L - ­­­ ,11 F� -...--1-3,------13' 3 !-- -­L -- ­­T - - - To '/2' 20 (W) ­­1 6 1/2- -­!�L­­ a 112- ­­ - ­­ 6 1/2- -­i-vff. ­ ­ . ­­ ­ - - - -- ,-�ii�-­---- I;I 1_12- --- 6 1/4- - 29 !!or') W-O' ­­-­- - 1. _ _ a- _ __ _ __ _ as ­ - ­ -, - - iv (TOP) - on LESS - - -a ­ To, _ - a. -, -!:- -- - a' DO = 1.­ � (1111011111111) - - ---- - � - 1 13' --- � - - I—- - - "�. - - I . ­ .. - I— ---�3� 1. - - ­­­­ .. --- is-trli�) ­­-- 4W (BOTTOM) +456a-45 - W � ­-­­ ­ 13'. - � W --- � -3 13* 13' 13' 13r" ... 1 I/2' . ­-­ ITT (top) Len - ---9L!.r 13, ---,---* 13; - - 13 y (wrlom) - - ijr---j-T7jz- ----i-ii,;- -- --2--1L- - 6 lIr ­­ 6 I;i; (w) -- .--$ ­--------- - - .-----.- 4 t/2* - ­. - ­ 4. ­ ISTill�­ --- - -- --,------ 5 1/2- i27/-2'-i'/�; 6 1/2- -- ­­­ - --------- (Ban..) -- j >w-o- TO 14'-4- 7" - 3w- ii-v .--.-..-. /_ 4 12 ­-­­-------F­.­-.. - t/2* . ­- 10 1/2' - - 9 I /2- -- 12' .t:'_i; w(To-p)-- I - I ­ ­1F- - .1' ' I ' '- i - -. -- -'-. I 12F I- 13- --- 8 lj2- So (SOUP) I I* SEE TAME #1 FOR MAX. A.S.O. DESIGN LOWS & VAX. PANEL LENGTHS WHEN SPACER " 11 I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAN. S.S.D.MAXIMUM DESIGN PRESSURE RAIRIC (Pi.t.) ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 5 As 7_ APPUCASU 10 ILTUMTK" AAr". OF I$," MAXIMUM PANEL LE*M -, (ft.) TAPCION LAC SCREW PANOLMATE FDAkE 10 PANELVATE PLUS ill= Km.m Is-_ ir 13, 13' ". I" ?7 �F­- - -- -13--- -----w­- -,--S----- T"i -- 13. 1 1/2 . 6 1/2- . 4 I72`---A'-i-/i;­- 6 f/a, ­ 211' (TOP) - - ­­ - - . - T s'I• Em - - ---7 -- -.--- 6 1/4- 1 - - -,---- 12 112- - 8 -- -- -- 6 1/4' --I - --- - 2W .-) " ­-(w­­ !7!L- 7 t/2 o a iw DM )T -----.-1.--- !Y --�-'---..----I --, ,13� --- - ­­.- - -­­IY ­ 1­­ - !-ill --------------.-.,,--.*-�-- 1 --­ 13,-- - ­1-­ 13* ­lw�)­ )BOTTOM TO . -76 .73---L3�- I ----- 13- - 13, . ". - - ". 11 - - -T---- Ir - to• , iw-.I!T)- ­Ir ­ . TV -- ---- ir 13* as vi�- Im, martiam) 6 Tjr-- --i -1/2�- ­ - ­14-1-/2�--- ---G-1j2-;­-----G-1hw- ii-Rd)- -------------­­-----­­ -- ­- - -- 4 1/2' -- ----- 1. ­-­- ­6 114- _ --- 7 1/2. " . ­_.6 1./4- -- - -- - --- - -- 21111 (worr'.) 3w (TOP) To r-s* ­12 1/2' ­ ­ -- 7 1/2' ------ ­­­ r I 3 1/2' a- W­ ii-ikriiiij - Ir --- I -­­­ W ­-­­ 3' --- - - - ­ -- ­­­ - (TOP) I .-- ­ --- 1 13- .d ---- 13, ­1 _ __ ,i_____t__2__f ,.,. _%a�2i' . . ,41111 (90TIONT, I I, SEE TABLE #1 FOR MAX. ALSO. DESIGN LOADS & MAX. PANEL Lucrits WHEN SPAM 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I IMLL-U JI, . A.M DESIGN LOAD PANEL MAXIMUMH LENGT 40 PSF OR LESS _ W-0, > 40 PSF TO 50 PSF I W-2" - > SO PSF TO 60 PSF - 5,-10, A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSIAL3AITIONS W/ PANEL MATE Fp11ALE ID OR PANEL MATE PLUS ANCHORS & ill/ " SP L*,90-t!q4 1/2* D.C. . _ INSTALLATION DETAILS FOR LIFE SAFETY PANEL(J) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAKOM �ftllo 1/4-0 TAPCT ....... . . POUND) ANCHOR 0 0* O.0 : aft ANCHOR 9 0 0 C, m 00 X.1", CONCRETE 8=9 �,�; - , COMCRM BLOCK , ., ­� REQUIRED �, "I: K04vco I I. * I" , � I / 02', � -.-(7 ) 1"'. ­ 1, I I . I ' I -­ 1/2- 1/4- ! , , 1/2' Ile �1-1-1 ,,, .. 1'111'1`11- �� , 1�� INIX., w I I - 1 -01 : i 0 EXMTIN" I , .a - .0 uAs$ J. ,IF ., : - 3� " M.Mr-r-s., I I I I f 1 , 1L* klo`. IT - -- I - I I PAWL LENGTH V- - -- , i (SEE tLrVATON I'mor, I ON SHEET t2) !-- . I I I . : mWoou'llp � 1.0.6 CONCRETE Kock : wouon 1111'0 PANELMA11 S, - ANCHOR For 12 ,/;p EIC SEE *IEM 15 IF It TO ANCHORS TYPE SPACING FOR INSTAILULITERTS INTO ill= PWM MOOkOA AWIFOR SPACITAN AND AMMM [OK OWANU AN OOURD 04 THE SChtk4L MR LD LESS Issas INDICATED 0 SCHEDULE PtOM ANCHOR SPACING BY .m.= **M ON SCHEDULE By Im f*UDWW FAVORS roe THIS OPMtM TO K MSML NOW[* SPAC4%0 091AWD LUC FACTOR SMALL "Or K LM INAN NNW" YWM IFIGICATED MR EACH ANCHOR Tin ON Ile SCHEDULE . 1/4-. ,/*.. &lam TIN - UPM - Pot** PLUS I UNUM ANOM VMW 00 Is , =-- ---, --- --z -- ="-w 1-n­ samms. UK wommuss: ow avm I IeT N. : 2 111' as, F Y­­.­ - *.It; ,.GD 3,' . . - I' ar. 1`0107101 0 GLASS. MP4 1 I . t,,,1�1, , . I D.STINK, Polum (:.* CONCRETE OR CONCRETE REBLOCK QUIRED 1/4.0 PANFLMAII 4-­1% mic" (BEYOND) WALL MOUbMNGS SCALE 318-1- : " - , v,-., FT . Z�o 1 I t I. 1 I I � : 1 4 'L* MAX, 1 it' PANEL LENGTH ; Na EL&ATION i ON 94m 12) - I --- � ; - F I i - cl) , i r : I -A � I - I I I 'anioe" 8 ""ANCL CODE MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL Cj) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) L"x. S.S.D. Desm" PflESSM RATING (DeYJ MAXIMUM ANCHORS SPACING FOR mim E.G. Put SCHWAS smow * APPLICABLE 'a TIEC"o"s •LENGTH a f. co~mN or THEM mAxmm PAID. IL . (A.) am. A.S.D.1 Des" PRESSURE RAlm (P-01) I MAN" ANCHORS SPACING AM M LD. PER SCHIEDUILE Sam 1111, APPLICABLE to swnmd A IV, IMNww = 1" (it) TAPOD" sow-su PANEIAAATE rEMAU 0 PANELM&TE Puts ZANAC-Mk%M a" -IN TAPCON sow-w PoHojmtx 0 RANraoTE " ZAMAC-WAJN , CALK-114 To commus To 9w To - 3k ,-a =' to L-111 to w 11, wcmmnt�n asmars, -- cmaclma - "am �& !& so . Has VT-cr +45. -45 OR LESS . 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DESIGN LOAD 11111101111MUM PANEL LENGTH 40 PSF OR LESS IS -a. > 40 PSF TO 50 PSF 6'-2- 1> 50 PSF TO 60 PSF 5'-10* -JI A MAX. PAWL LENGTHS ARE ON VAUD FOR INSTALLATIONS Wil SOLID SET ANCHORS & ill/ " SPACER At 12 1/2- D.C. ANCHORS (SEE SECTIONS A ALrUM"AS ON SHEETS 13, 14, IS *11111) - ­ - . . .1 I - +R-IA/13, R-2A/13, R-3A/14, R-10/13, 0-28/13, R­311I/14. 30 MAIL: 11-1AW/115. R-2AW/15. R-JAW/16. r*R-I9W1I.% R-20111/15, R-3011111/16. I* NOR, I --- I s i � : L/I .i , -I.. I-.- ,)-I* . S.S. -B-O�LT-S - WI, -3- T.! \I- sV T (USE rOR PANEL LENGTH I a , PANEL LENGTHOVER 7'-$7 .REGSTOMA PANEL REG" Im PANEL W-1, 0 +40-0. -40.0 s.at. EWRMPALIIGT I / MT F11PANEL 7104-4.0�lUE ;;1�0o - - (W/"up MO p.moufaffm movy) 1* 1, I � , + . I : : I ,; �A/ I A � I , + ' i I � , USE V-15' MIN. PANEL LENGTH : i 119-, � , �*- ­ , , � -- ­ ', I . 1/4'd-20.1' - AT ALL MOLWVWM I . -- I S.S. BOLTS I ! � I I AT EA OVE40, , . I I . . i , " , ': � I � I I +--! . I- -. I� �e:III I I . � . )' . - - --------I •-- ------------j-I T!. ----�------­­ C-----, I. � • - "L""T,ON6IIin orry ! D.Wq. L -­-- 1A.C1 BOTTOM CORNERS 1 0 - I 2w- OMAP- orOWING NU7 AT WING NLIT AT -,mmLEFT PANEL RKsHPANEL I iAr, t INSTALLATIONS ONLY /I 2V-A-L-D -FOR WIND I-I- .. R-IA/13. R-2k/13, 0-3A/14. R-10/13. t-20/13. R-39/14, I -- I am" SPEED UP TO 170 .px I�R-IAW/115. R-2AW/1S. R-31101111/111111. 1-0111-111111011115. 111-2001/15. R-3111010/16. I I - -- . ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16) - 1. - - . I - t/4- MAJI, GAP - UEE SAFETY STORM PANEL d',' ELEVATION (t) .. .1 SCALE 1/4-.1- [� �'11 Cl) REGULAR 2,"71 m-11 � - STORM PAWL ("k osqNM-ml 11 lot- W--) "Its, L STORM PAWL zmj --- ---- --------- ­­ -- -- ­ ? ­­- I- .� � I= ------ ­ -­�I� -- - -- . . - �. � ---­ - ----­.­I­1z- ­­.� 1/4.,. . - ---------- - �­ ­ �7 I . IA � ! Y-01% / �- � , ..... ..... . ; . llsI , BMX. �;v 11, , \ � " Vic % is, /­ I .. rli- - I , 1-6) I i . : . LIFE SAFtTY PANEL i -**:. STA- * -- .. III. - FLORIDA BUILDING CODE (Non High VWocltv Hurricane V .am wmm m I EXTERIOR �,-. F`10R-11;� - - A/ 24 CADE GALVANIZED STEEL STORM PANEL %�pi'l - ,..........''a / . ...... i r� W/-, .. -E��, ML �EC 0 PRIMCM PRODUCTS, LLC. I - SECTION A -A �$;� .---: L� - -:- IF � .m I.W. 51 onmi 'C', ,/4..,. = 1Z .. .1 """`N"""&. �., ON. FL U31 i'N" I ,,, -, -,- --- � am A-Z IrAlsoM 4.1 '" .(O,(".)BW76.k pal 20- INSTALLATION DETAILS FOR LIFE SAFETY PANELCJ� - -!,WOOD INTO WOOD STRUCTURES " :; F, -... "- II - !I - - 0, ,,,rIt , COE0 'j HFAIRP -- I - II )CHEADER .hwIRt) i-­,� - I- i! "EW , I­�Z.,TAPEN AQUIRED RD L 1 4­,­ =TAFO)N I1­.. TAPCON =a -HEADEHEADERI - '- --A"i � - f) ., "OR aIaC O.C. I; 11 9' cc . I .., 11 I� M*k . 1 1/2' 1/4- r , � . - MAX , I . !, �!i �� ,1/4' , . �, , I � . 11. 11/4- 1 1 , - '12' - I -L- 0/4 , It. , ­ - I 'i , I N. mok - I 1�1 I . 1, ­ Ms. I .1• , 1 I I NAJIL I I -I, . . . 2- i I N. , � ,1, LAM. , � : : � I i- , I � I !', � I I r 1. �11 I I I WTI. � � : .� j---! , I -- , i I , , ­ - I : lo, ... I I I . � 1 I I ! -) I LJF,ILJ : 0 ; : - OD � a -) I 01 C, I ­ 0 " I 1 1 1 11 1 :,-,,,-xp I I � 11 MNv , I - =K4 4 I� VIA .00 I .."il , I ��j 1 1 "WRA4 �! �11.A �. 0 4 0 .4 I I I IT I ok � I - -41 I m a a I I �"=- ! , : 11 I am . 1 §A , ; ,I* MAE Is � ! =.man-0 -"11141 �eSIt i I I i I I 'I.- som 0 - ­­ -'I- - . � t I I 'L' .1. 0 I �, � r . �• PANEL LENGTH It - - I I I I 'L" MaH . a � . � ­ j. PAWL LENGTH It t 0 � F I I I --- - 4� � 1, � � PANU LENGTH I i ELEVATION I i 1 1 ON SHEET 12) 1 ; !ON I ($11 ELIEVITIO14 ON Stow Its) 111 1, PANEL LENGTH ­i I " , ($a E "ON ON SHEET 12) 11 : 1: (SEE IAEVATION I , ON SHEET 12) �4 - I I IT I I I . : I. w : T f is I. 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I I I -; ­J�_* WOOD i . -�, . - -2-.4- WOOD � � ; � r ,:, . � , , i'll." , A � I-, I, I . , t I PLATE NEOU.RW 11 : d � - Fum R-0- 61A %UFE MSAFETY PAREI "MOUNTINGS rAf 3/0-t- FF- I ININGUILAR JANELS TILI Aapwift WALL MOUNTINGS SCALE 3/11-1- ......�:.!!tl ". EN FLOW BUILDING lam . . . CODE (Non High Velocity Hour cone Zonis) .., am itum m 24 GAGE GALVANIZED STEEL STORM PANEL r�.Ipr I. INSTALLATION ARE ONLY VALID FOR ALSO, DESIGN PRESSURE RATINGS (p.&I) AND PANEL LENGTHS AS PER ELEVATION . .1, . Ilor * .. III -- 111.i . ..... I .., T- - I 0�7-j - -- I I I L I E C 0 � - GLORAL FOM/NM PROnCTM PMXICM LLC. ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD .C.. MEMBERS To BE SOUTHERN PINE No 2. W/ SPECI-nC DENSITY OF 0.55 OR EQUAL STATE . _:.- _ A F:: _ , 'U'100 - �,Z--�..:-�*Fl-- .... so _ M.. - - J - - Be- -. wt I 1 4m %a. 6 SVW OkIL III. 33S:4 PHONE., (W)�"4. YAK (*-)Sn-MY 20-175 . . - -- c�eow's I --,a a-, -., --i n - 1 - mi ollwwsa� i we UUWMG ft: - - F509 ! I I mu is or is I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM EMELCI) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(]) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING. (pos-1) MAXIMUM ANCHORS SPACING FOR Wh E.D.PER SOMU SUM Flo g= a comw*vnom OF THEM MAXIMUM PAMEIL LENGTH 'Ll .) MAN. A.S.D. DESIGN PRESSURE PA?04 (P.0) b6YWAJM ANCHORS SPACING FOR Wt# E.G. PER SCMEDUU BELOW FIT MRKADLE ' TO A :. ! OP THEM �. 4 I PANIC. IN .L. (m) TAPCIDN SOUR-Sv PMGLMATE FEMALE 10 7E - 2AW,C-MLOI C4LX-IN I SOLAII-SET I -mlww FtMALE 0 I -Martmar --- ZAMAC-NALIN --'4 CAU[-IM 10 - - as, caeaO,* To opium n& To -3kma 19M m =Cmm a Vol For To lo 10 " 9=11 - Im T`*' = To le - 1-* . "ft -rA TO .75, -75 -1-i--,i!�Tir---­ - !�:­ _ir­­.,!-i- Ir -!!L. ­­­- li: L---.T or W Ir ' --&- Ir -Ir l.r ­i3-­1'3­ Ir -Z 12, Ir 1 ��- ­ - to" - %w , I (TOP) ­ I tactics) 1. -1. 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'jt - - 12 . _ - f - - To' . ­ LT. �.­ . -i. - . " - 13 - -__ - , ..t . 4 1/2- I ­- - ­ji;­ ----- 19�­ a' � - . ­ 4 (IoP i -- - ­­ 4 (OWYOM) il-liii;) - ---- - - , i lt!o�z 6 V�L­ - ­ ­ .---- - - . - 7 1/2' -i vvw i-,I?p .---- - - - �3' - � . i­ _ 3' . 1- 'I to 1/4' - ­!•- 1 1/2' I 4 f/2 A 6 f/4 - - -. i;- --liv . -- ��-* 4 I)i _ .�' -7�-ios=14 6 1/4- _L I . - - '/a- .. Isr" 7 1/2' 13' -i;- Ir ­Tj ­ ... 1,; - 10 ,3L - - T*- -11 .-!I- or - -, '.. t,­: vlx� "J" z "11- -1 F I111-41' TO 1. W-or, -!�L. or -13.-- I—- or 'r ___ - - -TH -2 � , -r--1­-­.!!-.vr­-- [ V to 1/2" -5- - ,- ­- r -,-TJF- __ _ - .- --- 3- - is' 13' 11 ---- - � --"3;- to i/2' - 13* to I/2' 13- -w- _ __ I/ ­- - Ir - t3' 13' -'r- IS _!�T_-­­ _K _ 6 -/2* 1 UIF -- ir 13- 13. _: __� ::_ ". -1 - 6.1/ Vn- 9' _ _ a 1/2- IT I " 9 /a- I/ 2-10 6 Ile _ -- ­ - " --- � - -oz-- 19 7 I . ,_. Iss' 7-s-/-2- - -- ii IIV3­112- 1/2- ­ - - - -­­ 4 1/2 - t/2 - 7 112* 5 To/ LKi-L31- 7 1/2- � .-- - --.-- ­3 -- - . - - 'i i3 - JF --Ti37- -i 7 - .. , ill- ­6 - 13- --.-. --- 6 1/2 `� I -- - L - -.-- . . - I- 4 1 2 - --- ' IF .-- 4 1/2, - I/ ' YK 0. ­ 1/4. -- 2 1/2' A ---;;- - --- is' - ­=I&I ,; --iiW&4 - 2 (TOP) ­­- 2 (OOMM) � ­2 3 (TOP) ­­ I (80TTUM) ­ - 4 (TOP) 'B� ) ­­ -- , - (L IV-11' TO 1. -5. I --!�r Ils- 'i, ­T/F -21- 13- - - - -I r - I--- 2 IlrTi . --- --orl.. ,.-I!t:__ _ _ !3� - ' '*�;- ­13* 13- to F_ /. .. . --- 13. ­­ ir -ili. ­­- .. C ­­ - - �_11' - -t-E3�--tol) 13- -- - !!: - IS* i-3; - i-�i,F -- 7 llr - -------- - C-.-.---:------!L---:--�,�l-.--- 13* - _ 13- 10 1/2' --.--- 1p: -- ­ 10 4/2' iia-l;i� a 1/4- -- .' - - 10 1/2' ­- Ili 14-V2� Ir -- - --!� ,3' 13- F2 Tj2- - -..--- a' ­­­­ 13' ­-22E •13' - 73-7li- 10 1/2 ­- 1 10' I---'' 110 1/2 6 1/4' 4 t/2' 1 10 1/2"I 1�i� 1/2" I - ---­� it' , -,-r - 4, 1/2' --- - ­ i�-­ -­­� 1 'Ir L I/ - ; I - il a' 1. - -, -r ----. - 3 -IP2- r -- 1. -- - W 13- r (W"OM) 3 - L.� . 13' I-r -- - 1/4' �!.*. ii 7, --- !.Et- 2 (WTMM) .,kl 3- - - - I . . - - I - - ;� , 1 ,3 . - �11_ - , - - - --- 7 i1r `- I - ` - - 2 3 ff - . -- - : -l-IL: - LO + L- 7 - I - 112� '� I 1 � r --.-,----. 4 1/4' - 3 Crop) 3 (NOTTOM) , - -3-:- _L_ 6 1/4- - ?L- -12* _!__ 1/4- -- .! .jl!: - -1 !- - F7-- 1 1/2- _ -- -K1. _­ 12 t/2-12 - - . - -i: - '. ­- ­ Ij* ­ - 11. - ­ Ii; 3- - ­ r .- - I. lit -i;-rTjFp7 - 4 CIOP) � 4 (Borromit --- 5 (TOP) - wFOA) 0 ) -1 '-,.. -. - I I -� .!_!/2 __ __?L_ 1: - 5 I/v- -tiw­ Ir ,3: - *Df I I - r 4 - -- - ��. - S: � - - t-1, -��7 2:11 _ - 13' _ t 114- v Ilr 3.* L _!�r I/.- .V L_�__L_ _ 9 /2* 7 1/2 . 11. 112*16 (w) ­ ­ a', ;,- T,-, 'M - I - -- - - 0 '/-"16 1/4 14 - (W" )i at sw I, MR liOm rot A NVC" m -MMAM" -00 ill= PAW "am , HMwRf ANCH011 WACO" AND MDA%W OK DISTAXIC11 ARE 04WAM ON THIS SCHEDULE FOR Los USE TW^ MKM ON "M" wax= Alecom SPACING NY 6"lnvw VACM WON" ON scomiummust BY Tim rouiwm Facnoms rom, 04 OPM?" To BY PORSaL RMUM VACM OVANO LWC FACTOR SHALL NOF K LESS TWN MONR 111041401*1 00"= TO EACH MOM YvPt ow TIM to.couLL 'A'. ip_. VIA-. 4 1- T�el` No= Tin 1 "Pose, - - "M-M RMN&A"ift , , - aR CAL11-1, - WNMN ANCMN VVAVi* 0.) a 3 3 3 2 '12' a '/3 'es J-� 0.) ­3 _3.- - - - 3 'm ra 3 I/r I --I -z - i '; W - - --7T;-;,,--,r- - " - I- 3,tr NRefNWC pal $LTX an son= I ,I:r `L" , - - - - I1/2' I ­ ­r 4.01 am I - - - 1. I- I- , . also I r amsam -- - 10 , . ..AI- - - - - - 3 I/r - I 1110 .." - ,a. I "m SPACINGS ONLY VALID FOR LINK &&D " S==SPACER ,SE W11 I- I OESoGHLOWSkMALAKU AS I 1/4-0 TAPC7. _ _.__ .POURED ARCHON 0 oz. OR CONCRETE BLOCK REOUNtm zmu-& a A.S.O. OEM LOAD mkvmum 1114141. LEMM 40 PSIF OR LESS ,.-a. I 40 PSF TO 50 PSF - - 6'-2- > 50 PSF TO 80 PSF I- - - Y-10* 6 MAX. PANEL LENGTHS ARE DPW VALID FOR INSTALLATIONS W1 SOUD SET ANCHORS k W/ " SPACER AT 12 1/2. D.C. INTO 1/4-0 TAPCON INSTALLATION DETAILS POURED TE 'N" FOR LIFE SAFETY OR CONCRETE BLOCK 114-0 Tom" PANEL In STRUCTURES ANCHOR 0 III-G.e. , VX.V ANCHOR 1111, Is' 0.6 I 9=0:0 wouipmo, 'I'D" , , , CONCRETE BLOCK BEGUN".. A`111 *' !G"C" , a 2 0 I - - - - ­­ _ ­- ­ / I � -.I-. . - , I I * . E.0 0 , I . , I , I. *,* i I' I ", � , "'. " I I.. 0. � " , , 5,�', I I �, , .��", ­ ,�; ,,.-,,,, - ;, I I'll, � ;1 I -"".�, . : . �D, I � , u- , 11 �11V, �%,,,;Ivl:,� 4 , - i 11 � I I- wo.. To IT 41 I I 0 CLASS. oa�@s RAPH I ! 11' , i ==*,I., 9 I � 11 ( I I 11 11 It I i I v As. I I I : 11 11 I I ,A I I � - 'I y P ANEL LD&CTh (SILE EA.LVATM im to is I' fidl.� I ON SHEET 12) 0 1 1 r-­S[JFAFAY10" - D TO CLASS, ! I A S - ,- A- , '-,", i I V2 1 , I,�,..", ,,,:,� I , � . I I [ 01 I E 6.0 : , I -. 9, 1 I /, II I I ;,G-Aw I I, - . 0� I , I 1/4-9 TARCNC` � ANCHOR 0 9* OZ OWING; POUND CONICAM OR I CONCRETE BLOCK RIOUM SECTION R-JA & RECUU& PANELS WALL MOUNTIMM SCALE 3/6-l' E.00 ----r- I : , - I I : : I � 31 I - ,�-, - YBOLTS It : IIA 1� I I I IL 1 1 I MAX. I 111 G* PANEL (Jilict" i ' (SCE CLEVAT,ON 1-. ; I I I ON SHEET t2) � . I : i I 10, . . : - @ : ?!1l 41111urait � ` I .1111 ,/4-4 TaPoolis 411 ANCHOR 0 111' O.C. CONCRETE OR =N&PO.U11.10. REOURM. 2 LK96MNEL SCE THEM Is a If 'OIL, ANCHORS , 'm , ,sFaFsF .. TYPE A NVZM FOR IMAU.4T*Ng Vitro TAPON wma anow woom W 3 ill= FRAME OADDM k*M" ANCHOR WINCIARDS Mo MM� - 11 - -..-,-- 3 I , NEC SCHEDIVUE, MR of . =.=. c- SCHEDULE mmu ANCHOR W%OW *-- ,­'1-­--t!-- M-0�4 ca"Famm, a" 0.) oy -I-- - - - SCHEDULE By " fvuowftc rACTM WJLM� IM now ... I Y!, I .8 ,jr &M, amot MR THIS OPMYCN " 99 POM*L. RUILICID) VAOW OrMU VMS FACMR SHALL RIFT K LOU IRAN MRMWM WVZOC .IWAM FOR EACH ANCHOR 'W ON TINS CH SEDULE . -- - - x ." 311. - I 1/4-0 TA"L ANCHOR 0 2 O.0 (D i ��;,,4, SEPARATION I �m� war TO CLASS lot f�w " OR& C� usommus, an T-Eri 10 - I I r I PA,;� =. : SEE EuvATKI" � ON SHIEFT its) :1 .:� - QID C3.) L./2 Hurricane . =".- ED CONCRETE BLOCK REOUMM. I I C2) S1"2' ,/a- , I - MAX. - I 11II:I ,I i'11�z17- . �; i- .�p I ) 1, I , I %, MAX, i 6' PANEL LENCYIN : (SIR ELrVAMN I I I ON SHEET 121 - I [ C, " I 1. . . I I 1.�.4ma�l:--L - 3 t EQ I, ­ I -",- - - COI 5!,, 1 -W %-,YA ... , to I I,, -- ��� I I " I , w EEI-,1 441 �= "I $MI% 0 1, ­ 0 It Va.. , f I 1 0 I 2 ,V/42vo. L q - ... 1/4*0 TAPCON TAPCON ANCHOR * 11" O.C.ANCHOR _.._1/4'0 9 O" O.C. EXISTING POURED CONCRETE OR -CONCRETE BLOCK $tEOURM, SECTION. A--2A & REGULAR --PANELS 0 EXISTING POURED CONCRETE OR CONCRETE BLOCK FtOLMRM AOA"ANEL WALL MOUNTINGS l!1FHN',,,.. SCALE 310-1- 1 INSTALLATION DETAILS INTO WOOD . "L FOR LIFE SAFETY PANEL STRUCTURES (1) I D HEA" WOO" , - .� - .� J&DA W RED- 1. I I - I I . �!, ft,m I I I 1) . '@ IAT;n ,, ;a- =APCGN -• -I, I . I . .• O.C.', 9 9, O.C. � I , . I ,,�, ''illummaivsk ,,,•1 1/4' "'. ,1/4. . I , I . I, loasis. I 2 1 . � I I W. - - � 2. I I I ,• min, I I MN.;,; I .4 -- . Lj J� n n� 11� ii I : 01 I . - ��F.-Tj 9.-A. i : �� or to I I .,% ­.; 1 ".I,. ,.� � 9 I I - tYK M Poison. "li I I 0 ,il 1 umm a= r-n 1 � I " 11 FZ I 'L* um it � I -L' MAX I - IU I , LENGTH - '" 11 ! PANEL L LE"GrA i I` I 0 I (SEE ELEVATION 0 � : - <. LEVATION (SEE F .. 4 w SHEET 12) I I ON 11 : ON SHEET 12) i I I Is . I� I : I r I I IF I' w� I � ) I �-SEPARXTION - : - TO GLASS� 1 1. -- ­ - � : T 0 4 -I I ---- i LV2 , � - . C4 0­111EPARATION - 0 : Is. Ft �11"�" I I I I I I u Flo. I, .� 1 . - I ,-J, I eutffm I . s � . : I CO. - .. - �f, ovVy= I ... I , E I 0 , ! .1 , [t! I i � �. � - I f 1--� E I G, , : . I � - I -, , I I �� , . - -----1-t- * I x4o VIM I 2 ­ 1� I ! I' I r! 2 %41 INOW � " - . PLATE � 'I, . 1 PLATE , I REOUIRED � I � � �i� 1/4-0 PMMMATr. PLUS � , , REGULATED ,� . � I ,/4'0 PAINFLUAIT PLUS � . , . -J - ­ . ,� I ANCHOR 0 12 1/2' 0 C. � , - " I - .11"I � . - L I �: ANCHOR 0 12 1/2- O.0 ! � I I � L I I � - �.� . , . . , - -- V M I - WALL, MOUNTINGS WAAL 3/8-1- ... IF Its, I ;k -.710114" ........ - ..!�;� e .... tt .. N 1.10 . . . . � . Na N WE in VIOL " . slo. 44151 % 11 FLORIDA BUILDING CODE (Man High Velocity HUY Icons Zone). INOTEL, :• - :. : w 1. INSTALLATION ONLY VAUD FOR MAX. A.S.D. * * . V ..... STATE Of seam%TO*, " 24 CAGE GALVANIZED STEEL SWIM PANEL rip. aMaN 0 ARE , DESIGN PRESSURE RATINGS (p 0) AND PANEI ..-�: ,s - ,• , , 11LIEC0.11111141; "M MT - ��:��. PROTECTION PRODUCTS. LW. Issni :-,�?.! 9---, -= �-i --- *""'Mu Tom. LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD VA; ZIPN AL i: /�'� 2aAN, D&IL rL 3331. 20 -175 MEMBERS 10 BE SOUTHERN PINE No 2, ill/ SPECinC DENSITY OF 015 OR EQUAL ANHU�F�04�51 � (264)00-7WD. TO, DRUIRIM-notali a-ODMIO I wavisma ft I Pit W,kiMMAPW/" - V., Air I i - 1-1. F99•- , AA . I ~ ,a of to I - I -b-0 a) 0 = Cn -0 -cu O-I--*2 a) .&-, 0 -0 a(D 0 C .- CM Cu -, 0 -0 (D .0-0 aaa en - ..,a) C (D = -0 CIO 0 0 Cu . ­ Cn m C 0 2 0�. C " 0 a) 3Ca tu 0 .!� LL- 4-- O Cu . - -:0 . C ­ (n - < C". 0 Cfta- - Val -,, --a '. L� a 11,10 e 15 I=) C20 . Va. C- i;; or- = - CS3 71. . = LA- a - IV; Cc = - . . .r- z; ­0 % m ..,: to 0 Z CQ 4 " e 31 - x1- 0 1:31. .e ra -C"',I,- g-o j3; w 0 *Z j -% =P, - .a-- " .!! = S 0 C36. LA , 2 z I w mi SHEET NO. SH 1.4 _1EZ1/18, 10-EZ1 W/18 _ r Lbl, ti r IAA ul(SEE NOTE 2) LIAR i' S.Y$....-{'-'-'^ . y_.. . _ • . I J • • • •io/p. . a•,uN i E�pl END QL,_,,L ( . OF _ O O 1 ..T�-T- --T--r _.T- r_....... �... . --,. , . - I_T T_ 1-11 S .� (END PANEL) I � � ��(INTERIOR PANE() (INTERIOR PANESI - (PITERIOTt PANEL) (E7J0 PANED I I �' SEE NOTES 2. SEE NOTES 1, !. 4 MAX I I PANEL LENGnI } * I ._ ,� ' * I •" t * _.. ' a a . /- 44.0 P.A., I I I 9�,1LTED PANELS w/ A 1 1�) 1 pr , IT fJ_J e JJ_.LLJJJLIlil-L111 JJ_1LLJ..(,..cCL.1J111JJ_L1JJ1 LJJ_ L._JJ 1. ) • _ .. _._- ..._ A _ NOTE .-. 3- LIRA I. 1 - so ANn SEE j�� SEE I' W. NOT! , \:,/w/® .'IT T - NVCIJORS (SEE SECTION EZI R AVERNAT VE MIN On SHEET IA) - EZI/18, E71W/t8 TYP_ICA�__ELEVATION EQR SERIES 2000 E-Z HANG _STORM PANEL 'j) SYSTEM (t) 2 nN 7'(uN rA•TRR' ' .' ARIOLI L1'u" ANGpRS (SEE SECTION E21 s AIEPMATNE C21W ON WV la) ` NoM - 1-irw4 )NOTE x) SECTION A -AP, lit ,I, EN _ 0 44167 i4STATE OF' , #p'cE' �ORTOA�G �41F ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15.2020 A NOa i n Number. - R2 to pP 1788B.1 EX Project Number 2031543 Pratuct Manufacturer' All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name & Desrnption 24ga Galvanized Steal Swim Panels Large Missile Impart Resistant Scope of Evaluation: TINS Product Evaluation Report is being Issued in accordance with the tequUHVf lent% of the Florida Department of B1momis and PtoloaWonal Regulation (Floods Building Cominission) Rule Chapter 61G20.3 005, F AC , for statewide acceptance per Method I(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition(2020) and is. ta the purpose intended al least equivalent to that reqwteeby Code INS product shall W requited following Perhnefrt Florida Building Code mudlBcatinns orRe-EwalMalion of "eW6lons Substantiating Data: • PRQDUCT EVALUATION DOCUMENTS EX drawing #20 31543 titled'249 GeNanizeA Steal Storm Panels (HVHZ & Non HVHZ) sheets 1 5 prepared by Eogineennq Express. signed &sealed by Frank Bannardr, P E is an mlegral part of this Evaluaton Report TEST REPORTS REPORTSREPORTS tic structural riormance ties been tested In accordance with TAS 202 lost standards r tear Uniform eta a PR f>A r A7 1 ( w to Testing Inc e ens R8T-ASG -00 b Back al reports) Y 0 e missile impact resistance and cyclic loading performance has been failed In accordance with TAS Lang m)N7 a Y 9 Pa o 201 and TAS 203 test standards per test ropon(s) ITBT ASG 17 001 by Blackwatei Testing. Inc • STRUCTURAL ENGINEERING CALCULATIONS U 1111 I 1 Rll e1C 10f1 IIaN Iweli I tired Which evaluate the product based Ni SN c a enq ne rig c ulat s U pep t 1 comparative and7or rational analysis to qualify Ilia following design criteria 1 Maximum Allowable Sparta 2 Minimum Allowable Spares 3 Minulkl n Glass Separation 4 Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEANQIEXGINEERING EX9RESSCOM ENGIhtfPINGE'DOE $S,COM �,,�I' •N, e.•A C. to, • rn -0. F JN X i v,nA roc t R' 1 Ire .,.rat j I" ti0"1 h (III cJ„ sP":•n. b O • "NS t 'T'3. rT r pr i:Hi Jtr9 Hn• T.cT -. 1 RA,Y AT f YY 4 A q.r F 1 .e ., H.IIOM 'L14TlrC C" Flat'L!r HoL II(, 1n r ^i i. rib. r-.•e.. , ::71.:MRF K'Y.w'1ifTL, 3[n V on / Sw, w. u l! J VH rA• r>Slr 7i Y CXI H r�rx: KY <I•@ � uIIYPohf Iirt x.il. l `tLJ I l,N /"�'t' IRN',RII11a1,0 WMltl YH:IIIIN •t , RN air * LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS OF PROVIDEn VA/ REAR HANDLE TO FACIUTATC INSTALLATION IF INTENDEI! TO BE INSTALLED FROM INSIDE OF STRUCTURE NOTES :IS11NL OY PANES E-Z RANG STORM PANEL SYSTEM + CRn3TRACKS TOP Sir :. CND PANELS SHALL ALW BE CONNECTED TO 80110101 TRACK OTHEI SC A STOP BAR S/NLL BE PROY M AT TOP OF SUCH PANELS i if END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'9-20.3/4' MS. W/ T/V4A3/32' WING OUT 0R 1/4"aRJ/1- Mm T1ep,IBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO ' EXtER1OR MT FLANGES OF END PANEL. � (4). IN CASE INAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i e. A STOP BAR 15 ONLY USED AT TOP) AT LUST TWO PANELS 51,Au BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t WSTAILLADONS ONLY VAUD FOR WIND SPEED UP TO 170 FAIR IV uvula ncncr. we 1L ECO1■cn 24 GAGE GALVANIZED STEEL STORM PANEL Ixw a• GLOBAL PROTECTION PRODUCTS, LLC. un°2' 6.w' _ .Rro sY el al. IMYR. rL 113h. AYOML Ua14AM- 13b" IAA- (9A•Yee-rtY) .. � mow, r r.. a iY VVE, IHr . IIM9,�s.a to 4on ,pw n - m t f>a! Rn.nv�rw .+.� IP.xRnF•.. - 20-175 OII••r10 1w BRJC-IP 1J E r_IiNG' Pete 2 of 2 All American ShL111CM And Glass - 24ga Galvanized Steel SILxm Panel: No 33% Increase in allowable saves has Wen used ,n the design of this product Separation from glazing is not feguired lot installations outside of wind zone 4 and essan0al facilities impact Resistance: Large Impact Resistance tins been demonstrated As evidenced eh previously listed test repodls), and is accounted for In the erigmaer(ng design of tins product Wind Load Resistance This product has been designed to resist vend loads as indicated ,n the span schedule(s) on the respective P uduL1 Evaluation Document (I e engineering drawing) Installation This product shall be Installed in strict cumpNanco with Its Iesportwe Product Evaluation Document (I e angneering dlawrng) along with all comlx,nenls noted therein Product components shall be of the araterlal specified in That product s resflective Product Evaluation Document (1 9 engineering drawing) Limitations 3 Conditions of Use: riseT his product Shall r n .. \ r o I , art . al Ua m s11 KI au:0 da LL with the respective Product Evaluation Document I e I PP 1 engmeenN drawing) as noted herein All suppaAmg host structures shall be designed to insist all superimposed Marls and shall be of a mato,ial Bsted m inns product's respectrve anchor schedule. Host structwe condd,nns which are nod accounted lot in INS f.Noduct's impactive dive anchor Schedule shall be designed for an a site -specific basis by a registered professional engineer All components which are permanently installed shallprotectedbe against corrosion. contenana -on and other such damage at all nines This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) RE, pc,;IfullV. ,�vc4Y �-4-_Pw•N-Avy Frank Hennardo, PE ENGINEERING EJFPREse I;PF00464;41) I ('en Auth 9889 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396.9999 TEAM jE ENGI NFF RINGERP0.ESE.COM ENGINEf A1NGEKIRISS.COM 'I �u E- e ax • - w l A n•k• - J•:Y 3' Ll C/Kf - / :. 1a9tLR H,` .ray a •�. M r1 crnnl6mooa wouN, a:alun ' AL, Al w 1t' FP W. HALL MOUNT IsMO1 ,- u•r'aH v:�_'e w muu Irt- • „IN: mU1N n w I., .vYii:•s- nce. �� •, , rLa 1Mr vNn "` A Y n•mrnurc}.•-r. A 1 a''$1.I:u u'•ar, _tIVIE•WY'Y1 t u x •Tryon v - �, u I n•I. F(• x.nvl.« jY 1F11[!}EC4L9 .. M• :.n'n:. IFA I „W'II,M OeV,Ve n,YIM •' A •t•rN M -• 9J,w ( .anY u YT:r: .r rr. nJ. m r nF Yr:.ry ,e. ron Ill OplIONAL IONBOTTfNI ClOS1RE DFTAR Y2SMT INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL11) INTO POILRED CONCRETE, CONCRETE BLOCK AND `09D STRUCTURES EXtTnNG POURED c(kNCRLTE oA ! . 4.0 TAPOON CONCRETE BLOCK RE.WIRETt i ANCHOR w 12. O.C- Q. ...__.. T (i t/a'A tAPCON ANCHOR a 12• or. - I' - h4A t' HEX HEAD TEAL .I .._t._�.., SCREW O 4• FROM ROOD HEADER -, RFQUWD T T4K!' HEX ItE• TEX j _ • 4' FROM SCREW y 1s 7L EDGE OF /1� EDGE OF I E D ., -._ 1• I Wit - .- ' . 1 i2•.--I I I I. J� 1 Its LIa78aG 55 eM3I�� + u o,INAP rl 1 I 1/2' of E 1 1 I /7' n T Yln. If-SFPAGLASS I 1 EXiS11NG N t0 CLASS. = I CO Pdl wit 1• Min, f E7rIS1 'SCPAWlT10N - I V i _7LZ. CLASS ll D E �'•., ALUUMPAII ,. I (3 7 RNFE pUgg TO BUSS. N ALDAIMWY POP ' RNE-1 ao_--- E VVA-Linn wnay'Q" -O• �-. I 1 y.o-3dAr•�q�ya._ I N'-p• MAx_ A _.. _�_ iILbl. PANELtFrwTM 1 • S. p -. �.-- - 1 PANEL LFMG,M -1- aOtM- ° a I' tan, 1 N I IL SEPARATION II TO GU55. I ' I• Min. I IT---3£1n'OfATtDN' I THUMBSCREW SDN 11 1 SOr: II t0 4tA4S. I OF I .Vrr-Lenz` W -L` THUMBSCREW p I II I N 77 1/2 _.1,^4.9 IA+CON ANCHOR a 12. Or, 1/4.0 TAIRCON 17 STING FOURLD Y„' WOCO ANf.'HOR O IT- O C totic TE 0R - PLATE CONCRETE BLACK _ ... REQUIRED RF W"RFD WALL MOUNTING SECTION EZI MALL, MOUNTING ALTERNATIVE EZ1W SCALE 3/8.1- SCALE 3/8=T- L.4wI1/1Nly� ��`111 a; riul �;•''VGEN c'.P FLORIDA BUILDING CODE Non N(h VskiFif Hur lccne Zone) tlCTES: PANELLENGTH Q, 1°Q3° ADO• "n 24 GAGE GALVANIZED STEEL STORM PANEL1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D DESIGN FSZI BE 2'-6" g#. �, •} '.; o""'"'ar PRESSURE RATING ,/- 40.0 O.a.f. AND B'-0` MAX PANEL LENGTH, 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD . 3{ STATE 0 C�� GLOBAL F P 1L E C O INc �O,y: COR1V . �---` T a ,x9 • � 1� �111^PM� PROTECTION PRODUCTS. LLC. .a00 5• DI 11TKIi •1 a7fa/19w wN' MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC •t t $/ ""'E31 ,.,,, I+I:; •n ,Rn w•-'M. (J pLyq. vl FYIv4: L9r176eY-+1.+. ru 1Rs.ylR.nrl 20-175 DENSITY OF 0.55 OR EOUAL. •'"� cF-Oa06r14 /'xNI1RN/ nR.wMc M• ,'S4wM1U1EJGAR M4N Ay 4• 7 w am Is a Is ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNU MITED "-(PERP. lit PANELSPI04 TOP MOLINr (CONN- TYPE 45 NEQ'p) SE -MOMS OPTIONAL A."-M STITCH BOLTWING WITH FASTENED EKED WINGNU 15 FASTENte IP (,VERUAPS O NO DSPAN (USE 'y •- AWRORIIATE SPAN TABLE) It , a.0 PLAN VIEW � <y 5� 7i l BOTTOM MOUNT { ( )'- (CONN TYPE AS `-; R 'O CQ ) 110.391' MAY BE AT T _ 0.175" a OOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S ELEVATION TOP MOUNT CC Tv Lrllax 0.-. REQ'DI (SPAN ABOVE -f- - TRUEncxi) BOTTOM (CONN TYPE ®3 AS REQ'0) Im E T -OOLAf ON N 5 % DCAII M v VARY %££ IL UN A 1 N£uL W 2 _TOP MOUNT D7 (CONN TYPE AS REQ'D) BOTn7M MOULT (01 Um It TYPE AS 9E0'D) (SPAN BELOW 08STRUCTIO N) PANELS MAY OF NOTCHED AS REQUIRED, �-AL y,,'-2D STITCH PACIII THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS -ARE USED WHICH SATISFY WING NUTS FASTENED SANCHOREWEE USED WH BSTRUCTION. OVERLAPS MIUSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N T S ELEVATION ALLOWABLE PANEL SPAN E &GLASS SEPARATION SCHEDULE: :4 PAN" AN" _ F S MNAM St(MMMWi SEPAIIATW ROM GLAS. UM N {MVH2, WN/D lONE4 s FS'SEIZIMI iATAUfIFS ) MAR _. _ IMtPN ._ .... .. _ DESIGN VR RI ESsg 1°SF1 I AINA A g ' S►ANIIInAtlI I 1 T aflONs TES! M5 AU 1W11110'AlD1R OMOP WSTAItA s RGTIN ICON 4 iHAN 30' ROVE 'AA A G OE -.Flu • 4a / _ main EDa M B106M 7 1G1 16 ..ID •„ _ 19DDIn AtsS LaODm b.pb In 7161n • iAO •/S& R I Lie (M 1 1066m 6.06M 6for M 2161n _,. 735 tin ,/Hill E1]uT _ __ 6119 m._ ._.-- ISIm Nis$ $s1aM .__.� a7f in _.__.-.. ._. _.._-..-_._._. 2JL1, __.. •/70 STEAM too, !9D In , 7 7 ON 2 a13 N 79B1 n ERMINE MAXIMUM EL ALLOWABLE ABLt SSTORN PAN Ei N. SCHEDULE 15 ACCEPTABLE FOP USE WITH 4TI'PVANLOADS ADS LES S THAN OR EQUA L TO AJEVE DENLOADS. F ASTENERS' ARE STUDS US® IN iJLWCTION WITH ALL MOUNTING CXTRUStONS -TRACK. STUDDED ANGLE, ETC.) USE 6.25 . PANEL FASTENER SPACING TABLE VALUES PC "-HEADER U NG BUILD rat 'H"- AND'U S INCt DI IDIT10N5) EPA GLASS SEPARATION NOTES' -1 ENTEA SPAN SCHEDULE WITH POSITIVE DESIGN L MAXIMUM ALLOWABLE � '`�• DMIh N9nA 19 -- Fraiw DESIGN PRESSURES: dT,A 'Fill nit AS NOTED IN DESIGN DESIGN NOTES: S�"®��` �; POSITIVE AND NEGATIVE DESIGN NiE55URREES5 CALCU LATfO n 80 FOIL USE YVITH THIS SrSTEM SHALL BE DETfIEM1NF0 PER DI 1 AC H SEPARATE ENG EER NG IN ACCORDANCE WITH THE IOU- �` �G yy C [ p U R ERWNG OD R R IREYHEM. AS GO TERM1 I A ppRREE�,,��g E� TH A 7 AND CHAPTER DE NEP N CCONDANCELI SCE c O N 1609 OF THE FLOIWI A BUILDING CODE SHALL BE LESS THAN O0. EQUAL TTO THE POST. VF OR NEGATIVE DESIGN W ly = S > ry Sa 0 PRESSURE CAPACITT VALUES LISTED HEREIN F00. ANY ASSEMBLE, AS SHOWN. pt m IS GENERAL NOTES: - i,ITS 9PK IPL(ATION HAS BEEN DESIGNED AND SHALL BE FAOAICATFO IN $}�� of •' 1 2 NO 33-1/3% INCREASE IN ALLOWA ILE STRESS HAS BEEN USED IN THE DESIGN OFTHIS SYSTEM. 1. THE ARRfEHITKTIENGINEER OF RECORD POK THE NIOJECT EUPEAPTIWECTII0. WITH WHICH 7MI5 DESLGN is USED SMALL BE RESPONSIBLE FOR L INTEGRITY F P G SURFACES TO THIS DESIGN WHICH F TEG 17Y0 ALL 6U PORTIN 6UR E• SMALL BE COORDINATED BY THE PERMITTSNG C1'%K"&TDR, 1 5l PARAT[ YIR•SPECIMC' eDALCD EN02h E[0.ING SHALL EE REQUIRED 1I1 HERER TO DMATE F0.0E1 LOADpS5,, OEf1.ECT10Nf, OR SFANs CONTAtNEO NEPEIN. CONTACT THIS ENGINEER FOR ALTERNATE SPAR CAI.CULATIOR' AS MAY RmREQUTAEO I E ION FO EIPeCIF C SI N 15 OENER C AND DOES NO PROVIOC D M [ 1 I FD 6l rl IN NE D GIST M N RMATION FOR R SPEQFlC SITE. POR TF LO D O Iron: 1 OM 1'N6 CONDITIONSDETAILED MEREIN A FIC DOCUMENTS INFER OR use IN STEREO ARCM NCTIONRLLE9E SIiF SPECIFIC DOCUMFN S FOR NSE IN 6O r1lU ACTION RESb THIS UO NOTED HER 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 11 TOR A BOTTOM DETAILS SHOWN MAY at INT[ACeANGeO AS FIELD CONDITIONS DECTATF. PANELS MAYBE MOUNTED VERTTCALLV OR HORIZONTALLY AS APPLICABLE. 12 CCWCKETE ANCHORS NOTED HEREIN SMALL6E EMBEDDED To NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MA NUfARUR RS RECOMPIENDATIONB, 77. ECOMTIUCTOR IS RESPOM;I LE TO INSULATE P TALL Try 6 ON RL715C F Gi T PREVENT E ECT0.0LV6T6 MENDERS Rt1N DIS.. HIIAR NA Eh7AL6 TOP L 11, EPA)INEERSEAL AFFIXED HERETO VALIDATES aTRUCTUAAL DESIGN AS S44OWN ONLY. USE Of THIS SPECIFICATION BY CONTRACTOR. 9t. 34 INDEMMIF1 t SAVE$ HARMLESS TmS ENOINEER FDA ALL COST a DAMAGES I ���0IN6LEG llllgA'llLLA EIEE6 'E ILTWGIW"MATERIAL FA811tCA' .on, SYSTEM ERECTION, A CONSTRUMOR PRACTICES aEVOND THAI w ICN LS CALL19 FOR BY L A STATE a FEDERAL iDUCS IRON H OC 4 DE AL 6 DEViA1110115 OF TIDS "N. 1S. EX.CVTASEXPRMSLYPROAbEONEREtN,Nn ADDMONAL CE MOTIONS OR AFFIRMATIONS ARF INTENDED. R Tl EU Is A TRERT10N5, ADDITID45 OR On1IR MA0.KIN(5 TO THIS DOCUMIM osiARE HOT PEMIIRED ANDINVALIDATETHIS LABELED ABE EE WITH MIN pl. PANELS SHALL OF PERMANENTLY GU_CWIWITHAOVMATIMOF (l)U3BEL EP FVMZ 3 O FEET. CONTAWiNG THE POLLIXYING INFORMATION: All AMERICAN SHUTTERS AND GLASS WEST PALM BEACH, FL TAS 201. TA5 202 A TAS 22pp3 UDRIOA PAODUCT.4PPA C AI NLINBER VISIT ECALC.IOTS1613 $rQ PgPNA;lib WUPLAN9, PIlrONR4,rtR„nT.in T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT a4 to f L05 i g 'M HAeaw 0" 01. 01 2". r a, 2411SC' &Wdw (r HAA4Ar or IY 17� 13, 211c ts- ir' 2z 0' 21" 7r 28" f 2 2+ VU' a0v r 2r 2i 2r a 2 4' z 26 0 a 2J' 23" Zr23' 70• i- 3 i i- 10' 2 • a r O • T avRfwrF F~ rpLN r 2 A x 1' N 2P N" 4D" ST' 2 iKk• _ ' 2r 31" 11' _ 24r 5Y sit• 1a II- 0 3! 25" 22• 2Y 3t Il' ]I' _ IYV s►,e aR M11uA rr 7T D F- pxAOI rA9wK 24` Y r 2 Xl' AC SO" 1P _ AC lr M" ]0' Sr H 0 1•H J AR,fN D' a a' �" xr f r :>?' le- ID n 'P- tll 2 r 7 r r >P Aa" so- 79` 4C r 4a" 30" 6]' SM16 7 21' 1 SP ] 7a Y 11" u" I 4 1 20-3T543 1 ory r M .a. OWViU$a !u e a a w m= c m S . O •" O rvJ EZf - 9� S N R 3' �u CfLNANR W,frm1 NPAt A•t MINI,nP1 LLlNW4eLF 6nANF 9Atf0 Lw 4JYtrMRWAnuN Or MCA,N•m', Ln AW){T1r•r 101 oA WT1Uh •AxRL LeN1:IT5 use Tn+N nT1Y54 NG130 ill TAME AOI:Vf nil Nnr V) µltn4tlu, LL ] NO StPnfATiDN rPOM dual tS N[Rhi1Mt0 VARh PANEL IeW.T, l6 U.GIr. npN rrrA+ 111 H,N g' kt9P4ciIN x0 Cr7MNMA --A �a MuiRrn 1 Sint car_ -, IILeO Eon ALL W1LOI o N "ift, IN "Lla aovY W,M'.e O". to ii, V.I. OM w.aa wnN wtowrrrAlNnrlGca.Dm IAto 13eN,AAnOn r.wM rAAs53HA,l MP1R DM, oxa •soli 4. TPeu or .2 5 rD OOTM 23gr fwtTH „Ii wrtHpJT STi1r1+00t151 AnD vp4 •wail, • emr wTN NAµN 1� PASThaN_ N 17 o P OrMUNGs. S w• snN 3t M, uN,c. Iw1IJ1n4 Tar oM eoTroM n Yu n M•P weL w,ArM BM U, TIT IM MA gINI'I'1. USYRi nNY IOwn11W5 (1T.OItiW 4Y14wJ IN TNET pMWTNru f ¢y A /L1r0'�P'TIONAL INTERIOR FASTENING DETAIL \J 1I.T.S ELL-�Zf Lp� yil SQ C _.r, azs „u1 NNMn Inn roue r P1,M tort., �" g l ,�) s i w o R pA0!•CDN 2 4 Q M "TVA•YS wALA A 1ICM 54� r M AVSc MwA^ II®'4iVINONI.r ]N IMTLTL Malt a ':ON `14AC.D NL K 1 M bO w brJN)W WALNpe P I 99 4 a L & f WI el 'O.C. MOeJi 2K I CI,ll MOUM j L HA ADHPA CEµ1 CNIAUS t04 Ill � 12 Ll C � Lt' •i AM11 I PDITDre,ft L, lit I - -1l Pt0'P\ IAMMP y CR ' Y-( ''. RA'� IDt'N cow- .5 'MD S m, LOM�'Y•e - rL.lsuM M,1. FIAONG OF NAt 1T•E AUtOin IMANo- WAVOR41Dait, alr M 20-31543 FAIRL ADIKEW 10 FGra561YMMI rA&o_F%KAp!T ois M OPTIONAL EGRESS PANEL DETAIL IN 1'ERIDR FASfFN INC a'h v IN 9 LLJ O c- CV3 �l cc G CD 7•C IH CL) � .Q W W O !•. C W W Cc 1I 'as E EO O d J w l 1-161. FBA: 2.250" 1) 4" r2990- 2750" , - 2o,D6o° vN 1u s uu -•�0 094` » O.ISO" 1U1 a f ♦ 14} O.c f,2 s" 0094" S.Pan".RV p ,-din n Typ, .09r1 T` .l.lzo^ �. ivP. TYP 75 1 1930" 1:930° n� r0,D67'. o -0.062° }_ 0.062'3 �062" �w r°-125" 2,D00" 062" Y o .2 1 1 P y�^ ,03°" .. LODO"-�p2020° .140" -•1 2.000" �1 2D0°" I� �. 12L' IEIleO-OUT 'U" FNAIIFR- J-PAN Cl0.•AIRF LET- r m a ei I 390" MAY _ 0.313' I I �D 71 ` L51 t.560'f- I.S60"510 U365' y�11 rr��77pp 0376' 04gg22 0375'-I H- 0 16 �55' 0.35a -1.007" 12.50a'PIMIEL COVERAGE { O.L79' "' 5- 0.19� �•-IjIr0.65!" 01 190-i F�(" ( 3 i A� -I1• IF"iiiiLLLt--����''iiEtL-�"" 0. 0.250"I O.OSD' ( m� 14.a75'MNEL LENG7 a Imo'-��'b� �'-'( LCa f0.545 .15D $O PELL o U 7i- FP MAY n 0 OBS" 250" 0,090 + NYYwIHFU 0,213' ll5 0 7Lo" OO 135"TYP .305" E,y d elNl.o-dIT'C IRACN r L -... ....1YP�.W D,D90"ACN�„ 0.7p0" ���,�3 ��1S- U,951" 0.190^� ass^ O i•:�NF 47 r e { Z rtI eL W in D ae,eROeo � `'ry�g• TIME Y •z+.::R TYp, n:� U':1M nvUu "r' ANIFE-'1NACK IEILffiIOmI Z2 N 2 Q 4 Y}0'h•C•iJ-J H:L YCAT(P 8m 1000 II .r ;Mlsrw r•H OVERLAP 4" FRA x. - /.� CORIlFR CLp5VP3 OETNL L 2 $" Mall- N I%QEI V 0.196" r ?., kIrIIL:.o•Knmx �Q - ' �.zs MAY. Z o 'Ix L•...a a MAX O ''x^''f'^°'M-= ',--IL::.µYr1" .ncrrxrr-xal^••Her LU tiJ ^Max n+. DVhD-IXlT sT'xen err' -aecw .Y,r• .NT9 M ,IN FY IF, 11 CtSTANCE Jr A'1' F ' 1 n r g O \�10-IJ: Y.,'i a:IC"••� IT'�a•,+ �w'Ik'Y4 •LV u':. i J: Q EMBED LaNI.: •,:..1• Lt`A4IV.XIV ACJ,i O,: IM:.ry,rrv.rA,Vrl 9 M -� M.Ya3 ;nICLJ IIr , O %A 1.DI)0" 'Y:1li.: ti•„ LAA.w .•1tm'cNr Jar- 1 ,, OVERLAP *"AxD ~ I uVn:v. 1.SD0 I M LN .so4'IAA7(Mi7r"•xn P 14:.Jrf':..sr .'r .N>•: maP•T.!. rr•wnm. L1��66 i�L V n TMPNIYIrn CUJSURFDMAa ,i•3-A LT..1f Ui3 '1 .�e C 13i RI artrwlN rcxxnN.Lcr_ 20-31543 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS B 12 S" O,C 2.3" ®GE OESTANCI N rAA eaEeN U T A'.6' SPAN P up V IP 9 To 10ir TIP! CORN lY►F DDYR lY►E aY[NOR pugs"" P few) C G C3 r1 1 3 ClG C. C1 C G2 CO U 1 w1 , llf0, Ta aORE, .. 1 12 S 1b 0' 14.1' 49' 1L 5' 76.0' 10.2' tie 12 4" IB0 9.1" al' ITEITRA90 131212..555 11L.af' 666VaL,"" a0" 12.5 IS 01. ee 5.5" 13.5" 1610, a7" SIN' +• ' ' 55e3 55 l6b0' .Jl'' S 12e l6 a B1 AA' r1I �� ' i]I 5O]' ` 11i2 s.a4- 123 16.0" ai' bw"PW 12.5' 160' 8.1'60 51 SZ.S- 16 a' 9.1' aA' 125' 16.0" 61- b.4' ,J• I IMIII' / . it 1]., 5 ] a' 1 -0' 6 6 tt a' 1 S 1d.D' 15.0' L2I 12 b is D' 13 4' SOJ° Dlrexi UltthteOx t 4 1 •e 3 S to,D 1. 13 a' 12.5" 16 e• 1 ,6 12 s• 6 1 .n' 0 2 9 6" >2 5' T, 1 a 0' 1 9' 11 9' 12 4 16.0 11 9" 9 1 12 1" ta.D 3 9" 9.1•' n 1 �p t 1a Sea' 3e• 1 n. • x2.! 1e,D 119 95 i2. s 76.D 1ta'• 9s" 11.5 260"il9' 0.5. 1 5 3 ]E O'11.9 9.5 125' 6.0 1.a" 1 1 93" T7 G Iw f•'NA 13 12.5 16.a fA. 1 o,• 0 S21 3Aa' _ iS• Ili 125 l6-D 110 19 p LID 14LL Wr540im SFr 41 4B 12 9 le a, 16. n' 1a�e 1 . ' 1a a 1L6• ie a aY• 16.a it s^ tar' 12.5" 160"15C 133S'ZZS ]B0"11.5 iDfi 12 S, I6.O•J 2.5' in fC, }�( q•�'!R` 32 12 S' /6.0" fa 4' 1T.3" 1215 IR.O" IL5' f06' 12�!"' 16.01 12.3" lab" N1+fi. 72 s• la 1 . ]U.S: I2.S 1tl 0' 3LS" 1 6 1 S" 1 .5" 1a 6.1 N 33 IINWNI A M IIF V „ _ I 43 ll.r 12.3" 14 fe. i6,a' ia0" fa.f7' 16,a' L2 T Te a 12.5' iA o' fa 0" 15.1 1•.2' ,1 12 S" I2.Y' it D" la 0" Is D.1 16.0, 13.6" 116" 1L.T" Its' Ida 16, ' lwl" IS I' 30 tl• 11 S"12 5' 1E 0' is Ji'• ll 1" M X 32 12.5 36.a ' 16.0• 13U 13.5' IG.O iS.F' 112' 12.5" 1 " 160 Sib 1 .2" l 72 32.5' SRO" IRV, 1 .2" 12.5' ZE 15.S• ! 5" e ° 9 b" 1 V' 2.5" EDGE DE6TANCE 3,f6•. Yl/4-CMOm 13 625' T. ,N wM I U, iRN.°x 41 4.2r 4.10. 3" 46 a2Y 11^ 31 s W ^ +p , ,.ty IRm r, 13 LB. a • E.7 •0. 1 4 U•NNI -rtll 41 11. IF, 1., 46 3 5" 9 T'' 3L-�� Si ax9' 10.a' a25" 9.3" 6,15. 9.T' 44"r,-lie•eMYHII 13 13.5" 3s a• I.E. 1 T.3^ 12.1" 13w" S.3" !.P• 625" 12 a' 44" 11.1 U nw Ss rArcou 41IL Sz.9 15.6" 6.0 S.I.a25' 109 lib 6125. lDr +.o^ I" 4 12.r' 1] T' 11- ! A" 1 IS Its" 30.] • 4 P' 4 p" 423- W./ 41" 40" M r' 1 5*1 I 3' 4.7' 4.6' 625. 1117• 4.' d a25' 107 dl' 40^ EF3t...__•,•M,...•..,_ 52 7 a 6 F Z'; A. " • 11" b' 0 _ LO 4.2" 4.0" i I•I"YIN• P'MI 3 r r r t us lDa'141' 11 r' i2Y 60 9I' 119. I" a' f 3 12.5 16.0" 7l 1" P 0. ' 1 Lao 6' b.]' 9 125' 16 7 I' ALL Omr9 u0 OPT 41 1 w 12 S ' 14 0 7.T 6.2' /2 5" 16.V 7.7" b, " 14.a' 9.7 .a" 12.3 x N fill 5Z 12Y la,a• 9.f• 7.2' 115' 16.0• 71' 6.212.1 ,0• 7. /1 12.r 1e a' 1 7" 02' 1 1' 7 1• 2 61" 111.1 161111 11' la.!' La.O a v. 1 L +• exete I 1 u 1 l2.r' 1e.0" a4" e.e" 6.25" 11,!" 4,1" 4.!" A2!" I0.3" 4.6" 1.7" lnwNl •nx YIMA,. u 12.5" 1 A" 2" 3 S. 4.a' 6.I5" 9.1" 1.R" 1]" 9. a.," au" 3 36" 44 L 6.25' its' At- 4. - 6.25' V 3.5" 3:3" 25' 9.2" 35" f.3" f 5 a 4.tr' la t'• w3 .a' R 5' 0 T" ] e" 2,1" 4 3 ' 9 2" UP 3.7'• T 3 T St /2 0.29' 9.V 33• 9 3.7' ea!" ft" 2" 35' 7-7" 314' EDGE DIsTANLx tI:NJ TIN IO '+'-IY FI nN In• III R-II' NAYN III III 11` it ;' MAR ....DR COR pllllTwe N T»E a Q C3 CA C1 C2 L. - WYN TYPE C1 C1 Q _ J I(. ANCNON PRESSURE Tyre(IRSIVI iln'rT EMeEL, 33 L2.5' 16. a' 16.0" 10.911 12.5' 160' 160" 75" 13.5' 16.0" 36.0" 12 T s 100 I a B:II 12.Y 1Ra' 150 6 • i 3T i D is PLA A,It(-: •'•, 41 4B iT. 1-a' 16.0 7. 5' 125. 160- 47' 6.U' 1. 1 23 160 14., D' 17 r' i6. D' 16.0' 69" 135 Is W. 14,7' En" 725' 16D 11 T 0" TQ1AU1► e2 T2 L2:r 3°D 147 t1i 12 s" 10.0• to 7• 9I iz. r' Se.a 147 u9' _ •11, 1 V CM6R, 33 12.5' 6. 150 1 D 10.1" 12•S 150' 131' .0 12. 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A p" 1!'IRr.0 ANCHOR NOTES: 4NCFN70.S JI . l CHEDI FAPPL.IfS TO ALL PRODUCTS CERTIFIED HERE1N RUT ONLY PEDyl0E5 MAXIMUM ALLOY/ABLE ANCHOR SPACING, MAXIMUM ALLOWABLE BRAINS AND PRESSURES INDICATED IN SPAN SCHEDULE SMALLAPPLY. ENTE0.ANCHOR SCHEDULE aASEOON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR TYPE. 562,7 DMGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN UJAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN,SELN:T CONNECTION TYPE BASED ON APPROPRIATE MOUNTING OONDI'ILCN (SEE MOUNTING DETAILS ON SHEET FOR IDENTIFICATION OF NNECTI N 2 W O TYPE). 3 "PANEL FASTENERS^ ARE STU D5 USED IN COW UNCTION WITH ALL MOUNTING rXMSIOM f'F•-TRACK, STUDDED ANGLE. ETC ) USE 6.25" CI PANEL FASTENER SPACING TABLE VALUES FOR ALL'Ili*- PAID 'U'-HEACePS (INCLUDING 9U ILDOUT CONDITION 5) A ANCHORS SHALL EVE INSTALLED IN NOCORDANCE WITH MANUFACTURERS' kECOMMEM0AT10N5 S, HOLLOW OLOCK HOST STRUCTURE! SFWLL CONFORM TO ASTM C90 V tiLACK MOJIMUM EMBEDMENT SHALL B NOTED IN ANCHOR SCHEDULE, 6, E AS NC 7 MUNIMUM EMBEDMENT AND EDGE 0157A NCE EKRUDES 5TUC 00, FOAM, BRidt, ANO OTI•EA WALL FINISHES WALL FINISHES SHALL BE UMITEDTO 1/4" MAX OR SHALL BE VERIFIED BY DrHERS 10 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED f0 UN-CRAO CONCRETE ONLY 9. WHERE METING TRUMURE I6 FRAMING EXISTING CON iTIONS MAY VARY, 5 W000 D RSTE VERIFY OO FASTENERSARE INTO FOR SIDE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTIBIWG T 5 0 PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURP PIKt, 10 WHERE ANCHORS FASTEN TO NARROW FACE OF 51 LID FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' K 4" (M)N.I WOOD STUD (1" EDGE DISTANCE IS ACCEPTABLE FOR W00 FRAMING), WOOD STUD SHALL BE "SOUTHERN PIN' G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. It RFMOVHBLE ANCHORS ARE: DEWALr VANELMATE, ALL -POINTS SOLI SET B BRASS WSNWG 12 MACHINE SC' Eft SHALL HAVE Ill' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANr4OR RND MAY HAVE EIt'HEP.A PAN HEAD, TRUSS HEAD CYT WAFER HEAD (SIDEWALK BOLT) U. N.O 13, MINIMUM EMBEDMENT AND EDGE DISTANCE ERCLU STUCCO OR OTHER WALL FINISHES. 14, BBB DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. IS 7)1 DIRECT MDu NTJNG CONDITIONS L5 LINEAR INTERPOLATION t5 NOT PERMITTED FOR USE WITH THE ANCHOR GCHEDULES LISTED ON THIS SFFET MITI, xNnnpYG R_ 20-31543 Atl N O) cn �• o o }a U s- � Q- o 0 C U �--• 0- x� y ) /t 1 W �--x o O O �t••iT-�� o LL-i•� 0 1f) Cn3` W E L O ^^o,, Q _6 _� VJ Q Z Z LU J ^W i `^is w /•�( C V O Q_ �J U O L U W rn EEEEEEEEEE� C/ I L1J a Z Q LL SHEET NO. MIN SH 1.5