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HomeMy WebLinkAbout36360 Well Hill WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing Be 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 Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. 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) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror 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 O.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 wl 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 We or W.I.C. Walk-in Closet FBC Florida Building Code PUNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished 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 C.M. 02-13-23 8.0 STD-LT-2023-MOD ELEV. PER C.M. 07-05-23 8.1 REV. LT BAND TO 12" PER C.M. UNIT -A 1532 nil ... 1 10101101011 on 17 ONE loon U N I T -U I OZ4 U N I I -U 11OZ4 U IN I I _U 10/-4 001 6 - UNIT TOWNHOMES (ACCCCA) U 11,41 1 _U I 0L4 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 3.1 FLOOR PLAN - SALES OFFICE (OPTIONAL) 4 FLOOR PLAN - UNIT-C 1624 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1-2 EXTERIOR ELEVATIONS - STD 8.1 ROOF PLAN - STD 9.1 FLOOR FRAMING PLAN - STD 10.1 ROOF FRAMING PLAN - STD 11.1-2 ELECTRICAL PLANS 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA1.0-2 PRODUCT APPROVAL SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and _UNIT TH (1532 162 debris off roofs, make sure that water flow is away from the 4 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. ern N O N co GO Z °f V N C G1. d N O m Q !V Y � v 4 3 m m m� 'C m cc N f.L a c E to o a W C2 �1 W N O i UJ U > M O N W Z N N 0 : L E Wk0 .`�O� •' G E N S F• �'. No 750 -5 . STATE OF ,-, S S .. o 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 o r g E ^ N O N r` 0 � u M rr a a Q LL ii a �0°x$}a m w II: L � C �T. W 2 � d ad 0W co 0 Z N M Z F ILO g 0 ILz 2 0 00❑ W U Z i3 z z � (Z N N N _ 0L N c (tip w 2 U a� • < EH w o0ow a� a aZO rog SU _ o �� 0 W irk Z` a <S Ww C Y 0M LK Z R ab �Z Wo� d5 c T > OO = ui m � N L CID LM T� T— T `i }� V d7 60 T cn m n T _ � N LO M IL0 iC It C) (V O � Cfl N 1 N r N O o Z Z E f— c a 0 U - Q O � JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 1 -v Cn co i v N 0 .a i rn 0 J 4 I r2 C1- cNO I v _ Cr 0 r` f rn J 00 M i r2 r M N 0 i v _ Q- cn i v+ C 0 3 rM O i 0 E 0 0 c J c 0 v J a> LZ M N 0 0 0 0 0 a CV O v 0 a; 0 0 z4 w x ME m 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 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Uj way co CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" -`;,;��- �•; #5 CONT REINF. SEE FND. FOR ! QUANTITY •••-' 'I'' #5 X 25" X 25" • �" '?'' • j; G CORNER BAR ONE - .; •. • FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=l'-T (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1 „ BASE PLATE 5 5" SECTION A -A A SCALE:3/4"=1'-0" 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: 3/4" = 1'-0" 4 M CD 13'-4" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C 3'-0" x T-0" x V-0" (2) #5's PAD PAD wl (4) #5 E.W. L L S3 2'-0" x 2'-0" x V-0" S HOSE-2'-0" x 2'-0" x V-0" S3 wl (3) #5 E.W. BIB BIB C w/ (3) #5 E.W. KOO-- --- I---- — — —4— CONDENSATE r�CONDIC3I NSATE 61 OL -4" ELEV. FIN. LINE 1 I LINEW -4" ELEV. FIN, 1 I A o CONC. SLAB 2 o CONIC. SLAB 2 S3 I I ; 1' 1' 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10' 6'-8" 1 4 -a" I I 4.4" I _ I' 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x V-0" w/ (4) #5 E.W. PROVIDE 1-V RECESS SLIDING GLASS DOOR. MASON'S SCOPE FOR 1 ® I M I S3 PROV �[1611 I I I MASC I I oo L PROVIDE LINE FOR -5a I I 00 1 PROVIDE LINE FOR I ICE MAKER D1 I I I D1 ICE MAKER I I p�J� ��II Ili J`i II I I 1 3Y2" MIN. 3000 PSI CONIC. SLAB FOR r N ` I � II I I �� j (I HERNANDO COUNTY ONLY. 3Y"MIN. I _ 2500 PSI CONIC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I DBL. SINK / 00 I I I DBL. SINK w/ C.J. - - - �DISPOSALCO I I DISPOSAL - - - , C.J. T I IIII �) II rJ III III c, II l� IIII I I "IL J JII I I I III JL_ JII 1 1 I L-- _JIL -® -.�I IL----JIL _ -J —E==_ I —E 12'-5 " 5'-104" 1 t 1 5'-91" 1. I PWO I SYMMETRICAL T-0" x T-0" x 14" VERIFY w/ (4) #5 E.W. LOCATION OF A/C AC PAD PAD L HOSE S3 2'-0" x 2'-0" x V-0" BIB wl (3) #5 E.W. c51 CONDENSATE -4" ELEV. FIN. LINE 1 Fii LL, 171, *CONC. SLAB o 2 1-0 q 6'-8" It 1 3'-10" 3'-10" 10 2'-8" 4-4" 1 1I I 1Y 2" RECESS FOR II _ P Dom" RECE DR--- — — — j— rLA�60UR. Remit r SLIDI IG GLASS DOOR. IEFER 0 I I I SCOPE FOR WIDTH I I MAS 'S SCOPE FOR V IDTH I I I" ICE M I I I cD M I ROVID ERE LINE FOR D S3 I I S3 �L JJ �t I °0 I DBL. SINK w/ &DDISPOSAL f C0 I I I I i iILJLJ° I I h,� t J�---- E3 „ I I 12'-2° 5op PWO I I PWO D1 I I D1 I U U I to U I I I I I I I I I I I I 14'-6'1 T-1 " L. 3'-10" 4'-2" 14'- T-10', I OL 0'-0" ELEV. ® I FIN CONIC. SLAB L - - C.J. _ I GG I S3 ® I I @ FOUNDATI( 13 JELEV. APPROX. 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1-1/2" ■ IBELOW TOP OF r- EGRESS DOOR ITHRESHOLD. FIELD VERIFY I T PROVIDE 1/2" RECESS FOR DOOR. REFER TO MAFRONT SON'S SCOPE FOR WIDTH ■ I -4" / r I r-7 Irn r l l I I I Ir _I I_• I � I I I — — I GG S3 @ FOUNDATION �2�-,O- 2',0" I I 16'-0 LO _I —>—I— -'I IL -I\JI I I I(I )ll I I I I I^ I I I I I I I Y N ILA H I I a 2'-102'-1Oq" FM24 I FM24 I I I -0' 4'-0" L '-0" 0" L 10'-6" 1 V-6" II I � Q IUD 1jill ELEV. FIN. I I -4" ELEV. FIN. I CONIC. SLAB I I CONIC. SLAB PW01 ---- - -� D1 0 I " C.J. I C.J. o I I -4-5.8„ o� I I I _ _� c� N CV N L o I w/ (4) #5 E.W. I q S3 S3 �' '0 55 I I I 55 I D1 I D1 I ■ I I I 2'-6" x 2'•6" x V-0" Ir A 9 I I I wl (3) #5 E.W. S3 J I I J I I + I Q "SEE S-3 FOR RECESS OP T S3 BBSEL N J —(2) #5 VERTICALS MIN FILLED CELL 1_81 81_01, V-8" L V-8" (2) #5 VERTICALS MIN FILLED CELL r I I I I I I 4 I rill OL 0'-0"ELEV.0'-0" ELEV. FIN CONCLA . SLAB FIN CONC. SB I I C.J. C.J. GG S3 i @ FOUNDATION I I I I 6'-0,, 2' 0" III I � I III T I I L. J I I I I I I I I I F I I I I I F L ` 11 PROVIDE 1/2' RECESS FOR I I I PROVIDE 1/2" RECESS F R �4 S3 `� ILA AFRONT DOOR. REFER TO L FRONT DOOR. REFER T v I ASON'M0P-ETOR VNIDTH MASON'S SCOPE FOR WIDTH L 2'-10J" ® ® ® EO I ---I 4" -4" 0" '-0" 4'-0" / 1I-8 114, 4'-0" / O" O" I 10'-6" 4 00 4 -4" ELEV. FIN. I o CONC. SLAB ® I ® I PWO U 0 4 in C.J. — + _ C.J. N ® ELEV. 1BELOWOW F.F. IT I E1E2 . BELOWL PROX. b F,OW F.F. ED I ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 MORE THAN 1-1/2" MORE THAN 1-1/2" BELOW TOP OF I I BELOW TOP OF I D1 =� EGRESS DOOR °0 EGRESS DOOR THRESHOLD. I I r" THRESHOLD. I T-6"x2'-6"xt'-0" w/ (3) #5 E.W. FIELD VERIFY I I FIELD VERIFY I I 4 00"Wil I I J S3 NI` L �t S3 I L S3 (N HOSE HOSE #5 VERTICALS BIB BIBZ1 MIN FILLED CELL M 6'-8" 6'-8" V-8" 8'-0" 1'-8° 13'-4" 11'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM M 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG, DOWELS 17" EMBEDMENT W125" EXT, ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Ye"=V-0" e+� N ;C2_ CIO w C2 "ms�c O 4+N]�iC C, a w d C= cc o A a CM 0 N N 0 ALE Wko" P,�0 • •NO CO' 50 ► o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residendai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a $ g " N " V d c J LL 0 fnNO� U, 61 yMa W Q U.�U.LL G (j 103 Z L N 4 0. 1 C, � H (� (� m J Q W E,Gop.cadum 0 Z y L Z 04 z O U ❑❑❑ Z W z z z rs� v QU) N �4--J U � Ow Ln c U E 8 I _ U 0 Q s� M M J LL. � a � wo a � rm a o 0 our rti � U 0 U z It a�wo C �� U� z 15 � y„ sZ a � w W 05 o T. > 00 T pt N ce) CO T s Cr rn aao m U)04 r F— O L0 M LA-) C .0 CN N4 O `I d IL.c) Lo c.6 � "r ui Eco � N 0) vi O c ? = E T— �`' a = a c0 a m JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 2.1 rs 3 i M LO 0 v v- C/) 0 cV n I rn J i r•7 r2 1 rn i CD N r� 0 a- 0 CV n i J 00 M i r2 1 N M N 0 v rs C cV 0 i CL FR N N E: CU x 0 c J 0 J a, r7 N 0 1 0 N S 0 a N O CN N 0 0 r-4 w 0 z W w m a v cn NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN w z -7 'x w� CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FND, FOR QUANTITY ,; sh. ''• #5X25"X25" • ". CORNER BAR ONE r..... - .1 `.;. FOR EA. HORIZ. • '`' REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. 9AV 4° \ 4 \ ° 4 q0 e• e • • .__J 4 e (4) #5 __ _ a° ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1 BASE PLATE 0 In 4 SECTION A -A SYMMETRICAL 18'-0" 18'-0" 18'-4" 3'-8" 13'-4" J'-0" '-0 13'-4" 3'-8" 3'-8" 13'-4" io1'-4° VERIFY 3'-0" x 3'-0" x V-0" AC PAD LOCATION OF A/C w/ (4) #5 E.W. — PAD --HOSE L BIB 2'-0" x r-0" x V-0" S3 wl (3) #5 E.W. mm - - - 7 I I— CONDENSATE I 4--; LINE OIL -4" ELEV. FIN. 1 Cl CONC. SLAB �, 1' 2 2'-8" 3'-10" 3'-10" 6'-8" � I VERIFY LOCATION OF A/C AC PAD PAD L 100Q S3 2'-0" x 2'-0" x V-0" c w/ (3) #5 E.W. VERIFY AC PAD LOCATION OF A/C PAD (2) #5's L 7-0" x 2' 0" x 1'-0"Jff- S3 w/ (3) #5 E.W. v CONDENSATE 7 F CONDENSATE I� LINE I LINE 1 4" ELEV. FIN. I I OL -4" ELEV. FIN. CONC. SLAB 1 CONC. SLAB w a 2 y 2 0 ti,_0„ I I d n 1' -- I I— —I — — — PR VIDE 1 " RECEn''S FOR — — P VIDE 1 V RECESS FOR _ — 4FOR I — — I _ _ _ PRIDE 1 RECESS FOR I_ I I SLI ING G SS DOOR. REFE TO I r II�LA3�bOIT. R TO- I I I — t SLIDING G SS DOOR, REFER TO z I I I I MA ON'S OPE FOR WIDTH I I M SON'S SCOPE FOR WID MA N'S S OPE FOR WIDTH PROVIDE LINE FOR PROVIDE LIN-PROVIDE LINE FOR INDICATES FILLED CELL W/3000 ID1 ICE MAKER I S3I ICE MAKER I I ( D1 ICE MAKER I S3 PSI CONIC. GROUT FROM FTR. TO BEAM WI 1 #5 REBAR VERT. I� I�•L I I I F\ � III I I/ •L I I _ I ABOVE SLAB. TYPICAL @ ALL 3 2" MIN. 3000 PSI CONIC, SLAB FOR I PLACES SHOWN HOOKED FTG. lit (I 1 I f I T I HERNANDO COUNTY ONLY. 3Y� PSI CONIC. SLAB OVER 6 MILIN I I \�11 T Ijl" ' lJ T I T DOWELS 17" EMBEDMENT W125" EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL D®BIGINVIllwl I � I I I I DBL. SINK w/ I I I coo DBL. SINK w/ DISRIDSRDSAL - - - C.J. C.J. _ _ _ DISPOSAL DISPOS I III � II �, IIII I I I I IIII �� II �� III ul ��IIII I T III-JLJIII I I I , I Illl_JL-JII I I I Ill_ L.Jil1 1 I I L- -�- I I_ _� - =�- IE -2_ =-AIL _—� 6-9$" 12'-2$" I I 12'-2j" 5'-9 " 5'-10 " 12'-5j' W01 I I I I W01 I I PWO1 D1 a D1 D1 CD d d CD I l l I � I I I I I l l Cn T-10" 4'-2" I I 14'- T-10" I 13 -10" r-1 I I Igk r� 4 0'-0" ELEV. I I 0'-0" ELEV. I � I I I I r FIN CONC. SLAB I I FIN CONC. SLAB I I I I -�-1— I- 4 - C.J. - - �- -+--I- - - c,J_ CD s3 I I s3 I I I I @FOUNDATION I I I I I@ FOUNDATION 2' 0" 16'-0 6'-0" I I 2' 0" 2' 0" 10 Ile IL_,I\j I I I I I I L_,I\iI IL I,i I I K a° I K cD ( I I I I I_ 1 ' JH CV rD I CV I / CV _ �� S3 P OVID 1/2" RECESS FOR ROVIDE 1/2" RECESS FOR S3 L.L U�_ I v FONT DOOR. REFER TO � ILO DOOR. REFER TO J v I I '-10i" SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10j" - Oj" FM24 FM24 FM24 I II I 10,-6„ I I 0„ „ 4,_0„ 1 J 8„ '_�„ 4, 0„ Loluolll I I 10'-6" 10'-6„ 4 -4" ELEV. FIN. M ` ZD I I CONC. SLAB I I I I � I -4" ELEV. FIN. I (cQo PW01 I ® I ® I CONC. SLAB PW0 2 C.J. I I C.J. C.0 I I0 I 4'-6" I I 0'-0" ELEV. FIN CONC. SLAB -�--- GG ( S3 I @ FOUNDATION I 16 � I I I ELEV. APPROX.I 1-1/2" BELOW F. F.I ELEV. CAN BE NO MORE THAN 1-1/2"I — — BELOW TOP OFI % EGRESS DOOR THRESHOLD. FIELDI K VERIFYI S3 PROVIDE 1/2" RECESS FOR I v FRONT DOOR. REFER TO J MASON'S SCOPE FOR WIDTH ® ED MI ■ I -4" I I -4" ELEV. FIN. CONC. SLAB U C.J. ---+- W - o 4 - - - -I I - - - �_ C.J. _ + _ C.J. I a I a N I V. APPROX. X. I v l ELEV. PPRO I y� I I= �"' " T-0" x T-0" x V-0" 2" 0 SCH40 STEEL PIPE o I ELEV. 0 r A � I I I o I w/(4)#5E.W. w/ GALV. G120 FILLED 10 I I I ® 1-1/2 BELOW F.F. I1.1/2 BELOW F.k ELEV. CAN w/ CONCRETE I I I 55 MORE THANBE NO I I IMO E THAN 1 LEV. CAN BE1120 55 I I I 55 i D1 I BELOW TOP OF I I BELOW TOP OF A A I I r s" x 2'-s" x 1' o" I �, EGRESS DOORo? I I EGRESS DOOR �, I 2' 6" x z' s" x 1-.0- w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) 95 E.W. I I q (4) 1/2 x33/4 WEDGE M I I FIELD VERIFY I I FIELD VERIFY IM A ANCHOR BOLTS w/ I I J I 00 _ — — J I I I J I S3 f I MIN./MAX. 3" S3 EMBEDMENT * — — — — i ` S3 — J RECESS OPT.- I 05 I SEE S•3 FOR oL. — --T -- j SCALE: 3/4"=1'-O" \—CONCRETE SLAB PER PLAN KFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" iy N L S3 L S3 CV HOSE 81B HOSE BIB (2) #5 VERTICALS WIN FILLED CELL (2) #5 VERTICALS WAN FILLED CELL (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1'-8" 1'-8" 8'-0" 11'-4" 1'-8" 8'-0" 1'-8" 6'-8" 6'-8" 13'-4" 54'-4" HOSE -BIB A S3 T-0" x 3'-0" x V-0" w/ (4) #5 E.W. N to 55 to D1 �' TYP. @ 2-STORY U.N.O. C? ►� � ^ter;!►�� O c� N 3'-0" x 3'-0" x V-0" iN w/ (4) #5 E.W. 3S3 FOUNDATION PLAN — RIGHT SIDE, SCALE: Y4"=1'-0" M Ux � Aso N C.1 N an at + • C u- a- �Mo_ y y G Q �N Y d j C 0 C' d y E� 0 a w M 0 N N 0 `,�►{IIII/1// LEW ko • Cv:'•No PE7 50 .•* r STATE Q'= o the best of the Engineers knowledge, information and belief, the structural plans and speraflcations 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 N d C ('y/ J ? co LL U. I'li Q N 1 7 0 � LL IL d a C13Z LLii rn 0 Q fd ILo 0 M z N �^ z od ❑1 W C7 m L z p�p oqM z "p z E3N v) Z W ' $ " �N 5 - w r— M E 8 s � o �w E Q w L {D 141 E oQoz U O z �E a� H g <o W n IU zM m s• $ 3 wm q� aW Zz go W IE ap a ?4_ JQ M y T > 00 v 0 co IT ( N M ~ T r Cr r QOCN m p 11 M Litt C N o G Ln CO { N t Ln T 6 CNI _) z z c E T E o ?: c 0- 0 ¢ o JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 2.2 OWNER'S BATHROOM SCALE: 3/8" =V-0" 0 00 BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 J X 71 } S.H. 1H2 271/4X26 26X25} S.H. 1H3 271/4X38 26x371 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27JX72 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 50 i 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 } X 37 1 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL 3/4" PLYWOOD WITH 1x8 CAP & CASING (AT 2nd DECKING \� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER �Q � SLOPE CEILING TO Cl) N, MATCH STAIR RISE F. FL. ------- ---------- - - F. FL. �;,a 18 � �� 17 = 16 15 \ �14 �� 13 �� V 12 Q 11 -- CONT. HAND RAIL 10 \ 9 U \ 7 = 5 �6 2xSTRINGERS� _4 00 F. FL. �- .� � F. FL. HANDRAIL DETAIL 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALF• 114" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" 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 DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34 NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED Stair and Rallinta 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. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. It 18'-4" 16 1'4' 13'-4" S-8" Moo Role --- flo OUTDOOR LIVING J.00 memo me C DINING N 9'-4" FLAT CLG. TILE IFLRG. LINE VERIFY AC PAD LOCATION OF A/C PAD HB H8 REF (72:4 I I I 6'-7 I O O C I IlO KITCHEN zO 9'-4" FLAT CLG. TILE SINK w/ I D/W DISPOSAL p Op I I r --- J J ---------- 77731 I 16" CNTR. AT 42"-I ;n OW r A.F.F. 1/2 WALL N CAPPED ® II UP N I ;r5 5 D1 GREAT ROOM TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13'-8" GG ® 19 S3 10 11 o=12 LO CN 2x6 WALL 6'-8" 2'-8" 4'4" *NO UPLIFT* _ _ ® Q S4 -- - -- 00 FLRG. LINE_ H1 N �{�� - Jf VYfZ I * TILE 00 tJ7 CY J LL fV N I � F- o FOYER 9'-4" FLAT CLG. 2868 TILE O 0000 °0 T,O.M Ya cat W.H. i.■■..-m . MOM 2-4" `�/ 4'-8" EN Y 9'-4" PLG. A.F.F. CONCRETE ---------M - � ®® ■ 002 ■ STONE °p VENEER T ~ 16" SQUARE -/ CMU COLUMN in HB BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR ARAGE 9'-4" F T CLG. CON METE r- - - - - - - - - - - - - - --- I I I I I I - LINE OF 2nd STRY. ABV. + "*NOTE * I BLK. WALLS RE 8'-8" 1 TALL FOR "A" NIT 5'-8" FROM FRO T OF GARA E S4 TYP. @ I D1 rq OP io OP io ED 4 in GARAG 0&txTGARAGEk2OR STONE 1' 4" 5'-8" 1'-8" 8'-0" V-8" VENEER 7'-0" 18'-4" T.O.M. T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: y"=1'-0" 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) row 3'-4" 12'-0" T-0" 11101 1'-4" V-8" T-10" 5'-0" X-10" 2'-8" MOD 25 SH MOD 25 SH ( 39" x 59" ) ( 39" x 59" ) ■ ® ® ■ ■ EGRESSI EGRESS o OP OWNER'S 55 BEDROOM D1 8'-0" FLAT CLG. TYP. U.N.O. ® `4� CARPET CV I � c °0 17'-8" io in 6'-4" 4'-4" T-0" I ® M.C. - - - - - R&S 0 0. BATH I 22"x36" 8'-0" FLA CLG. ATTIC CARP T ACCESS I C I N / 00 \� 8//(�" FLAT CLG co `� to doC� N I N I iv / ICARPET PWOI LID] _ _ I TYP. N O= I FO 2868 5 c °° 7LO So E TO «2 8 7' A. c'i5 (° N 60"x AHU fi °P WERP I� 10 is R/A I I 11 i 4-4- 3,4I I S-13" LOFT 1 ' c4 F P? c4 8'-0" FLAT CLG. I 14 00 ^ CARPET 1 1 � 00 j I I 1 I io I 17 � in I UP 1 7' A.F.F. u - 1/2 WALL O - I CAPPED = 5'-4 1'-10" N 9'-6" � O N 2668 BAT �o 8'-0" FLAT CLG I CARPET ■ M.C. �,! Q WICK 8'-0" FLAT CLG. (V CARPET 2668 - o� ors I cv CO I co CD BEDROOM 2 R&S 8'-0" ■ CARP_ETLG. T - - G.T. °0 F.C. FOR ELEV. 2023 & 4 MODERN ELEV ONLY. "' DOES NOT APPLY TO MOD 25 SH STD/LT ELEVATIONS. ( 39" x 59" ) EGRESS 3'-8" 3'-10" Y-10" opl 4'-0" T-4" 4 co co 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A_ G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. U& !� O .y C W i 'L a a" a u C cc U N -cmrx ++ C L- p co oV y N Q Cti 4 CY CD�� d� a• E c ry 0 =4 � %dd� eo y rY •- -o C/l fl- � E tCi p 0 w C•M 0 CV N 0 ���. ,``LE�O i r :• No PE7 750 Lr - p••, ST.ATE OF � P1111 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. MF H 8 E S N O N N ~ J dD J Lo U) U) , a a _ 103LL LL crn 0 C7 O 7 m `�$� o w L W ��°� a0z �n N M Q U H Z OU ❑❑❑ W 2 N z U) z U' o to(I NJ �_ U Ow to � *, U m t r I U � Q P9, o Cn i o w aEE LL a O E ?� w ^ ze U oa o E U� = 0% Z v g wz �� Z C N � m: oa >z _J 2 Z 8 W j m w %� 7w � - o a tto cn a T o121 > 00 T X 04 F- cM T' N CV)) Co T r �• T � C^ CO U) m 0 L0 C -0 o N O Cn CO `I Q I d• T m y CD o Z Z E T y r E T w m c -a 0 _J Q o JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 3 R STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ ---------1--- \ \ --- 13 -- 12 11 \\.. 10 \ 9 6 (o �,� \ 5 2x STRINGERS 14'-2" 0 co FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 251 S.H. 13 20 X 38 J 18 } X 37 1 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20X72 18}X71J S.H. 1H2 271/4X26 26X25} S.H. iH3 271/4X38J 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 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 J X 62 1/2 S.H. 26 37 4 X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 # X 25 1 S.H. 33 54 X 38 i 52 4 X 37 i S.H. 34 54 X 50 i 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 } 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. \\ w U Z .,-CONT. HAND RAIL J U u� z co 1 TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" e LVL 2.0E Fb=2950 <@> LVL 2.0E Fb=2950 (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 F. FL. 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. DRYWALL 1 1/2" MIN. CLEARANCE / 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the Gear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/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: 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. 1 AC PAD HB VERIFY LOCATION OF A/C PAD OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o io CONCRETE io '-0" 16'-8" " 6'-8" to 3'-10" 3'-10" 2'-8" o 6068 SGD �' ~ co M (10 ■ ■ 5-SH © oo O �F ----- --- 1 REF I 2468 BF _ °D I C? 8'4" 3,-2" 6-7" o I O DINING N KITCHEN W 10 N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE IOcil OP I SINK w/ I >04 D/W DISPOSAL I I I I I I L---J I FLRG. LINE -------- 2x8 WALL 8'4" L 16-0- 3'-8" o 16" CNTR. AT 42" ;n ;- d ocillA.F.F. 1/2 WALL ? i;o CAPPED 1 UP 2 >04 >04 II N I M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET 14'-0.1 _ 7 co C° O PW01 D1 GG 10 TYP. S3 11 1 2x6 WALL 7'-0" 2'-8" 4'-4" 4 --- h LO 50 cO "NO UPLIFT FLRG. LINE Q Z_ 7 �n*p D1 S4 = N-r�-VV-VV-f�-1 . TYP. = I N L TILE N FOYER N ica H1 F, o 9'-4" FLAT CLG. 2868 TILE 00 0 co 9'-4" T.O.M. v o T-4n 11 M 2'-6" 3068 BUILDER TO PROVIDE B APPLIANCE PROTECTION It c WHEN REQUIRED c° PER FBC 2'-0" 4'-$" 1-CAR GARAG E 9'-4" FU T CLG. CONC RETE ENTRY _ 9'-4" CLG. A.F.F. q N og CONCRETE u7 v T 0 r - - - - - - - - - - - - - - - - -- ur) in y o I I I I I I I I °O �p 00 j TYP. @ j O Cl) H I I=00N VGA M^^n Jim A n Af'.0 STONE VENEER 1ST FLOOR PLAN -UNIT-C 1624 SCALE: 4"=1'-0" F---- ------------i 2ND FLOOR PLAN -UNIT-C 1624 SCALE: Ye"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 0 +28.3 / -37.0 �E +26.6 / -29.1F +26.6 / -33.5 0 SEE SN SHEET 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 M1101alrd . liiiiiliiiiiiiiiliiiiiiiiiil • •► MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. �3 \ to O o d Z a w o, o G A V CMV LL- M C= L N -p N t M y O Q r.+ N d � w N I G C N 10, ac3 CU 31 .5 u CDi` m c o y ac •M H E A CD a-`o C`), 0 N N 0 �o��titrir�r�i ��0.•��Gr'NS`c •.S'�''. NYoP7E 78 7.�' � * .* - k : X = STATE OF ,. � �` If11 O N A, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a a o g8 00 v CPO'I (a � �► � W tANo LL a w Q 6 m v w o a M U_ z Z Z .6rn f 0 = C13 t N g 0 _ ¢0 eg W 7 N N m- 06 tci5' 2 Qj d z W J o Z cc !LJ MZ�� IL cli Z OU ❑❑❑ W (D R z N 8 8 z W z Q � V) z08 a-+ N (13 w V � Q) O s�o o LJL r C i n oOLL r S 4ry p a® SO Z� $ � �w g N} Z�0) �o W of �U a z x mi M "tt zl� chi 3 c 9 i- in 00 CO LO T OTO rC^r V J m r �- 0 L0 M 117 f.= 0 CD.0 Co I T ai E 04 E Q) O o Z Z c E T y e- W a U _ Q p JOB NO : 23-13143-13148 SCALE : AS NOTED SHEET NO. 4 CM 3 N t0 I N L 0 v- r/7 0 Q -41 rn 0 J i rn zt r7 I M cV N CO I 0 c N .� N ( rn i t2 rn i rn h Q C1 N O Q / o+ Q N O / CCL G tW E S V O CC J / O v 0 J LZ M O N 1 0 ai O a. r7 0 N O Cr d W Q a> U 1ST FLOOR BUILDING PLAN SCALE: Y4"=1'-0" rn c N GtD cz C? Z o O Q.CDcc , N CN E_. C O =2 .d u co co y A A N CLim C a � O CAM N 0 N V N t Q b, LE W,k''o. 4' 10-1 •'•� No PE78750 '0 10 �-p • /� �� �.• ST E OF :� .� A' � ;�� N ALE, �.�. To the best of the Engineer s knowledge, Information and bellef. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, � Li 6 LL �M0 "a w W Y n. Q CULL 6. 0 0 pO Z p � N fV fD 0�0 J Q �2 z G z W cnLL �j� Z 200 N M Z U N M Z 0 U ❑❑❑ W Ur � z � z z ¢ S z V)LIJ 'U o 0 L.0 g (� - N �N r U W J U o c W �' ° 0 o N w LL Zo sU Z {{j=� 4A C�- O " z C> E 0 U ��a U Z (O f3 9 2 dO z � K Z J wm Z <i cm aw ZO j U W VJ m 7 z _ '0 4M �I1. a U s C O'er > W m CN T M 1 IM � r T � M CO T (%� m �`�►` T 0 LO += M LO N Q N Lf7 U-) coo ui C1V j O o Z f6 c 47 N d o U Q 0 � JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 1 /4"=1'-O" eh !V O 1N U2 c �O v nz j W Z O `La O V GN C O V N ++ cs q N f0 O N d O M 07 E s c y © Q OG r, 3 to lC y 6f � 7 . — 4./ N N aD G N C. G E cc o a � 0 M O N N O ?I�LEVVk,lf4o / V ` � No PE170 7C �° STATE OF •: w Z i To the best of the Engineers knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. W S EE 59 N 0 N u. LU (Y: L - d 04i v m LL LL 103Z J Z o 0 "a zM8 o �g ' T ¢ m W Z ILW z O N ci Q W N Z U z Z OU ❑�❑ W CD `� CD Z � � L � J - C9 �--� (� LU w .f ' c Q t'a �- U ' E U o C Nco Q • N� so � w M LJL C C o n �o a am V �i oa Co o ^z�¢ coo Z M a. Z w8 q z rW � C a mx 01 Z � Jb y0 >z zk 8 8 z g$ a yW W oT 0 WF 'O CI>a zla C o r iq W N i- CO � ~ M i f� 00 T V ! m f� �. 0 LO += M Ln 1 CD � � Lo r E 4 � N iq z ` c E Ti _O m c iv U Q 0 c JOB NO : 23-13143-13148 SCALE : AS NOTED SHEET NO. 6 3 I M �[7 v- 0 .o i _M 0 J I v t2 i rh l N co I rM LO v 7 i rn 0 J 41 rM N N Cr v C c rn 3 Q N 0 9 on O CL c c J /• E 0 v U t� M O N O a 0 a P0 0 N O 0 0 d 0 W T %7 83" c CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 0 7" B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" F I ----F-------- A WATER TABLE DETAIL SCALE: 1/2"=1'-0" L t_ __ t t t t T.O.P. --- --- - =-' ---TFLI - ---------------- -�-------- -�i �t - -- ----- - - - - - - -- - - ------ 1 1 - - .�TRtM L`' - ---- -- - - - --- --- -- HDR. - - - t2 __ _ : - HDR T. - O.P. ----- -- -- -- -- — I I --- --- --- -- ---� a lu a a a SH L ERS © o 0 0 o o a o 0 (T� •) o 60 as a o l o o© Flo P a o l co 1 1 TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH - MOD 25 SH Q - Q MOD 25 SH z MOD 25 SH MOD 25 SH MOD 25 SH -MOD 25 SH Z O Z Z 16"BAND- --- ----- -- T---N�------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - N� -_---------,1-16"BAND---------_------_------------------�� - - --- Ng ---16"BAND -- - F.FL CLG.HGT. --------------------------- ----- ------------------- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -------------------------- --- CLG.HGT ----------- _ _ TEXTURED FINISH 9 TEXTURED FINISH 0:11 1 -1 El 1 �E.1El 1��� ��� � Dec oar ��� _�o o � �� ❑�E �E _ �� oo �:] El F-1 - L-1 [-11-1 E o 0 F-7-47-----� --j -�-El La❑� �� �� �� �00 Ono UNIT -A 1532 FIBERGLASS SHINGLES 12 4.0F _—S [ . UNIT-C 1624 1 UNIT-C 1624 I l . ...1 -.I-- . I I 1 .TAT T Z-J ,- i i `I_ DO -8'x7'CARAGE DO A UNIT-C 1624 9 UNIT-C 1624 UNIT -A 1532 FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = 1'-0" 12 14.0 R J ( L Jl FIRE GLASS SHINGLES T - J_ J[ T T _T T _.L .. ... _.7. _. � J_Z�-� i ._C _ _ Z r_L 1 �L l ... _ [ _ .-_ I.TJ-_T_ TL T� _ r_ J._ T _ T- Y_z J_I_ [ �z �_ T - -. I [ L (�_[ i.i J T--. _. I._ T[._C I[ _ 1 �. �C_J.l -Fill�1 _C JI .._ �1.I �_� J. ���1J �1__ T.O.P. _ _J T.O.P. HDR.——— —I---- -------- ---- ----- HDR CO O50 o Zo I I I I I e M H 2 H M D 2 H MOD 2 H MOD 25 SH MOD 25 SH MOD 25 SH MOD 2 SH MOD 25 SH M D H MOD SH H oZ MOD MOD 5S - Z O 5S 5S 5 O 25S O 25 MOD25S + _ 1 ( J = Fri - . ZJ _ 1. _1 a.T l_. _ 1- TC -= F.FLA4Z T.O.M. J_ _ l_ L_ - T l - -_ _ _ T.O.M TE TURED TE TURED TEX URED e� FI ISH FI ISH FINI H 8� o� I I I I I L—IL F.FLJ F.FL. - - - -- -- -- - - - - - - - - ---------- -- 6068 SGD 6068 SGD UNIT -A 1532 UNIT-C 1624 + 6068 SGU N IT-C 1624 UNIT-C 16246068 SGD U6N UNIT -A 1532 IT-C 1624 8 SGD 6068 SGD 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"A" 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 accordancewi h 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 manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturers 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 juncturewi h the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e+� N N r• NJ V_ c CD N c0 O a •'; y N `rC d 5: E "" c d C, CR # �.d45d � N C }CZ•� N C G Co 0 a � 0 CM O CV v CV 0 P LE .,,o GO�..•• G 0E•tVSF• No P 50 J •�.—i - STATE OF wZ 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. In III c�in0� w _J x n. U. I� V J LL Z 0 o � 0 — $ K W�mNco °0'� W o w 1.0 LL N M 2 U rVA Z o< o00 W 0 P z � z V I — N z �v N V O w 9 N 10� U _. ¢� 412 w i J K gw O cc V fD C C "z o' -U x V od qa W U O V Z� � N L oo d 2 6 w0 °dn R Z z K W } X w3 oLL z Z J No a" Yz Z6 11 az N W NLL IJ o M Wa y0 d H � ild U c oT-- > 00 _ ai � �-� CN c� CO Lc') r 00 t— V) m i� r _ p LO .0 C) LO =?� .0 CVO N O c� -1 Ln N u C) d Z Z E 7— y r it U Q p _J JOB NO: 23-13143-13148 SCALE: AS NOTED SHEET NO. 7.1 12 FIBERGLASS _ - - L� SHINGLES himLzz J. S_... . - =— — — — — — — — — — — - T.O.M. — _ -----HDR. ----------------------------------�—----------------------------- --- TEXTURED— — — ------- — --B� 00 13 SH FINISH 13 SH ra - — — — — — — — — ---------------------------------- — 16"BAND— ---- --- ---- ---- — — — — — - 2ndF.FL. ---------------------- — sk T.O.M.--- --------------------------------------------------------------------- GT, --------TOM HDR. `r ---- �——--ATGAR. 8" FRIEZE BAND CD TEXTURED �Q p FINISH Q '- 8 00 v � 35 SH 25 SH 25 SH _a c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- — — — — — — —--------- -- - F.FL. LEFT ELEVATION - STANDARD STD SCALE: 3/16" = 1'-0" T.O.M. — — —� HDR. _ — — —— 4 O 2nd F.FL. CLG. HGT. — — T.O.M. AT GAR. 8" FRIEZE — BAND 60 Q _o F.FL. 12 4.OF - I ell SHINGLES — — — — — — — — — — — — — — — — ------------------- 0 ----------------------------------- _0 TEXTURED 13 SH FINISH 13 SH ----- ---- ----- —16" BAND — — — — _-` — — — — J — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -..— — — — — — —.— —.— — — — HDR. --— — — — — — — — — — — — — — — — — — -- p �Q TEXTURED Lo FINISH 00 - - - - - - - - - - - 0 r - - - - - - - - - - - - - - - - 25 SH 25 SH 35 SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" T.O.M iT General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 t0 � � � o c en w N m ..r ¢wa cco N y A 10 rs� W CD 3 R �dd� m o 0 E o d � M O N N O ,,%•�"� 0 •'..* G E•N SF'' �'��'• :-.% •No •'� P 50 it = :gam 3 STATE OF : J J To the best of the f*"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. a W I-E 8 S ��p V 0 » y � wLLLL log� M 0 LL 0.05- W ILL LL a <j 13 �0� N rD m � W W tD oi�rn d z ILt0 p� UU� Lu M Z N F 0N "r OU ❑❑❑ W z z <c t/1 z 2 1 U LL -1 o �0 N LLJ c 0 U N Its o " z U_ o 2 � V Q E Z• ►— ra $� �U o V E x` 0 Z L �p Q W_ Z <b �z 2 �� go az N W 3 W y• jq tW �C w� �g 0 � 3 c 0 > 00 T 0)..-Ii T N to Cfl T � N s Co111­ n T r 60 T V, m T 04 F— 0 LID CN C CF) Q N III ,6 t �} T ai E ; CA N o o z Z E T y 77 ai c`o a cSP U ¢ 0 � JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 7.2 C% N y w o LO p- r- v � cc C.) oLl- a La o N -= eq .0 N y p N Q—cV Y CP y E s c m o .r 4 A io y eu s W CD 3P. 'A d c E eo 0 0 N O N et' N O 0 .-,\G E.IV No PE78750 'l7 : ; it 1 STAT OF :� f ,O N A, 1';`',`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H $ E 9 w a S 8 ID "a V � d c (0 Q 46 LL LL 0 U) F, V LL LU I� C'7 V d CL ` LL d LL zg^ O O Z L _ v pd0 �' •(Q Lu CO m 0] IL W VZ O U ❑❑❑ W z � z � Z Q CL h V1 z 9 LL -J N w to C m w o E w 00 as o �e o E x H 0 °� �� a� �z � N E att Y mO ZLL z m Qi SR J w� sb tw z W C§10 T z y S m � �LL r a Z � pK, p 7 W .ter N � � T nt `v L f i r T T / �± 1__f Cr U T 60 T U) m \� O U") M In C o N O coo Q N 1 � Lo r- ai m N 0) p o z E T v y c c m Q. U Q 0 JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 8.1 K) 0 N 0 0 a rh N O -a- N O v 0 W 0 W s m 4) SYMMETRICAL LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD SCALE: Ya"=1'-0" CCA 09/24/2020 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 -10d x 1 1/2" 116d x 31/2" HTA20 1870 1730 9 -1 Od x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 -10d x 1 1/2" 14- 16d x 3 1/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 -10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" R77A 630 510 10 - 8d x 1 1/2" D H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w1 x 2 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 () W 3 WOOD CRE S 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) 5l8" STUD BOLTS L VGT R/L 2225 1600 (16) 1/4"x3" SIDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2.1/2" SDS WOOD SCREWS & (1) 518" ATR M VGT - F 4940 3555 --- -- N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) -10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 850 14 -1Od x 1 1/2" MTW12 965 810 14-1 Od x 1-1/2" S VGT - M* 4940 3555 x (1) 5/8" ATR EPDXIED wl SIMPSON " MIN T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or 5 16d SINKERS r7h FRAME U MGT -M* 3965 3330 (22)10d x 3" w/ (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 (2 p Y) o3(60) * 0.14&SINKERS @ FRAME TURBO LUGT2 3310-M 4040-F 2920 M 3560-F SCREW -BOLT or (64)10d x 3"@ 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 1 605 12 -10d x 3" SPT24 logo 12 -1 Od x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (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 (+/- IT) 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING '/�► TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER x�y Cq�RIER CONT LEDGER �A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ND RSH ENGINEERED CLADDING WIND FPRESSURES AND PER ASCE 7-16 OSUCTIONOF S FOR MEAN ROOFGN ALLOWABLE HEIGHT:5COMPONENTS 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 fAREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 0 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 I 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: %B" EXP. 1 (24/16) or 1y32" EXP. 1 (-6) TILE: 1YY32" EXP. 1 (fie) 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 f%2", 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 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] a4"V 0 N kip.. ? CD G W Z � = g o. r-• =.savox N O O 4 Nei a� GO yo r s to m as d a• ' c E W [:7 c-) 0 N N O I No P 750 --•• STATE OF ' 41J: N A �1E, ;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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 pEo a q 04 U V , d c 83 0 —co LL fA U)Lu M0� u a li d Y Im J LL LL LL _ ❑ O ❑ Lc M m O 1 r°W zW M Zw04LLUa O ❑❑❑ Z W N C7 � G Q v Q_ iz U) cn V) Z a fL3 M ge w u M m c U, w c 2 �U111 73 U w —0 Q im C J� c t"a z U_ zo s� >B E 9 Co w� 40 cna H ni x° �a o .0 oz 0T z a w` zz z WfAJ >? 4 a z �YwY ID5 J O v wF oQ Y= a o~ys c o r >00 N m 0 T T N CO n Liz r T 1 60 m �` 0 L0 cM L0 CD N c6 r ui M N j rq 0 o Z Z C E 7- y r «� m c a c U � ¢ O JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 9.1 SYMMETRICAL ---------- ---------------- T �JUNIT-A :1:5:32] JUNIT-C 1624 IUNIT-C 1624 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT 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)PL 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 1 630 510 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 - 1Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 W/ (18)1/4" x T SDS WOOD SCREWS AND 2 1/2' x 5" TITEN HO ANCHOR BOLTS RFUS 7100 (12) W WO D CREWS (4) 3/4" x 6" WEDGE -BOLTS J HTT5 1 4350 3740 5/8" ANCH. / (26)1 Odx1-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 K HD3B " 3130 3050 1 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 -- 5/8" ANCH/ (2) 5/8" STUD BOLT L VGT R/L 2225 1600 (16)1/4"xY SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR- ___ M VGT - F 4940 3555 N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 ** 20 -16d x 3 1/2" HUS26 2045/3400 1640/2990** 20 16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 -16d x 3 1/2" HUS28 2950/5090 - - 30d -16d x 3-1/2" R MTS12 990 850 14 - 10d x 1 1/2" MTW12 965 810 1 14-1 Od x 1-1/2" S VGT - M* 4940 3555 1/4"x3" SDS WOOD SCREWS & (1) 5/8" ATR EPDXIED w/ SIMPSON T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"4" TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME L_ U MGT -M* 3965 3330 (22)1Od x 3" wl (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28)1Od x 3" (1) 5/8" ATR w/ 12" W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY (2) LGT2 4060-M 4080-F 3500-M 3510-F 34)lOd x 3.114" SINKERS & (14) TITEN TURBO �V 2 PLY) or (60)10d x 3-1/4" SINKERS @ FRAME LUGT2 3310-M 4040 F 2920M 3560F --SCREW-BOLT (32)10d x 3" & (10)11 "x3" DEWALT or (64)10d x 3" @ FRAME "X" HTS 20 1 1415 1215 1 (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 1 605 12 -10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 1 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)10d x 1-1/2" * MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY "** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 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. I 11 O SPLICING N12 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER FX CONT LEDGER A) SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12) a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): O r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: 3/16" EXP. 1 (24/16) or f %2" EXP. 1 (ems) TILE: t%" EXP. 1 (33/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN — STANDARD (STD SCALE: V4'=1'-0" CCA 09/24/2020 f" , IR 4.0 � o 0 y" Q •o a ►emu ZZ C. o CL C V lV — m c LA_ N -O CV L c-4Y �= d E t G d cL taf � m 3 m u au � CC N LL E � o _ u c3 0 M O N N O ,���1111114j� L E W No P 7 1 STATE OF QJ` i To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F o pE g a O N O O N N OI M C 1n J J GO LL V Nriv� LL LU d: Q a a m LL LL a U 13_ -Srn o 9 �"' t-26 IxW o •r0 G Wi°a) N m J Q d z Z LL W M Z N N O (U ❑❑❑ W Z co c o cD z o v � U) 1f) r- V)z v a LL U L w � ) 0 w N C__ ;v A C) -$ U • Q s� o z w z O 3 E 6 Td p � QQ o o0 U Q o oQ a� d Z co ng az H L � � o Q Z] � 4 r m i � � V go 2 >7 Z � ¢ • Z 75 W T 0 3 Q �w M a � o LL N _ � a: M W v zl� 3 0 r oto 2 m CN F— 0 T 1 in CU T 1 T cmJrl- CO T V ! T 0 L0 +;+ M LO N C) O rn Q Lo m Z Z m E E �? c a.0 Q p� JOB NO: 23-13143-13148 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 FF DUPLEX OUTLET ABOVE COUNTER W P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET Lph 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. I TTI TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 'O� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F5 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV _r--, 3" VTR �L I I I I I I OPT. ILAV LAV -1 L W/C SHOWER PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 st 10 KW at 10000 BALANCE OF WATT AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P / \_ NEMA 1 200 AMP TER MA N 1 �0-200 AMP I IT /—Serial Cable 3R Power Co. Feed —� 11 1- !r #a Solid COPPER Ground II Intersystem Bonding —7 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 ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. <V/ \�� FAN/LIGHTI '� �' GFI / -----I--- DINING �\ i KITCHEN / FI I O GFI ( SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. ������FAN/LIGHT 1 r\01 � I I I I / 1 / FOYER <',o', I I I I DB ENtRY I WPO-- LIGHT AS a GFI PER SPECS DB&GFI TO BE ALIGNED VERTICALLY I I I I I C.M j UPSTAIRS 9 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. DISCONNECT DEDICATED RECEPTACLE OWNER'S FOR MICROWAVE HOOD PER PECSRANGE BEDROOM '-A -/�>ROUGH-IN `}f FOR OPT. �\ ��FAN/LIGHT � I S.D GFI ----------t 0. BATH F -� I I \\ \ I\� /PCI I L—JIWIC I GFI 171 \ II I LOFT C.M \ GFI ` 1 BATH 2 @ 44" W.H. A.F.F. 1 ` 0 / 1 GFI � I WIC I GARAGE / I 1----------- I �� \ /i>ROUGH-IN ��` FOR OPT. \ GARAGE / FAN/LIGHT LIGHT AS I-® PER SPECS \B E D ROO M 2 GARAG E ® \ DOOR \ GFI --------------- I I - I J I w Z f= a I U W >w I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: Ya"=1 '-0" 2ND ELECTRICAL -UNIT-A 1532 SCALE: 4"=V-0" 0 �N c 0 ro 2 ' C7 Cj j co %N cc 7C r µ' y 5 C; y •p N y � O 4 N N Y d •> ova w ; ca d A O Qa A O a� a M O N 0 P. kp,✓,�� �♦♦``� ., ..E• , No PE7 0 ' M �j:C= � �.._ STATE OF .'�"U Z N A ,0"o To the be of the ngineers knowledge, n rmation end belief, the structural plans and specificatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W 00 .-5 ! LL J u. Vi u. dJ 0. a cN' v Lu a� QLL'L m�� Z L W O ooa N f0 Co J m Wes°' d ra Z 00 U Z r- Q [A ZLuNIL oU ❑❑❑ W V z z z � a �U o O c U Q Q sr C,4 n Z c'7 » E V w oa E u r H U Zg a= W C 9u Zp� W cn `� o LL �o a o �1. �LL � o M iQQ.i� UU0$ ag c o r 00 ai B N � 49 C7 tID T � � CO N T T T s OTO V J ao CN O LO N cam$ cal Q LC)t ui z N ' O c Z c E T r E V ill c c a U D¢ p JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 11.1 I 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 IAN DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �0 PUSH BUTTON SWITCH (OPTIONAL) I•-® PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER owl PANEL —�I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I � I I LAV 3" VTR I I I I t I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV —.�?nd F =R 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 SUBTOTAL: 23060 TOTAL: 33935 1st 1 at 10000 BALANCE OF WATTS AT 4 0 9574 AIR CONDITIONER WATTS AT 1 0% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA 1 RMAN 200 AMP 3R Cable 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. xe] DB & GFI TO BE ALIGNED VERTICALLY 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI .rn DISCONNECT Q) (U)GFI / -- 1 1 DINING KITCHEN GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /�>ROUGH-IN\ FOR OPT 1 /l I 1 / FOYER / r UL 2Y T AS b SPECS I I J a u U DEDICATED RECEPTACLE. .�.;MICROWAVE RANGE • I I I I I I rQEL—� C.M r j UPSTAIRS F GFI @ 44" ` \ \ \ W.H. A.F.F. + \ 0 I \ I 1 I I GARAG E I \ GARAGE LIGHT AS PER SPECS GARAGE ODOOR GFI r— — — — I — — — — — — — — — — --- I I I J I I 10 Z I IQ I I0J Q I LLU IM LU 11> I W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL -UNIT-C 1624 SCALE: i4"=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL -UNIT-C 1624 SCALE:Y"=V-0" W cQ� 0 O y W c ai a r, m C W ti lc 4= i N O m�. a � 3 � to .v u w m C p w E o a. 0 w M O N N 0 P;"EN�s �c�vs''. ' No PE 7 75' :CC ' STATE OF •• Q..` '. ,j*,,/j/1111100% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N O E N O N S n yy LLJ (� Cp W � afi Ui N o li w W a y_jv 8. _. a a �LLLL z Z tern o0 0 � �. •f0 N r0 CoLu Q -1 dd m W co, w N M Z v y IL US a = o 00❑ W z Z r` Q C, N N z {pMp 'CO 4- J Uj .0 0 0 w $ c/'i r~ N w � I Q Y N 44 ti ZZ w gggZ � Z J u E � wo �� i go Q C p o° s� oa F E oa . ��p no & Z� LL cn �Y Z� Za) m a)'aZ ¢ " z 87 3 �LL Z 5- J a W� � <o � a �F J c 0 > 00 CN 0 Cfl T' M CN 1 _ T LMf� T � , Cr T U) T 0 L0 C CN O N cQ Cn CiD 1 d' LO r of lEE s? N O o Z Z c E T ai E cc m a U � Q p JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 11.2 OUTDOOR LIVING — — — — — — — — — — — — — — — — — — — — — — — — — -M ®O -------------------------- OUTDOOR LIVING OUTDOOR LIVING 19 — — — — — — — — — — — — — — — — — — — — — — — — — -o ®m -------------------------- OUTDOOR LIVING ■ ® ® ■ . ■ ® to 1111 ■ ■ ■ ■Im I I I I I I I I I I I I ® I I I I I I I I DINING KITCHEN O O O O 1 IU � ► KITCHEN DINING DINING KITCHEN 110 ID KITCHEN I I I I ® I I I I I I I I I I I I I I I I r--- r- - I I o0 r---� L---� I I I I O� i---�JI L-_ J I I L - - - J LL -_ -J IM GREAT ROOM GREAT ROOM ►gl !1! ^ ►R;►�.� i.� PER sg ...: iiiGu��a 1 ■u.u.0 1,�•� is lu..r... u 1 1 .I111.nn-I11 J. ------ SON MEN;NONE p., lama w: OMNI Not a-9 :o ME .NINE .. in "�RAGE 1 —CAR GARAGE no EMSO 1—CAR 01 Mae I In .III III . PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES _NTRY UNIT—C 1624 — — — — — — — — — — — — — — — I I I ■ I I I I I I I I I I I I I I I I I I GREAT ROOM ENTRY— 1 OUTDOOR LIVING OUTDOOR LIVING ----- - - - - ----- I I I I I I I I I I I I DINING DINING KITCHEN 10 O; I KITCHEN DINING I I I I I I I I — I I O O -J L--- 711E] I -- Jor ------------ A GREAT ROOM GREAT ROOM GREAT ROOM oil MN - .20i ii, - - �i. II� •. •.EN -1--CARQFRAG E ~ - --CAf—GARAG E UNIT-CNTRY — 1624 r----------------r r--- 1'--c-�------i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ■ I I I I ■ I I I I ELM 1—CAR GARAGE ENTRY UNIT—C 1-- AQ24 ` 1 .� r------------------ I I I I I I I I I I I I I I I I ■ I I I I I W. 1—CAR GARAGE UNIT —A 1532 -`�„------------t I I ■ I I I I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: Ya"=1'-0" >s -a ' > W i ae o u 15 Io w N — •ro CO �^ iv o eq 0 Q .w•!3Y w a, y- E t c w v 6 To w w D CO y � • r d l] N c E to o a. ej M O N N 0 L E lNkp� Cf�••'r �C•E N No PE 50 ' '.� STA-(E OF ftb NA To the best of the En i ge, 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 Q �* N Cc,), Nno 0 0 2 ;j `"LL NrN+�v- LL Q °: a roLLii g Z Z 2c� O� _ o 0 =?gco m J LLwd OD o o z Z n J - N l7 ,^ 0 X U N _ 0 N c c _o M CC E off ® Q O oa GQ� C GO C CC S z Z S F- ¢r x� uu A0 z tt z J 3 ab 3 Z � S $2 OLL u J V INsT. V) FwF W W < F F W NJ Cn 0:a 0 121 T > 00 N F- CO r LO �••� T r �T � y _ F)0 T m T CN 0 LO .0 M LO c .0 Ott N o 0 � Q N � T— m TI O z Z c E T c a U Q p JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 12 UOO o•0 O O •,�• • •,�• 8F8-1B/1T 8F8-0B/1T 0 ® W .'o.O 8RF14-1B/1T8RF14-0B/1T 8F16-16/1T © (a 0 O O Uo"', 8F16-0B/1T O O O O O8F20-1B/1T 8F20-0B/1T O © U O O •',' Q 0 •�, 0 8F20-16-2T 8F24-1 B1 /T O 8FF24-OB/1T O �Um0<�Vky� TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" a R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a W 6 F 16— B/ 1 T a °° z ° , GROUT tNOMINAL, QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL -'-*—BOTTOM o REINFORCING HEIGHT PROVIDED IN LINTEL 7.5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS fc precast lintels = 3500 psi. Sc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 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 loadSafe horizontal load — . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR W W C.M.U. �C7X WPM _= a Wks J a cc pya? M uj #5 REBAR AT BOTTOM cr a o o MIN. (1) REQ'D NLLi ¢ 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 O 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 A\ 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL I (�)MIN. (E)MIN. MIN. (�) MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL I g c db � W F Q N A O �- ` CU c E ca o O. .> Q M N a N v N 0 ,`weeeeee��i� ��•� p . LE Wyk ��p,�( •'GEN• 'O�l'��� �.. ••e w No PE787 * : w w ?� STATE OF w ,�. ;�° C 0 13 % O "(SZ, • O N AL 111111111110 7 the best of the s knowledge, Information end 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 $ 80 g 3$ N C r3 Ri M el) �i (n ti E V LL W MV W a_ a. 0 Y 0 N LL u_ U Z � gsit y O o W W tx13 ''- c.� m m � r121 rn°. J�Z IL ° UW N M Z 0 = o 0 Li Li W Ur v' z z z Q � to z c9 s OLn LLJ c W J T Q U Q 04 z J IL o W K C1 Q C F— �E 0 u �Qa UO O U Z hS rr o 4& ZA 15 N a " H T Zdz _] V �w W o �E N a� >ryOi il< U c o r In 00 m N E- 0 co T i) N Co (� T L to U T' 60 T ^r V) m T CN F- O uO CO Ln C N O a7 CD Q e Q qtT Lo r E Z C T O L N C a U _ Q p _J JOB NO: 23-13143-13148 SCALE - AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES f 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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. %i 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2, ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1, 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3, PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/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 0 VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL C 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-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. 3" 1 Y2" 34" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1 A 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 FOLLOWS: 8d = 0.131 ",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 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. Irriggation/sprinkler systems includingg all risers and spray heads shall nbt be installed wRhin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the Initial treatment. 8. FBC-R R318.1 A - 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 oyerpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1. - Soil treatment must be applied under all exterior concrete or grade within '-0" of the structure sidewallls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be install after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8-- DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. a� • N c t0 0 � W o r G C a" c Cc w Z N --�mx ..r crya N M cm V) y W Y m- W }EsC 0 ; cc 3 '= d a o 'n CL c E o a u 0 M 0 N N 0 `>>Ilillifff/// LE Vv/., ••.�,�G•E•NSF• 12�, •� •• � r , ��:• No PE787 ' �•.•. STATE OF •:� i �0 .NA% rToho 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. h E I? M8�� S_ N N Lo LL LL to r­ r­ N I'. w Q J LL Q LL -g;; 10 S 0N _Z W,cW I9 26 �r-z Z g 0 LU (on UM ❑O13 NM WOU❑❑� CD Z z � z o N Z � � LLI LLI b N CC`VV ru L_L ~g ! U c o � � E 0 gs �6 30 > , 'a. zo CJ ,2 g 0. o p 0 E �U a o Q z � c ry N x Z m � i5 w W J M da �g d l�¢w ¢= .5acc U S c f' > 00 N F- 0 cfl T � N 1 CO LM :3 T_ r T Cr oo r U) 1� T 0*4 F_ p L0 CY) L 0 N LCi c=a Q N E M N j 0) VJ c Z Z E r N Tr E c a U _j Q p c JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r + 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I �� HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - 0 STUB -OUT FOR 1'-0Z 0 0 " GAS METER 0 o _ � U 9 F 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. 10'4" (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. F-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING VK Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 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 ,Hood 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 N.T.S SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Icra 3" 11 ndl nails at R" n r 1: Provide adequate bearing for each lapped joist. 10dnails 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) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD, 90° HOOK BOND BEAM SIMPSON MGT _ w/ (22)10d w NAILS TYP. GIRDER TRUSS STD.90° CONT. #5BAR I HOOK1-117-11 II BAR r 2X TOP PLATE #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 1 'PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION - TJI TO BE CUT TO ALLOW l: �+FOR BLOCKING/TJI i MASONRY WALL OR y"- INTERIOR BRIG. WALL 1 �• t" TJI PER PLAN OTHERWISE SOLID j BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" max. gap 4" max. i .. Web Stiffener Fastener Schedule Joist Bearin Location �- Series Depth End In ®. 9-1/T 2-8d_, 2-8d _ 1 BCI 5000s 11-7/8" 2-8d 3-8d Clinch nails - 14" 2-8d �$d 9-1/2" 2-8d 2-8d when BCI6000s® 11-7/8" 2-8d 3-8d _ possible BCI 6500s® _ 14" 2-8d_ 5-8d _ 16" 2-8d 6-8d_ 7�71 \\ F__11-7/8" 12-8d-8d C8 14 2-8d 5-8ds t 16Ti Tight f" -8_ 6-8d _2 _ 11-7/81, 3-16d; 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 1.4" 5-16d 1 _. 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 Vo.c. for all joist blocking panel *Non -stacking walls require additional Consideration. I 16" A 1Y" ROUND HOLE MAY —� 6" 6° BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Y2° ROUND IN CANTILEVERS. }�"'�gi9kpp'ItjF*'��aeFe'"��?+i+1vy ��f�.�.1�'�, i • • i�'.�i��C���l'�.. v "Ie�,. •`gym n:�, �..... :. vl :i,. i���§'IW.: s`� 71�;.. 1•Y . _ ..�. h.•. � �"L''�f 26: a•.�.:w� OMMMMMMMMIMEMMUM 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. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger L-' \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap II Backer Block - 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0—� o 0.6 X Joist ` depth I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT I,C SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION - WN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) - SEE PLAN FOR •• a . • FOUNDATION INFO ' 4 STEM FOUNDATION GRADE 0 r- REINF. SEE PLAN �—A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. a� LOCATION OF SECOND H10A SIMPSON H10A • • •` (WHEN w/ (18)10d x 1 1/2° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION a c d a • 1, ; 1 �11—III=� • d --12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE v a d _ • C 4 4 � Z • o • � a 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 e 4 a - - d a a 4e L , . Q a a • II - SEE FND. PLN. SIZE & REINF. N o N y O W a N N Gi N drr� �� Adder o •— u as N G � E •a o G. v 0 w N 0 N N 0 ,%N% P LE �� ''�j kOl1''�. .I% • No PE7 ' 71�� �az -3) STATE OF 'U1 .• ...0.. .. . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only far the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a � Sp M = N ti v N d �' �► 0 � �, 0 % L LL M u_ a Y tj u_ z Z m c rn ISv 0 0 0 IY .2 Co g co m wJ c 0 N H LLZ N i¢ 0 0 ❑D❑ Z W Cr t z z Z r; a � (n In z B Cz Q) CD 4-J — •U o_ � T`•. O ILA r-C� Q o 2 J " E �� w 2z Q k E V 1 7. ® oa U ra 0o Oz Q z t ". 0 �� ¢ z ¢� oo C m z� z m 4J J a 1. � 4•• 2 o a U Nz W mo ¢ �k a �j Q T > TT ui T -3- O C� NT M C r T r -� rr5 M T 00 !C^f V) in T 04 O LO M LC) C � N O cfl N t uO 0 r0 2:1 04 j v I tl) 0 d Z Z E T m `m c Il U � Q 16 JOB NO : 23-13143-13148 SCALE : AS NOTED SHEET NO. SN 1 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -c HURRICANE ANCHOR @ EACH @ 6 MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER r t+ e SHINGLE ROOF, SHINGLES TO A"' BE IN ACCORDANCE w/ ASTM - L D7158-CLASS G or H, or ASTM _ _ T D3161-CLASS F, IN 2x4 CONT-.// 12 ACCORDANCE w/ TABLE (TYP.) VARIES R905,2,6.1, FLORIDA BUILDING -_ -�I I I CODE 7TH EDITION (2020) 8„ _ _ Ti- GARAGE DEPTH VARIES RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING -1�r / FRAMING SHEET FOR 5/8" OR 1/2" HIGH - STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER ----/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 1 x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E. , r e 00 6 MIL VAPORTS r BARRIER , C �r 1 - D � COMP. SOIL. e *N- (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) 90 HOOK STD. (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. PAVERS ��RECESS ;t z -;�,2 SEE A/S3 OR J/S6—`-I , r FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE SLAB AT STEP 6 SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 444 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD SEE CC/S3 OR e I #5 VERT. IN FILLED CELL N G/S3 FOR ANCHOR BOLT INFO. I I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I SPACED EVENLY w/ (10)10d NAILS A. �, 2x P.T. PLATE TYP � I ASSUMED FINISHED is GRADE MONO OR STEMWALL z FOOTING MONO SHOWN F FOR CLARITY 00 z NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION l D l SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 sr GRADE 00 (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS -E A M ' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS, TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" 0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x 10" "J" BOLT @ 24" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 21' ATTACHMENTS i20f� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2" z � 31/2"MIN. � 31/2" MIN. A.F.F. O F 1 e LL N e e e 1/2"(min.)- 4" e > \ e - T 1/2"(min.)- 31 /2"(min . - 4" 4' - (2) #5 CONT. - 4" 1 8'r (2) #5 CONT. q U.N.O.U.N.O. MIN. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc-*� TYPICAL BEARING WALL @ STEP rcC "SHEAR WALL" SCALE: 3/4"=114" S3 SCALE: 3/4'1 S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ci Ecli 6 MIL VAPOR BA RIER r�711T D P e 1_ A. vGs���cs� 2x STUDS @ 16" O/C 0N��o�s INSULATION PER FBC AND ENERGY c° FORM SUBMITTED WITH PERMIT APPLICATION NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 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) 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM o END OF 2" x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR uj v o z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a g - r D CQ r LL! N T_ e — —\ DO®R-. #5 REINFORCING BAR R 17/8 T M #5 LAP SPLICE COMP. SOIL. (COMPACTED TO - 95% MODIFIED PROCTOR ASTM - j�j7• I !Lr D1557) �m 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA� • INTERIOR A. .4 -3 1/211 v..4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB OP e C� E - M 6 MIL VAPOR - BARRIER t 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F S3 SCALE: N.T.S. �S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 i, WWF OR FIBERMESH 4' v K S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR jh_ _ " " TOP OF BEAM (2) HTS20 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS w z O a > W J w o w W 0'-0" FIN. FLR. (2) #5 CONT. =1 ON T' CHAIRS (TYP-)(TYP-)a 1'-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 ,c e WWF OR FIBERMESH �, E 8" -11�=11�TI�7I`' TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO & LAYOUT DESIGN � e e SEE ROOF PLAN e c — 4 V' A 4 A d FOR STRUCTURAL " E BEAM SIZE & �' d CONNECTION INFO Cl)_ .. ° _ -2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL - SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I EXTEND FILL CELLS TO FOUNDATION PAD Ev SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. ' -SIZE VARIES PER PLAN r, w/ MIN. (2) #5 VERTICALS ao 3 FILLED SOLID (SEE PLAN FOR 2 1 , SIZE AND REINFORCEMENT) c� � • z�w� w U -BRICK PAVERS or SLAB PER p o CO Uj v • • • • z < COMMUNITY SPECS cn w -- - - --- FOOTING i BEYOND a . •, .' . PAD REINFORCEMENT -/ CLEARANCE ti ION (SEE SCHEDULE) FOOTING WIDTH . f . • ,� . CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 314" = T-0" SCALE: N.T.S. S3 N .r-C2t o o u ofl. 7' c �owC:, N N O 40 Q y N Y � N � es as o � � az w 3 M io y ea a m c c s a a. ,r E A o a. M O fV N 0 �,`��>>�rlfr►rr��i L E Nike C��•'.��C•E `�:' Z N o s o•' r STATE OF : t,4/� To the best of the Engrm in at on 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. S c? chi OC C14 tl! fhNo�Z LL Wa a a x LL LL 52 J zo 1133t o o0 2 � add ��z d J 8 z p WW_* LL2p N F ILW '6 N Z 000 W U' z 00 z U) z $ •U O C Vas UAL Q C3 V 10 o CXD Cn c'� J i o Z Z a L.L E w a Sp Y N 2N E 8 I.— ro ri a xU o a 0: z 0. �u ❑ �z �'8 fO y � 4 Y0LL m & Z 3 S z W 3 LLN F �5 >$ o T > 00 ai T N0 CD r � N Co r• tM T T s � v� 60 ra- nm �/ / 4-0 CN I— 0 Ln co U") CN CV ,6 r 4) f0 N j w' i/i Ci o ? Z E T 4) r E cC c a U Q p JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 54 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)1 od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,'� . STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = __ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK E�a_ - KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. 54 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. m cR ;TENSION FROM EXTERIOR WALL ,CE OF BLOCK WALL IS 2 1/4" TO DRAIN CL 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 WINDOWrB MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 •• � 1 • • _ , .. •- • ,.,I ■■fll III � �IIII III !II III■■ ■ Ilf Ila IIII H= ■■lit. III■, IIII Illli� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J a LLI 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 GARAGE DOOR— i �8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..L GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S, SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 4 a a a • POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" loll 6 3/4" 31/2"- N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS STUDS JACKS STUDS SIZES EA END EA END EA END EA END SIMPSON 1'-4' (1) 2 1 2 (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 11IN" GREATER HEADER 1 \-(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. -f If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 �P) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C — BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD r 2x TOP PLATE 11�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCKMA_ 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/ Y816d TOENAILS TO P 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 SIMPSON Q SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /' / LRINTELS SP4 SP4 SIMPSON SP4 —I SIMPSON SP2 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 J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) i (5645# SPF) I (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. !&NUT OXIED A.T.R. 1 & NUT DXIED A.T.R. 1&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"00" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C 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 -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 i cep - UX o o ... -o Uj Z c A r�N a 0° x mom NY drOfas d Cue C' '• f co �. mT_d� C O m N rz o M a fV N 0 ,1111111ata/�� L E wk0 • 4' ��. ' G�E ' S ' = �:• No PE7 750 ' *.. _ -,II ' STAI' E 0 OF ' w �"%..4 O R /12111111 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. IW- Q �E SN O ie V N O ��� L J � OD N , ll LL N Q a a LLU_ a z Z � 2 - �C a �i a_ s� pd , N co 06 dKz W LL co, Zj6 W N m Z ;n Z co o U ❑00 W z z� c/1 z C1 4-1 Uj C O c �v Jim �N ® U � _$ Y U 0 Q N 0 o M � � z w Q � E "a � oiv �0 > a o U� ~ ZA oa F- 0 �¢�z 00 Z a o oCO R Z w �1z ° `0 Z�_ m J w3 ¢^m 'a <2 r§ of go N Wo, I� o4 o d� 2 0 •y T > (* a� v� c� T iL_ Co CN LM r T s �.�. 00 T ''Cr v! m 1� 0 !7 L04 M LO N Q 1 N Li) T ai E (`11 vi O 0 Z z C E i E T .. r0 c a U Q JOB NO : 23-13143-13148 SCALE : AS NOTED SHEET NO. S4 v+ 3 N I CV r'M cn i 00 d- t2 M N co i M 0 Cnn 0 i rn 0 J 00 I M N") N 0 C U) 0 a Q r'M 0 i a E 1� 2 n a 0 0 0 J N N 0 ai 0 0 0 a N N O N� W w M m v fn SIMPSON HGAMI( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS — 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, ( ) SEE STRUCTURAL NOTES AND NAILING �\\ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL R EAT 45"± / 45• t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 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. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OSI 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. cr I CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD CATHROUGH INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FO SH RING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM "I RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN ��� ; i� AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) `i�S<� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� `� (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� • ` ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & `� O.C. FIELD BOTTOM ATTACHED � (2)16d NAILS W/ (2)16d TOENAILS � 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. I I INSTALLED PER MANUF. @ 48" O.C. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. t' 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM T INATION O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/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" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR � M M X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION 6 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES �° ;� ;0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 112" 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH) BOTT. CHORD FOR 4 TRUSS SPANS Od& (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 L KIN 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 OIC 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 DQ (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE AIL S AT SAT EACH STUDD (2)FASTENED SP2 w/ (12) "L N2 2"x8" " BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. ��5� AS PER HIB 91 SCALE: N.T.S. S5 REV. 06,08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EqqES AND 12" O.C. FIELD JACK TRUSS <<ti/1",�'--c SEE PLAN FOR ONNECTION OF THE LAS LAM 2X4 "T' ON TOP OF PANEL I LLLJ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/H� 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF OF ROWS SAME SPACING) D B.U.C. SAME NUMBER TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 - - SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 12 6.9 MAX./ 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) r r q - t e ., I GABLE END BRACING DETAIL S5 `-CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 1 Odx3" 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'-Or' 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. k 9c� 0 CORNERJACK k 0 Y a_ U 2 w Z Cr 0 k k k _L—A HIP FRAMING REFERENCE PLAN w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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 PLANK, L 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. E S5 I Ll is Pop AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION eh 0 C NLill P A -- :W w >0 2 ='= Z► = �o to `�N"y' N Q r N 1 Y �m a.AM M O N v N 0 L E VV NO Pr7 750 '•� -0 '9� STA OF 'w` �;. CUB . <V 4 0 R ��Q P.O�c�`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C) g a� Lo d oo LL J �� u iq �jNo V d W M 4 r� v a Q LL U. afe -9 I.�j11r Z$ Z i L� O� O8 O WomN(D W uj gr�� d m W Jew _ Z `N ccn z N i_ z V ❑❑❑ Z W Z N M $ a U) N z .5 a)CUr 0 w o N c YZLn .. Mas w - < o M � � z W Z c� 0 < S E V F- N wi z �e oa w° zwx co M aa. z jz f Z o Y z M � ¢'� w i L a LLa U W 0 3 a.- NZ 7-1w r M ou M c o r > OQ T ..L T N i— CO � N CO n T Liz T 00 T� U) co T CN p LO M LC') G N O �i `I Q T m `1 ur O d Z Z c E E f0 a U � Q p c 4) JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. S5 3 N 1 PO LC') 19 0 .o Q N 00 I rn O J I _M I N / i tto i rn J i M I w) i Jr CV 0 rn 3 1 M O i E E 0 `v c N d d LZ N 0 0 0 0 a PO 0 N 0 0 v' VINYL SIDING INSTALLED PER MANUF. SPEC'S OSB OR PLYWOOD w/ APPROVED HOUSEWRAP CONTINUOUS STARTER STRIP - SEE INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION METHODS, HOLD 112" BELOW TOP OF BLOCK WALL WEEP SCREED UNDER HOUSEWRAP CEMENTIOUS FINISH CONCRETE BLOCK WALL VINYL SIDING TO CONC BLK 2 STORY MODELS ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PE-R- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED w/ 8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA w/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE96 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1 ER PLAN 1 io 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: ol Ill 70 IN ■ SCALE: 3" = V-0" 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 SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING J — NAILED PER NAILING SCHEDULE SEE 0 DETAIL C/56 FOR MORE INFO VINYL SIDING INSTALLED PER MANUF. SPEC'S I �W �vi —INSULATION PER CHART ON FLOOR PLAN (� B R METAL SEAT 1 PLATE 1 1 I I STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U- v 4"x4" INSPECTION PORT AT IY a EACH FILL CELL TYPICAL UJ CO AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE x00 \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 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-----� *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St 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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED u INSTALLED PER. MANUF. c SIMPSON HETA20 W/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6) @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED i jPLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2" 0/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 CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 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)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • .. a. • •. .�• — — •, a•. �• 9 [ 8"� 8 8° (CLEARANCEM N. INTERIOR 2-STORY FRAME SECTION 5 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B 15/32"OSB �I EXPOSUREI SHEATHING x r X PROVIDE II II BLOCKING AS REQUIRED PER D a SECTION X-X IF II II NOT FULL HEIGHT SHEET C II II Z - III II JI FLOOR SYST pM M (2)- 2x TOP PLATE f BEYOND I — T-7�- � _T II — 15/32" OSB EXPOSURE 1 F I I II SHEATHING w II II II SOLID 2x III III II II II I BLOCKING Q ALL SHEATHING 0 EDGES (SEE III OPENING SECTION III III x II II EEW II IIr x E _ I III III II II II 2x STUDS Lu BEYOND. rn SEE PLAN o III I I I II IIII II II I I II LI I II h '--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM %S3'4" ""S" = NAIL 3/8" PACING IS 1/2",/2" r 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 wl (4) Bd NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING, SECTION X-X T�7 sF� 0 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) o�F \ F IiA!lc 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 Yg" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". y ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O W OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. u OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL o -'W2. w LL O " O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F y O pv~im02 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z 0 Cn i LL (2) Ild NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL K a 0 MEMBER IF GABLE END a:g c (n" NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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 `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 7WWF OR FIBERMESH �. ' - III-III-III j1d -11IIIII�IIIIIIIII; III-1 I 1=1 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1) (2) (1) 2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE I 7 r ;III„I T @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 ON v:t-- ' N > = o 0 a c-2' N c —.omx r Cu-O- y A O r N1-0N L Vi N O 10 <[ CD N E K 31 to 3 m120, C = Ck: N FE c !� o G. u w M 0 N N 0 r,`{{{1111l11r��' �'✓ NO PE78750 *�/ b• 'Cr STATE OF ' 4U 0. :• •�. •(0Rv 1� rr '' V r!!{{ 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. S � /a C cv t�p G •� .r0r � L � tll rnNo� "a w d) a �coa w JLLU- o 0 Z t io 0o W'`°�� m W d 0 w C-4 Z ILWCS Z U) z N Z O U ❑❑❑ W c9 '" z z z 'B 0 1t/T�{oJ,1 -J N LL€ �\ 0�,, N c �( ri � ® I U � 'o_"s z z Q M 1 Qo as E V I— wz,, 29 oa UO C R V 4 70 U O g CD I- 8 Z cn o o0 ZJ h au W W ht N F S J � o � �a 2 u? �o i T 1120 >00 ai C14�--- 0 Ito V' � N T L,C7 r r Cr 00 r U) m r- 0 LO C CD (V LO 11 LO ui m 04 p o Z Z E r- L T E a c� _ Q o JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING / r STRINGER MUST MAKE FULL / CONTACT WITH LANDING FLOOR / JOIST SIMPSON A35 OR / LSC EACH / STRINGER I \ 2x4 CUT ON BEVEL ' DOES NOT BEAR IN 1 D WALL GLUED TO 1 F 2x8 2x8 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER —2x SYP CUT TO FIT 1 ' BEARS IN WALL I f--2x12 SYP BEARS IN WALL I '---2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER FULL CONTACT WITH LANDING \ / r � / 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" �% _ AND 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 STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I I- 2x4 BLOCKING FOR 2x12 // I F2x4 PT UNDER 2x12 C I I I t@MAX. IDE MOISTURE ' \ ECTION / L?ATTACH ANTS / TAIR TJ" X TAPCO2" O.C. —ATTACH ALL COMPONENTS 1x4 GL OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / 2 T" TAPCONS @ MAX. 32" O.C. \ / i G.1 TOP OF ' \ STRINGER / 1x4 GLUED AND NAILED TO STRINGER 2x4 UNDER STRINGER GLUED AN 2STOPx4 DRAFT ^�N [ NAILED TO LANDING BLOCKING x8 SYP � � D 2x8 SYP DRYWALL STOP ' 2x4 PT NOTC / MUST NOT TOUCH 64�INTO STRINGER ' 2x SYP CUT TO FIT I 1 STRINGERS G H D BEARS IN WALL 2x8 BLOCKING FOR STRAP 2x8 SYP I 2x12 SYP BEAR IE I \ IN WALL I I 2x4 BLOCKING FOR 2x12 SIMPSON A35 — I- I I I I _: 1 _S:1 : KA -2x4 PT UNDER 2x12 OR LSC EACH L--1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. " = V-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 y OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED ' 2xi I D FTS P 2x4 PT NOTCHED INTO31 STRINGER AND TAPCONED\ x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS \ x4 GLUED AND NAILED TO STRINGER E ` J FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x6 SYP 1 / \ 2x4 SYP BLOCKING LSCEACH SIMPSON A35 OR FOR STRAP LSC EACH ON MTS12 w! STRINGER 2x4 PT NOTCHED INTO STRINGER (14) (SIMPSON x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL `~ SECTION VIEW "D" SECTION VIEW "E" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = T-0" Z-1" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 " = 1'-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 12 / SCALE: 1" = V-0" / I 3/4 PLYWC ON DECK H FOR STRAP 2x4 ISYP BLOCKING \ x8 SYP (SIMPSON MTS12 w! AND NAI (14) 10d x 1 1/2" \0 / FRAMIN( NAILS) 2x4 DRAFT STOP `/-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x*/GLUED AND NAILED TO STRINGER \ .41OR DRYWALL SPACING H E SECTION VIEW SCALE: �, = 1'-0" 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \C OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / V BLOCKING I ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. L-V(2) LAYER t" 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. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" SE CTION VIEW SCALE: 4" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO RING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) u 2X STRINAR 2X B�OCKING SIMPSON MTSJ2 w/ 1 (14) 10d x 1 1/2"AILS 1 \2,(VD OR Uy_05 PING 3 RIS8e / VARIE SECTION VIEW "H" SCALE: 1" = T-0" sus 0 Z- °J°jN� Yl .a N t .q�NY as y oc •— a. H E 0 0 a u 0 M O N N O L E 6y �•. ' .s '•' No PE78 0 0 : Cc.: ' STATE OF ' w� � 1 •��• • ( O RN 10 �•' AL if'r I 1 t l 1111 %00, 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. W IN H Q O E 9 N g N 8 O c R LL ��c� LL Oq o- a M LL a Y U Z LL 2 M a 0 �i W � 9 m W Q Q3 J W°'°' IL Z w MZ NH Z N OCi 00❑ W z U) a s. J d N Cq m z +-J �, h O w � Ln c d U • O w E Eg Q O E v rti 20 o �0 ?fu U �Q Z Z w � ACC O fxJ 2 m W N O Q 8 H r WO M < wa QZI I � r U U- y T > OO 2 ai CY' N F- � T N M L_ Co t\ LC) T �... Cr T oo !^ v! m F_ p L0 M L0 CV O c=o Q N if' LO T ui E (`V O c Z Z E T T a U 0 ¢ p JOB NO : 23-13143-13148 SCALE: AS NOTED SHEET NO. N CO I N M r17 r- 0 39 Q CN 00 NO 0 J M I N i Cn 39 0 v I rn T J i rh i N N co 0 IU v c� 0 CM rh 0 i a 0 E 0 x v c J i H 0 U J a> N 0 0 Q 0 a N O 0 0 0 z w 4 rm v §� tI DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER8-E7t1\1 4 1/2" DRYWALL ' TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. _ APPROVAL FOR CON APPROVAL FOR CONN. 1x4 P.T. 1x4 X4 FURRING 3-1/4" LONG X 3/16"0uE FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH iX8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 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" 11 x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 O., nCTA II 0 11A11 n=A II STAGGERED @ 12" O.C. 1-1 /d" n1=TAI1 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 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. Qs") INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� 2.-0„ SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS�F.. #5 REB, (TYP,) STD. 90' HOOK (1 ±5":L NOTCH WEB AT FIRST 2 COURSI ;At AUI I T = M.D s rurc i 5 I KAV =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"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 TO NAILS / 2X6 TO 2X4 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/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/,' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID i MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" ::::] Ilk rk. > GRADE ° D • > — - C p M c Z 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 ,R YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS �0 ♦0 #5 REBAR (TYP,) ♦♦� 1♦ 1♦ 1♦ 1♦ /♦�S�D. 90° HOOK (TYP.) 1♦ B @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED �-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 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 ALUM FASCIA BRG WALL TYPE PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW-1—Y--- 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"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2k O�FRHq + + cFNcry + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 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 + REQUIRED TO �+ + SUPPORT SOFFIT IT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. - r CFG SI-IFFT M) ANn z co 2 tL O LU a U_ H M 0 rn FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG.4.., RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5-0" >• ° ° •' °" #5 BAR xx V 10 e ° A. CENTERED W/ ° :' • • . H IN TOP 4 • d KNOCKOUT / it .; • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .► •• DIRT Z •• ' STANDARD 4 #5 BAR IN ! 99 HOOK iv FILLED CELL , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. a*a N N c to d� > u.r Z a� o CL N C cc C- — m x �L4_a eo o N O Y d , E c > c eo y eu a Nil en E o o. 0 M 0 N d N 0 %, `LE wk���'' O � 4 No PE78750 '•.� • : Lz -13, STA'iE OF '44/- .4f FS '''"..`l 1 E\•�• PJ A L To the best of the n iItWedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W Q cp o Cc)N h U �Np � "J J � o C di M V d d a 13 q LL U- _ a Z c 0 0 14� m g WM�_ W_ J � w IL Z H Z ry V1 O U ❑❑❑ W z z Q N z 1 (D4-1 Ci € (13 W �G W p L/i �M c lV ® 8 _ U � 0 a 00 < N 8 M 2 z z Z E 210 >m Q E U H f0 wrz i0 Z® ❑a Uo z� E GO �� Q Z �¢ W Z t cn M `� Sa Y � U mo �z Z z N 1 J yo a ° F >z 2z 3 Wa m }- �� �- - = y% � Mj ch a� i c o T f2 > cfl T Q N 1 CO LNMn T l"' T � 00 T V) In T F— 0 LO 0O O 1 C.0 r M N O c Z Z E T E T_ cc C a. I u ¢ o JOB NO : 23-13143-13148 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 CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" SEE ROOF PLAN SHEATHING �—BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS &PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) SIMPSON HTS20 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •�C 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" "ic •K21 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. -� A CHORD AT ALL HAND FRAMED AREAS TYP. ------/-WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 SCALE: 1/2"=1'41 HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 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 11 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/ — - 2) 2x8 SYP #2 P.T. FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE /� MASONRY w/ (2) ROWS CONCEALED SPACE INTO - `\` / = 5/8" SIMPSON TITEN HD, APPROX. EQUAL AREAS. \ _/ -. " MIN. 5 EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-01, 6" 6" 1'-01, TYP. TYP. O O 1 0 O 0 0 N I SPLICE O 0 1 0 O O O Z_01� SPLICE BEYOND Z-O" PART. ELEV. VIEW 11 IN: I LEI E L01 E 00 E It [ED (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 LAP SPLICE OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0"111�j - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. —FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 _ ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 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" WOOD TR OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—,, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS VX24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASONRY SEE PLAN DETAIL — ADJACENT TO TRUSSES /n% -1 na Tl1Ck1 A II Q 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE W/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER GA FILE ASW 0810 SCALE: 3/4"=P-0" 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2)16d TOE NAILS @ EACH END //;�FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDES OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ , 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP ChM FLOOR TRUSS FOR AN AREA < 1000 S.F. lH<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. —� MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) J"xW TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ® ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED __ WITH APPROVED FIRE CAULKING. 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3)1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED -_ AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO /� 1x P.T. BASE NAILER ONE SIDE OF THE / STD. 909 HOOK FLOOR TRUSS FOR AN AREA 5 1 (SEE DETAIL) OF --NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING 2 SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE \ () @ CONCEALED SPACE INTO TOE'tSNORD BRG EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA, COURSE FILLED W/ GROUT V P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) Z J �a . a _ Ng 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 (4) #5 CONT. TD. 902 HOOK ON 3" CHAIR 8" 2'4" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"= V-0" REV. 05.24.23 PRE-ENGINEERE FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE '--TOP COURSE W/ _,-- LINTEL SEE PLAN SEE PLAN W1►1�Z•hL1�:�ITrI 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 40 -r F.F. 00 VARIES WITH o SITE GRADES SEE PLAN fV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 co ' Uj W CD Z � M M C.3 !V - o0 C k� d Q d N 3 ='• d Y CL. d 0 3 3 co .d u M rii y c C= N Q •� E o a w M N O N N O �,•� p LE W '�. 10 No PE7n :�• STATE OF (D 0 R l�.• �J ��C, � �1 11,,E To the best of the Enginee 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 F 4 of SIN V i 0 - Cc,8 r N O w C-00 Nc'�vo� Q " a w u_ U_ _ o .p{ _ o � Qo ...-WNCD m W W m �. LL c N O O w n'Dj & Z U Q F z z o ❑❑o W _z g L t;g I_ o V U) v1 a M CD o v CD u. a--+ � V 0 t'6 Cl_8. ® w z £ a & �m r c� J z � z n J U_ E n� � y® m oa �E g o 00 �z �Z Z ` � g < ac mi zgo v� Jb �w —z 8� az W N� w �0 �° o .° T LA > 00 = 0 2 �••� e' L_ Co r N n T T T Cr is N-- OO V//) m T O LO C -0 �• (V o O O co Q N qq Ln T ui cy) N O o Z m Z c E T E y o) r- y `m c a U 0 ¢ p W JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. D1 1 M LO FE IV t� -72 CN o� n J i _2 1 M N co i M 7 N 0 i rn r J I M 1 M CV 6 0 0 4 Q M tV 0 a E 0 v E 0 0 c c J c U J a� 17 N 0 CN O T 0 6 (3- N 0 Zo Z LJ W s v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK SEALANT JOINT 5) SEALANT FROM INSIDE EDGE I N WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ 14 WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list 911nstructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scaring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1� SELF -ADHERED FLASHING E AM 1'4' PER PLAN V-0" PER PLAN 8" CMU 4" OR 8" CMU (PER SEAT DEPTH)IE FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOPE I -I^ II A i��_ 4 ; <1 <1 SHOWER SEAT WEATHER RESISTIVE BARRIER M'S SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER J SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER I a; a Cr CC a a Cn a w W U = W Q IZ W O _ to DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 8" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 --- --- I PLASTER STOP rry CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL]POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with �.� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �LL\\tt-SSA Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be Cement installed over the top of the weep screed. \STER STOP r� Plaster NTINUOUS BACKER ROD Y��H��J over block EALANT 1 st floor IENTITIOUS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C%J O &.J Q-pm>'N•C O P Z ✓ G U_ a- Ro 'Z; 'C CV t to N 10 a y� w d =-:5 c a E -.5c m�=d a j cc c o �e N R c E a o d M 0 N N 0 �ttttllllfff� `�%N% P. LE 110 Ga�.��c�•r�s*. NO P i � -10 13 ••• STATE OF ' 441 To the beat of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W a E 9 N 8gt u C °*. rn 20 7 Vj C a 0.. a LL LL a Z m Z 0 `�me 0o W r :_- q G Q' o N� m w Q ogpi = ILW cp Z 0 N M Z � y a z O 0 ❑0❑ W M (D Z N z zii Q � N M U, Z 40 .8 C1 V �4__J U N LL L 0 W, O^ w g L 1 VV) C N 5 U ... ® �- J E $ =1 U • Of N 0 o M aE o E CJ o z zo ❑ a I. CL mo v o U Z o E �` 0 °s a�i � g �W t1) C z 40 w� m O Z _S lip wZ -.. N w nI- W m ap �1= gLL a v zlc o a� o 3 •y T > 00 _ N �- O to � N CU T LIi T 1 T J-� VG� T _yM �/� r m T H p4_0 Ln M LO N O CY) Co Q f N LJn T' ai M�, 41 C_V O o ? z E r N r M d U � JOB NO : 23-13143-13148 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets (10 Gauf3e4 +1 /2'x 4-112' x 2-12' See Anchor Sclle Jule Baits 112"Via. A325 Gale. ITyp.) 0II 0 ' #laseif"t)rllhng SCr@Ws J4/C UITit Bottum Edge e Hurricane Strap (Tyrical: 3 in front) Front Cross Support (May be cut to WV) Left Bracket 06 Gauge) 014 self-nriling Screws Thru Brackets & BatkCross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 10-5 /8" WaasiTBrs / Seli-t king Nuts tiler -ells In lAunrnrt murustuna win It-s earl with uah I4u1m:aae A. Ri Raised Sad rlmvvlagavailsbla upon fegMat ( fee wdt ap21 Back Cross Support (May be cut to W) Right Bracket(16 Gauge) Florida Department of Business & Professional Regulation Page 1 oil Building Cotes and Standards 12M BJ2021 Product Approval Application Detail u �p 4' 3 7 NV ) �,. fi..: J cf Mr" 1 t I r fY ? Id ,1 � 1T d 4 A �. �.. d � •Sr- VI l �r'nr.fic'19v�� ,Iv, l M 4 P 9 V � 4 , ., "1�1 1 H n.,.,..J,:.,.r.rrJ.+,. V-.0 n 1 Y 4r. 0112. Endho W We Pitt Dees Pandnn 2a .TIaa yoijilla. arhweieera Uewr- Valld d d Ser Validated Submitted FSC Aomvvet A,-,d Etdta Alllrmulan 2020 Smart Vent Products. lu. Michael Oraham Hermes F, Naero P,E Locke B-den P.E. 12A W2020 I2/1SM20 1202IV2020 ApPew.d Calseary: et "Ilwal Canponenta (077) 441.83611 PE-73776 (334) 3DO-1600 aueCr.gory: Products Introduced s. a Rene of trilocanwrtvent can New Techndg0y Compllenc. Method: Evaluation Report bomb to. Ann iW Architect s a Llcenead Flande PrehaSSIcial Eng hoer - P.OSIUM.Its Roduan - 9AWAkAwwmu Approved for Use Aoorovsd for Us. Wald gum Ala Reehetl Ywdw. Numbor Nana on ContractFbwlralot Date In HVHZ ,�j pAdatam 1 &srtVanl Modal e1540.610 Duel Function Flood and V.ralallon Vern 12131/2023 Yes Yes NIA tl0i 2 6maIVen. Model 01540- 1 Deal FUnalal Floodend Venllatlon Vent 12/31/2023 Yes Yes WA +t00A100 3 Smanvant Modal M540.520 Insul.tetl Flood Vent 12/310023 Yea Yn N/A ♦100A100 4 BrnrtVen1 Model 91540.121 Insulated Flood Vent 12/512023 Yaa Yes WA .100E 100 6 ramertVant Model a1541-121 16&Wd: Garage Dow Flood Vent 12/31/2023 Yes Y. NIA WA 0 9nanVent Modal M 544570 Wood Wall Insulated Food Vent 121312027 Yes Yes NIA w10W100 7 S_AVant Model #1$40.574 14.6&wot: Geroge Dow Flood Venl 12J3112023 Yee Yes WA WA Florida Department of Business & Professional Regulation P.w 1 Of I Building Codes and Standards 1111=21 Product Approval Application Detail ,tp.t, t .. -.. ,., �. _..'/$�M1"1� ,M.G,�.i«Vl)., .,..m�l py' der � r� w. J.,..w �g`,yw ,r.,r ., ,r,�.ys.... A w- .r,-.r Y"KL.... ... ....,, ,,e,.. ,.:-AJ,.,4. r1.9 h�hiN�eM..e,mr�',W.IJelf,1.d4ir�.w,a'.,.o..n>htP:U.,::na�Sn1'^Law:malF.ri,.uav ,l(n �,F"k. .. r"' �iW �.�l. ter e•,u � 'r�dPi ^"'t '�.....�.., .,... ..-� Cotl. array or mite Wit 2OLb1sd0¢ Ode Milan version M-dectu0L Cannot im&MKALlwerr.r y g(py.ML YtegdW AWN" FNCAnorovM 6aarosed Malin ReMxon 2020 Drexel Morale. Inc. Joson Shumate Zachary R. Priest Locke Bowden P.E. OSM02020 OPIDWN20 O 202020 10/13m2o Approved C."sgW. R.Wg (5021 303.1511 P6.74021 1384) 3DO.18M subcd.garm Metal Placing I,humataildroxmet.com Compliance Method Eveiuelo. Regal Rom a Floods Registered Architect ora Licensed Fiords Pro esldnol Engineer FLa17679Jte Araducla Quietly Asoura oo AFprgvad for Us. Appoved fr tea wl MNa1 �Y Product Me& fasnhbar a Rama P CaeNerd 6alreelpn gee I[11= Q{6siaatlyyL RsdtttW Prevent, i 0-4 Mdal Rooting %W-. DMC 1DONS, DMC 15DSS, DMC 175S, DMC 200S, 12/312025 Y.. No NA•01190 DMC 5V Florida Department of Business & Professional Regulation Parts 2 d4 Building Codes and Standards ae20zq Product Approval Application Detail r 1 ,:, �xr (�opl 'fi'," Y r� '.+; rl 1 ':' <"; ^''" �L"y�y �"�'p,µf�' ,p�•,p»M�yc„ '•'� �'��. •, . < �n ,"fYr , 10 ,J d' ,� •, ,a;, �!Q��I�#r ;�y...✓� t�,m... dr,.h' ,>t,q�,a�� .n r :,k. .,- Ir . 2:.r,�:�•, w.�r,�y ��,.n!v.i � _,.�: ..1. w. , _. .gt! GMIM M ant go out Penland its An vddgu Magilem ex GgdeEt 5W116sLaLlowita )A9" AWE FNCA--,W agonavoid ALM& Revision 2020 Theme-Tru Corporation Slaw JaspN/al LMdOn F. SOhmldl. P.E. Ryan J. lung, P. E. 04A5f2021 1213V2020 04222021 08MOM21 Api-ed Calapory: Exterior 0- (800t 843-7628 PE-43409 t813)767-85a5 Subcategory; t9Mrging E rtoW Dow AMWWI" ai&IpereOfr@MaM1alrU.o Complime Mali Evslualion Report s-m. an, Fonda Reglrered Aacheod a a Licensed Florida Proresronel En pro wr PLiRMfi4t$ products pgt PrOdual Vaal. Nranera Name g6M2 LALVAM "a Approved $gdyrj, s In lw ate. Ansere ed tw Use tnew radon HVNZ nmea HyRz olosm Etle99rt 1 a. Tnrma-Tin Fiber-Cisslc end &raw5-Slat himirel e4e39A &qud;hped&glrol; OF. qua 12131112T26 No Yes Yes WA Composite Edge Fiberglass Singe Door dnswingfOut wing;X cmfig.,M an) 2 b. Therms -TN FlbenClasslC no Snlowh-Star Nominal $9239: 8wa,hlpsetbglsot: Opaque 17/312026 No Ys Yes WA Compoo to Edge FlOrglass Sngle Dow with SI6116e(e) (Inswing/D W wng'. XO. OX or OXO cmlli-tons) 3 0. Them.-Tru Flber-Cl4sal0 and Smooth -btu NOm7he188#30A&Ww;anpsdegW; Opawe 12/312026 No Yea Yea WA Composite Edge Fiberglass Double Door with or without Siaelt.e antYAnglDutawhg Xx or OXXQ anlOUfatbnal 4 d. Thwn a -TN Fiber-Cleawc and &pacth-filer Namin.l 6&Va.0 8qud:mped6qud; CO.qu. 12/112026 No Y. Yes WA ss sngl c Door CocoPOalto Ed0e Fiberglass Inswin Ouhwl ;X con nation' ( 1 G rq 0gx 5 e. Therma-Tru Fiber-Chisie and Smooth-&u Nominal 8641139A 6wd; IpodBquol; Opaque IX312026 No Yes Yes WA Composite Edge Fiberbin Simple Door with &sleds) (In hohnu ouhwhg; XO, OX a DXO "Ourulans) 6 1. Therm.•Tru Rbr-CiaKb end Emmet -Star Neminel 811,039;0 aqua; ercad&gaol; Op.Oue 12/312026 NO vas Yes WA Comp.R. Edga Rbero- Douala Door wen or -without Sidaa.. On-inglOotswing'. XX or OXXO cailgwou.", 7 g-Therma•TN Fiber -Classic and Smooth -Su Nominal 0&e39;8 squat; arped8quot: Glued 12/312ON No Yaa Yes WA compact. Edge 11bw9laas Stripe Door (Ina,mrslOunnsnig; X configuration) 8 h. ThennrTru Fib-Cle-lc end Smooth-81er N-,n.1WWII &queh lark-Kitud: Quad in12026 No Yea Y. WA Composto Edge Financials Snple Door with eldelee(s) (Ins inglOdlwlng XO. OX or OXO e"Igure lon.j 9 I, Therma-Tru Fiber-paaek end &TWIT -OW Nominal 66039;86Wd; a1pad6quol. Glued 121312026 No Yes Yes WA Campoate Edge Rbdyass Double Door well Or without scaltes (Inswing/Outswmg XX or OXXO c"eguratima) 10 1. Therma-Tru Fiber -Classic and engdh-Stre Nominal 811,039 V &wd; ahp.rM,ga t: Glazed i2/312026 NO YK Y. WA Composite Edge Flow" Single Door 0nawinpWutsving; X confpu outer) 11 k. Thermo-Tru Flber6lassc and Smlem-Star Naminml 11eA360&wd; kit .11ligsot Glued 12/312026 No Yea Yes WA Compoelf, Edge Fiberglass angle (bar with SalMe(a)11rewlrgl0 W wing: XO. OX a OXO conlgaatlonsl 12 1. Thermo-1Tu FWer-CJessic and Soo th-8tr .-In., 68630:0 squat;h ptot4od: Gland 121312M No Yes Yw WA C'P'"e Edge Fiberglass Dmbls Door with or without stole., nn.Mng/Outswhg XX or OXXO c"aauntion" -T Fl C2eawc and Srrioam-Star 13 m isartrr rat leer- NaminU 68ft36 8 b a' d8 ud: quad w .rrwe p 72/312028 No Yes Yes WA Molded open Comgoat M1 moreRbrglaSs Single Door h86 tswl : X c' ni rallal ( fro gat ) i n. -T FI r Ile and h-Sir 4 Therms rat M•Coss a Sword 1 N I 9 •8 d• ud;gaed an nor &a39, bou .hxaad60 1 12 22 026 N 0 Yes vas WA Molded Open Comp.0w Edge Flbergl.ae Single Door with Glued Melded Open "IrICe) (Inswingbutgwing; XO, OX or OXO eanfipp r-i 15 0. Therms -TM FIDehGesk and Smooth -Sr Nomhal Saa39;e &wotimped&gUat Glued 12/312029 No Yes Yes WA Mdad Op. CompcsAe Edge Flbrglas Doubt. Dow with a without Glued Molded Open SMolit" (,Inswingl0unwhp; XX or OXKO con5wrori"e) 15 P. Therme-TN Finer-Clw*and Smoom-&ar N-k,.l 6&a39;s SWWmwddqu tOpewa 12WI:2026 No Yet Yea WA Compslle Cogs Fbe gla"Single Door web ta(a) Wood Open Sldett I -In Culvwing; XO, OX or OXO conlgursri"s) 17 q. Thermo-Tru F&u.0assic and Smooth -Star Nominal8 Ole bwd;lrnped8wol; Opaque 12r312028 No vs. Yes NIA CompoNle Edge Fiberglass DoubleDoor YAth a without Glsaw Moltod Open sOrltes (In awlner011tawhg'. XXa OXXO c"0gurari"s) Florida Department of Business & Professional Regulation Building Codes and SW ndards Product Approval Appllcatlon DeUll Per i oil 1a1= ..�, :.�-.«, ,� �.,, 1:,J" 1,,' u:,,. �, ,d,.,, .s a 'q ;". � 1.�1 "'::ar Ina tx-Y ,,,)ti,l y ,;F. Y d A ti'.:';'�' Itr•r at .ti'.n, t'',ala'.� ; q :. r 7r X :n,:lp nk �I ��,,yy'), ;,.+1...., s.v,«(>Si.:,�?,'nual.,. &sae , gas Fide gdr.bn0oa ova w !logo Mile MsiLOK= £glad t9xen.r&ucent Valid. By Ydd td 4W0n119 PSC APOFOM Approved ItA= Revision 2020 POT In d.*I" Jon. R-owild MIeM-Des SCCO -CER Mlemi-Dade aCCO -VAL 11/1 VA20 1026MOM 1112412020 Approved Category; Exterior Doors (941) 488.0100 17661 316.2590 Subcategory: $long Exlarlor Doer Assembles Iroeow,04plondu.M.- Complance Method; Crtinonon park a Luring on' FI.a3a1.A33 lwaduet. awaLanum st Androvedfair Use AmrevadfrUse, Willed pidag Mae Redrml eewdrl. arrihr a Name F1'odnN Dee H.U.n Cerdlard ExOlretiwn Cola In HWHZ Ou8dm.Rwkz Auto" IYlasltt 9 SG0.5570 (Large Masi. mpsell Vinyl Sting Oche. Door 04/1412021 Yu Yes Y. WA November 1, 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 1br which you are applying for a Cate o !Subcategory Manufacturer Product Description A proval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star NON -IMPACT) FL20461.1 +67.01-67.0 psf 12131/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12131/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation Standard Performance Sliding Patio Door FL1824 +40.01-40.0 psf 2/16/2032 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 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 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG Mi Windows and Doors 3540 Single Hung FL17676.11 +30.01-30.0 psf 4/12/2027 MI Windows and Doors 3540 Series Fixed Glass FL17845.1 +35.01-50.0 psf 4/12/2027 MI Windows and Doors 1620 Series Single Hung Non -Impact FL21637.4 +35.0147.0 psf 8/1/2027 MI Windows and Doors 1620 Series Single Hung Impact FL21637.8 +35.0/47.0 psf 8/28/2027 MI Windows and Doors 1620 Series Fixed Non -Impact FL21639.1 +55.01-55.0 psf 8/17/2026 MI Windows and Doors 1620 Series Fixed Impact FL21639.6 +55.0/-55.0 psf 8/15/2026 PGT Series 5500 F 39. L2 2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 sf 1/2812024 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 Cw FIXED MI Windows and Doors Series 3500 HP PW FL17845.5 +70.0/-75.0 psf 4/30/2026 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Aiside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/ 75.0 psf 12/31/2023 Alpha Aluminum., inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2033 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roo#) 151b Felt Undeda ment FL12328 N/A 611/2026 Piyglass USA, Inc. (for Tile Roo#) POLYSTiCK TU MAX F L5259 N/A 1212312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12131/2024 Lomanco, Inc DA4 Exahust Vent FL17202..1 +97.51-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12131/2023 All American Shutters' &Glass G t Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tire see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2024 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 - FL6527.5 N/A 3/31/2025 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158 N/A 5/21/2027 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 10,022 r „`rd�y'r rkl "m�yw 5f i�, pY1y'r)vrt irnrh'�ilw�llh,1 4'�i'7?i?�?;ilti?`'Mt"l T♦if,(1'1''IA�',W Vr ��i li rr"pmv` 1'?±.:7Sn LM'�"%g'p1"1 ITn wp,14 1rl Gov ��Y•.. !•'.: ZP1e t.7lijx ',8 ;cot• f", 4.rk'•� @u t,1. i. +m� v ,.fe'4:1-u'n1 r . . a��llti,�:�r�-1 ,rvrvs GM entice 20 20 nate Pandlno go version Manufacturer CanuictElwlnar & lJcana Valklated By Validated ,submitted M apbroYal Aa aroved mall Revision 20M Thermo-Tru Corporation Steve Jaapereon Lyndoo F. Schmidt P E. Ryan J. Klmg, P.E. OW2312020 0VIM020 07120=20 I OMY2020 Approved Category: Exterior Doom (WO) 843-7026 PE-434M (613) 787.6565 SuIsCategory: SWnping Extarlor Dow Aeeenlblles oJewersoncltlermaUu.co Oc mpllance Method'. Evaluation Report from a 'm Florida Registered Arch 2ect or a Licensed Fiords FLr2a7o R3 Professional Engineer prpeudM goo It Product Modal. Nuri or Name ouellty Assurance Product Doeeriotion Contract Expiration Dad Approved for UM in HVHZ Outeld H 2 Jmpact Resistant DefilcID Proesure 1 a. Thernta•Tru Fiber -Classic and Smooth -Star Nlom nal 5S#39;6 &quotlmpsct&quot; Opaque 12/3112022 Yes Yes Yes NIA Composts Edge FlWrglan Single Door (InsWng/Outerwhp' X configuration) C 2 b. Thomrat-Tru Fibsr•Classic and Smooth•3Ear Nominal 0039,8&quct:lmpaot&quot Opaque 12f3112022 Yes Composite Edge Fiberglass 8ingb Doorwith 6MeMe(s) (irsening/Oute ving; XO; OX or OXO ` ey configurations) >• W 3 a Tharma-Tru Fiber-Cle". and Smooth -Star Nominal 68a30;89quotlmpaat&quot; Opaque 121310022 Yee CA" Y N 0 � Composite Edge Fiberglass Double Dow with or Without 6ldeltbes (I nswinglourawng; XX or OXXO seats,configurations) u c00'A r0 c.J 4 d. Tnerma•Tru.Fiber-Classic and Smooth -Star Nominal Still &quatlrnpaLt6quot; Opaque 12/3112022 Yea c G CV �1rJA,0 m K Composite Edge Fiberglas Single Door (InsWnglOuerwhg; Xconlmuration) d fro m O >r, 5 e Therrra•Tru Fibs-Cles3le and Smooth-Swr Nominal 6M39;0&quotlmpact&q uot; Opaque 12l3114022 Yes Composda Edge Flberglsm Single Door with N y O 4C adelfie(s) (InsWnp/Outawro,, XO. OX or OXO 0 1 Thome-Tru Fiber -Classic and Smooth -Star mh9guradons) Nominal 88#39:09quat.Impact&q uol; Opaque 123112022 Yes Ye6 d 6X Composite Edge Fiberglas Doubt Door with or Without Sidelines(InswirG/Otiteem g. XX ar OXXO configurations) . p c' 3 7 g. Therms-Tru Fiber -Classic and Smooth -Star Nomhal 69#39;8&qugtlmpsrx&q uct Gland 12131 f2022 Yes Yes Yee TgfA L Composite Edge Fiberglass Single Door 3 gp m p 8 h. Therma-Tru Fiber-CMSaE and Slronth-fir (In6voinglCude Ang; XConfiguration) hbmhal 8SUI &quotlmpact&q uot; Glued 1213112022 Yes Yes Y O I�A w A Composite Edge Fiberglass Single Door uAth �. Sdelsels) (Inswig/Outswina: XO, OX or OXO a N 9 LTherrrla-Tru Fiber-Ghssic Smooth configurations) Ncm'uhal S8#39;8&quotlmpact&quo, Glued 1213112022 Yes Yes Yes NIA G E and -Star Dow Composroa Edge Fiberglass Double with or ,r(tlloul SWallies (I nswing/OutaWng, XX or OXXO f1 V mnfiguratione) �- 10 1 Therrrw-Tru Haar-Clawc and Snwoth-Star Nominal S8k39:0&quotlppaet&quel; Glued 12t3112(Y22 Yam Yes Yes NIA a- Ca11p0aite Edge Fiberglas Single Door (IrreWng/0utawMg; X coMlguratlon) 11 k ThomM-Tru F81er-Classic and Smooth -Star Nominal 6039;0&quatlmpscUli not Glazed 12/3112022 Yw Yes yes NIA Composite Edge Fiberglas Single Door Wth SldelitorM flnswinWOutsvAng; XO, OX or OXO configurations) 12 1- Therma•TW Flbar•Clssalc and Smooth.Ear Nominal U039:0&quotlmlto&Aquo1,.Glazed 12,3112022 Yea Yes Yea NfA Composite Edge Fiberglass Double Door with or WNout Sidelites (I navinVOutw.ing; XX or OXXO configurations) 13 m. Thermo-Tru Flbef-Cbsslc anti 6m0otn-Sax Nomhal 6&098&quatlmpstt&quot Opaque 12131 R022 Yes Yac Yes NIA Composite Edge Fiberglass Single Door Wth &cunt Nan•Impaet&quot SMellta(s) (Inswinaouiawvg; XO, OX or OXO tronfiguratiom) 14 n. Therms-Tru Fiber -Classic and Smooth -Sun Nominal 611IM8&quotimpectdquot Opaque 12J3112022 Yes Yn Yes NIA Composite Edge Fiberglass Double Door with &quet;Non-I mpsct&quot; SldNltas (I newtrg/Ou(aving; o)0(0 cwnlguratlon) 15 o. Themw-Tru Fiber -Classic and Smooth -Star Nominal 6&639;06quotlrlpaczequM; Opaque 12/3112022 Yes Ys Yee NIA C.omposilo Edge Fiberglass Single Door Wth kwo0w-Impacdquot, Sklelite(a) Onswing(Outawi g; X0, OX or OXO eonfquratiolls) 16 p Therma-Tru Fiber -Classic and Smooth -Star Nomhal 8039'0&quotim43act&quo1; Opaque 1=112022 Yea Yee Yee NIA Composite Ed a FI Isa Double Dow wkh Po 9 la 9 &quw;Non•Impeat&quota SkletlMe (InaWsgJCutawing; OXXO conll2wrstion) 17 q. Therms-Tru Fiber -Classic and Smooth -Star Nomhal 58#396&quotNon-impact&qua Opaque 12/31r2022 Yes Yes No NIA Composite Edge Fiberglas Sing Is Door oraWnw g(Ouwirg; X configuration) 18 r. Therma-Tru Fiber4laosto and SrnOath-Star Nomhal 8S#3R,8 &quoFNon-ImpaOt&quot Opaque 1213112022 Yes Yes No NIA Composite Edg. Fiberglas Single Door with Sldelite(s) (InAWI1g/OutavAng; XO, OX or OXO configurations) 19 a. Thermo-Tru Fiber -Classic and Smooth -Star Nomhal 6&#39;84liquotNon-Impocl8quo; Opaque 12/3112022 Yes Ya No NIA Composite Edge FiLerglaea Double Dow or or wi wdhout Sidelit" (inswingl0tetaWno, XX or OXXO mnligUMtions) 20 tTherma-Tru Fiber -Classic arxt Smoota-Star Nomhal 5&030;0&quokNon-I mpaL%quM; Opaque 12/31r2022 Ya Yes No NIA Composts Edge Fiberglass Single Door (Insv4nglOutwonn ; X configuration) 21 u. Thmm*-Tru Fiber-Clessi c and Smooth -Star Nominal 88#39,0&quor.Nw,4mp%c*uot Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldelire(s) (I nswing/Outsw rig: XO. OX or OXO conflourationan 22 v. Tinrma-Tru Fiber-Claasicond Smooth -Star Nwrinol 86 WO equal: Near-ImpedS,quot Opaque 121•d1t= Yea Yss No WA Composite Edge Fiberglass Double Door WIh or without $ideliteo Qn%M nQfOuI%Mr g: XX w OXXO configurations) 23 w. Therma-Tru Fiber -Classic and Smooth -Star Nominal e8#3RO &gvotNwl-IrrVoct&quot Gland 1213112022 Yes Yes No WA Colo Edge Fiberglass Single Door (I nsw1ng10ulming; X configuration) 24 x The, ma•Tru Rber•Classm and Smooth -Star Nominal 8&#3g', 6 &quopNw-l=ct&quot Glazed 1251I2022 Yes Yee No WA Composite Edge Fiberglas Single Door vith siddine(s) (Inswing/Outswng; XO, OX or OXO configurations) 25 y. Therms-Tru Fiber•Claasic and Smooth -Star Nominal e80*0&cUotNw-InpataSquot: Glued 1?131I2022 Yea Yee No WA Composite Edge Fiberglass Double Door Wth or without 8idelites 0nitni rgictowhing. XX or OXXO configurations) 29 z. Thorma-Tru Fib&r•Clessic and Smooth -Star Nominal MOW,,a &quo; Non -I npad8quot Glazed 12/311'2022 Yee Ye6 Na WA Composite Edge Fiberglass Sirigle Door (I nsWrefOutavAng, X configuration) 27 za. Thermo -Ter Fiber-CIaa61c and Smooth -Star Nbnllnal 8&=3 O &quot;NIw-1=ct&quot Glazed 12/3112022 Yas Yea NO WA Composite Edge Fiberglass Single Door with Sidellte(s) 0 nsvAng/OutsvAng; XO, OX or OXO aonfigulatiws) 28 orb. Thomia-Tru File-Chosic and Smooth -Star Nominal SIM130 0 &quotN--I Tpad&quo!; G1...d 12J31/2022 Yes You No WA Composite Edge, Fiborglaeo Double Door Wth or Wth out Sidelines QneWrip(Nii ving: )0( or OXXO configurations) Florida Department of Business & Professional Regulation Page 1 .12 Building Codes and Stariddirds 6 21 Product Approval Application Detail T ion faV 1 ( het Y h ern v . sy r , CYO AdOror me A" Ost,FN,,&- odt 1ua �igdpg gmtegl smahiara unss. V.Ildeted as v01W119t SubrolAed MAeaavel A,-,d S" R.vision 2020 MI vandew, and Dow, Srent Sainger We Rcoedo Lenin Sewn M. Una,, PE 10/08/2020 IWV2020 10/114020 12MM020 Approved Category: Exterior Done 117) 365.3300 P662514 (71r) 317.8454 ShbCaegory: Mldng WOW Dow AssonWks bielinguilimlxd,00m ComGXlawo Method: EVnUW" Report Tom a F lance Ragisered Archuset or a Ll snes l Reds Professional are- FL17d3",Rg Planner Quality Asouserici Aeerewd fay Usa Atiarwed for Use )literal! Rt" peak&E&L2L&m Etr eve gontractSialredlon Dole IinHIWIZ Outside Kii Resisters lm.ln 1 SfvR165420 ALUMINUM 600 SERIES 420 ALUMINUM SGO OXO 121310024 No Yea No WA 145.314&quotx60&queq NON-PONFORCEO 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OK XO, XX INW2W4 No Yet No WA 96"1"" xSOdgw! NOW REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121311=4 No Y. No WA 145-Y4&wotx98squd; 4 SERIES 420 ALUMINUM SOO REINFORCED SSRIEe 42CALUMINUM SOD REINFORCED OX 12A1aQ4 No Ys No WA XO. XX soaquot:x8n aluot 5 SERIES 420 ALUMINUM BGO REINFORCED 6ERIE8420 ALUMINUM SGD REINFORCEO XXX 12/31/M24 No Yu No N/A 1438quotx9e&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application lication Detail PP Few 1 a12 1,➢12021 q':r•F kd 't N- 1 4 iy� I,M1 f '0."l A :', 4" i^^ A"' f qd S'.. rcx e}r n or 1J e r e o eirf.r/ ��,,t }V f r �9.q. ++' n Ii0 A 14u.,F�. �'. fN T - .1, t . 'tax JtlM r, rR•,;. ,r ','�"`k3 .t1 L Y IY..ri, 4�i & �'y, .lT ., ..,.. : r _:.v... "l J. m':,4.,_ .h„ ..,:.., x i .!�:.. A.N J. n ,: �...r�i1M:Ir"�, �.). #TA�. ''a. nrory,t •i°i... Jr r a. +. r,y4 �iM1. n � 4. .,.,, Min,-.. +.Y d ,J.. I,.n.....w ... u ..rh N. ). �. ..r. �. r.1 .r!'M1Wir ., r gg(k One =A Dole pands. ➢.era I'M version ranted EI OLlaiwt )ll9dsitg Bll YW9111ffi es AW = FAOOMXM humna it" NMdon 2020 Wayne Dalton. a dv16on orOvemosd Door Dwayne Kanieh John E. Scates idneyP Arneson, P.E 1DMM20 OWDM20 10232020 12/152020 Approved Cwpaaff. 1330) 763-6121 PE-51137 (904) 021.52N Category: Exterior Doors tleanl.lh(iWaynhali" t Subcategory: Sectional Walter Dow AsombMe om compliance Method: Evaluation Report torn a Florldo Regisonsd Arditecl a a Licensed Florida Rd"tional Enoneor AeaA Pryd{�Modet. MrDr or Nems Prraddbl Droorlonan raldAe 3aegeosa Conrad axolrulon Dees Aoaraved far Use Aanrovad Tor Use imcm pypg In WML Ft&WAWI !!t!!!al! 3 80 M10OM200#1105 9M39; Mee width, 10#79; Ma. height. Gl.dno i3/3l=3 No Yee Yes w31.00F35.D0 avalible In roc or Intermediate section. 10 6000/6100A20001123 166609;Max width. l4&e3s7 Max height. Olalno 121312023 No Y4d Yee •30,00A33.50 available In top OrIntemiedlale Saul". 11 IOW/510011200#1124 1601.039: Mgt wldh. 146a39: Mu height. Olezing 1213112023 No Yes Yet w34.40A38.30 avalleble In top or aturnedlste section. Florida Department of Business & Professional Regulation Building Codes" Standards Product Approval Application Detail P.ga 1 er 1 t/5202t A. �i kw �•, , 91 1 �, ..s � t I. a t.�: 1 y�.(,r,„y. same LAW or cola �,e Jbti ]poor version Maildilchear g411tPdt enalneer&Lkan. nhlleMlad av y Submitted Pecpaci val Approved Mallet Raved" 2020 Cufae Division .1 AADG, Inc Tam Retlay UL LLC Troy whop. P.E. 12/1OM20 1210112020 1PJ212020 Approved Category: Euarler Down f0411494.2013 (954) 947-ONO SubColegwry: Extuor Door Componon Iom.ts"94asaablcyco Co pilru. Method: Cwtitcomr, Merit or LNthg in "1 fig Rodiats OuelM A+auraaa Approved,rpr1611# A911:21M era We 1MWA cede! Ave&, rod an Contract exwiretlen Date In HVKZ ggry� Bull" Pressure807, fOLML 7 747, 767, 777, .647 angle d Penn of Plush, Olono, end L-w d eiho. end peers o1 I21312025 Y. Yu Yea N/A Dears hc4- metal doors. N N Cn 0 .e--• wt5 O Q- CL O r` .� CU C.) TO V W O O O O W O O O N CU �� O Q cn//(/��� Q Z Z W J n"elle-sell W W z cu O L O U O 2 CL ^ 1 W V � m O LCU W W Z Z a a SHEET NO, PA 1.0� Florida Department of Business& Professional Regulation Poo.s Of Building Codes and Standards /26f2022 Product Approval Application Detail A , I)Re Version msoW6StYu[ 4aotim Emamw&Ucanm VJBaatt eV Validated a))gmMad jgCAggptypj Apgpti(ed agpge Rayon 2020 ThemM-Tru Corporation Save Jaapereon Lyndon F, Schmidt P.E. Ryan J King, P.E. 1010712021 M1arw 10113/2021 12/15=21 Approved Category. Exterior Doors (8DD1843-782e PEA3409 (813) 707-Mm Subcategory: SWnging Etwomor Door Amombilm e)espaoan®thMRMdruao ComplAmae MObed, EvsluaMbn Report from a m Florida Registered Architect or a Licensed Florida Profarional Enginaw FLA12O-aT-hnduas QuinNv Anduranss ADDroyed teru m AODroved far use M1.0119 RIM 92" Product Model, Number Or Name pia( g Irk NVHZ Outside 14VH2 t j� 1 a Thermo-Tru Fiber-CMm io and Smooth-Ster Norninal M111039:8 &quotNon•ImpadBquot Opaque 1213112022 No Yss No NIA Composite Edge Rborglass Single Dow (Inowlnei0monvig; X configuration) 2 b. Therms-Tru Fibsr.Ck is end Smpclh-Star Nominal eAtrJO;s dquatNOn-Impunaquet Opaque 12/3112022 No Yes No NIA Cempbalte Edge Flbsrgls" Single Doer with SleeMe(a) (Inowng/OusWhg; XO, OX or OXO mnfiguratione) 3 c. Thermo -TN Fiber-CMssk and Smoothaer Nominal 68a3P8 8quot;Non-Inspaslaquak Opaque 1213112D22 No Yes No NIA Fiberglass Compoeft Edge Double Door with or Wtlout Odeltm (Inaw gVOu(Wing; XX w OXXO configurotona) 4 d. Th-.Tru Fiber.Chssic and Smooth -Star Monorail 7&839;0 SquotNon-Irtpaol&quot Opaque 1=1Y2022 No Yaa No WA Compafte Edge Fiberglass Single Door gnowng/Ou somi g; X configuration) 5 s. Therma•Tru Fiber -Classic and Srrooth Star Notional 74a39;0 BgwtNon-Imrpactilquot Opaque 12/3112022 No Yes No WA Conposihe Edge Flborglaw Single Ow Moth Sidslike(a) (Insmirgl0ulswin9; XO, OX of OXO configurations) s f Thomwo-Tru Fiber -Classic and Sm0otl"- W National 66e39:0 &quotNon-Nlpacl&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door gnaWnghouleVrtg; X mnfiguratlwl) 7 g. Therma•Tru Fiber-CMmb and Smooth -Star NOnninal8&a38;0 aquothlon-Impavolquot; Opaque 12/3112022 No Yes No WA Composts Edge Fiberglass Single Dow With Sidelfle(s) (Inso ine/Outswing; XO, OX a OXO configurations) 8 h. Thelma-Tru Fiber -Classic and Smooth-Ssr Nominal 801039:0 squat Non-Impact&quot Opaque 12131Y2022 No Yes No WA Canlpoatte Edge Fiberglass Double Door Y4th or Wthout Sualmo (Irmwlrg/OulaWrig; XX or OXXO configurations) 9 i. Thermo-Tru Fiber-1^„M69fc and Smooth -Star Nominal 66418quokNon-IntpaclBrquot Glazed 121312022 No Yes No WA Composite Edge Fiberglass Single Dow (IhavAnalOutawirg; X.configuration) 10 1, Therma•Tru Flber.CMnWt and Smooth -Sian NOrrsnal 6&a39;8 squittNon-Impsctaquot Glued 12/3112022 No Yea No WA ConVoo to Edge Fiberglass Single Door wth Sidems(s) (InswnglOulawing; XO, OX Or OXO mnfiguretlons) 11 k. Therms-Tru Fiber -Clams; and Smoothaar Nomnal 6609:8 squothlon-Impactilquot Glazed 1243112022 No Yes No WA Compook Edge Fiberglass Double Door with w Without S1delRes (InsamriyoulMlAng; XX w OXXO configurations) 12 I. ThenmaTru FiberZIMItIc and Smooth -Star Nominal 7&a39;0 agwtNon-Impactliquot Glazed 12312022 No Yes No WA Composite Edge Fiberglass Single Door (Inewfny0utwerm X configuration) 13 or. Themes-Tru Fiber -Classic end Smooth -Star Nominal 7&619;0 /quothlon-Irrpaot&qugt. Glazed 12/312022 No Yes No WA Compoe fa Edge Fiberglas Single Door wttn Sde1M(a) (InownglOutowAng: XO, OX or OXO configurations) 14 n. Ttnemna-Tru Fiber-CMesic and Smooth-S ar Nominal 8&830:0 dquot Non-IrmpactBquot Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door (Inswing/0uswing; X configuration) 15 0, Thernna-Tru Fiber-Ck+ssk: and Smooth -Mar NoRMnal 8&039;0 8quotNon-Impact&quot Glazed 12/3112022 No Yes No WA Compoaim Edge Fiberglass Single Dow with Sdelte(s) (InsW ng/0utsowng; XO, OX or OAO configurations) 1s p. Tlherrtm-Tru Fiber-Ckmeio and Srtpoth•Smr Nominal 88R39:0 Squat Non-Impactil Glassed 1213112022 No Yss No WA Composite Edge Fiberglass Double Door wiM or Without Sldellta (Insoninlg/CuNWIg; XX or OXXO configurotionc 17 q, Therma-Tru Flbar.CMalo and Smooth -Star NaMnal 6&g ;6 squat Non-Impeaaquot Opaque 121a12022 No Yes No WA Composite Edge Fiberglass Single boa with Transom (Inswing/OubrMng; O/X 1lwdlguratlan) 18 r. Therrna-Tru Fiber-ClosiD and Smoottl-Star Nominal 69a30:9 &quit Non-Impact8quot Opaque 12/3112022 No Yas No NIA Cc Past a Edge FiOsrplass Single Dow wren Sdelta(a) and Transom (InaMnWOuteWng; O1XO, 01OX w O/ox0 comfigutebona) /9 & Thmmm-Tru Fiber-Cbesic and Smooth-Msr Nomml SUMS aquokNon-Impa4laquot Opaque 1213112022 No Yes No WA Canpoefte Edge Fbergleos Single Dew with adeste(s) OnswhglOusvong; XO, OX or OXO Continuous Heed and Sill conAguratlrxr) 20 t Themm-Tru Fibs -Classic and @lgoth-Star Nominal s&a39;0 srgtrotNon-Im{wotiLquot Opaque 12/3112022 No Ym No NIA Conaxalte Edge Fiberglass Single Door with Sidelite(s) Ona++ingiOusw(ng. XO. OX or OXO Continuous Hlad and Bill corfiguratkorM) 21 u. Thema•Tru Fiber -Classic and Smooth -Star Nominal 6030;8 &quatNon-Im"c quot Glued 1213112022 No Yes No WA Composite Edge Flberglaw Single Door Wth Sktelite(s) OnshiraRkdoWng; XO, OX or OXO Continuous Head and Sill conffguratim ) 22 v. Therma-Tru Fiber-CMssic and Smooth -filar Nominal 811e39;08quothlon-Impectliquct Glazed 1213112022 No Yea No WA Composite Edge Fiberglass Single Door with Sdohle(s) (Insv4rg/OusMng; XO, OX or OXO Canon mug Head end all coat gursbcww) 23 w Therma-Tru Fiber-Clsut and Smodt+Ssr Nomnal G&a39;8 ilquctNon•Im{wcAquot Opaque 1213112022 No YM No WA Composite Edge Fiberglass Door Paalswith Vented Sidolite(s) Onowf nwOutewing; XX )OV or X)0(X mnfigu atlons) 24 x. Therma.TW Flber•Clomc and Smooth -Star Nominal 8&09;0 MquotNon-impatt&quot, Opaque 12/312022 No Yes No WA COnpoMM Edge Fiberglass Door Panels wllh Vented Sdeme(s) (IM&W rGAXftWng; XX XXX or XXXX configurations) 25 y. Therms-TW Fiber-Clamic and SmbothSter Nominal 68e30:6&quotNon-Impact6quot Glazed 12131/2022 No Yss No WA Composites Edge Fiberglass Door Panelswith Vented Saeute(s) (InsWNj/OuAWng; XX XXXnr XXXX configurations) 28 2. Ttlerma-Tru Fiber -Classic and SmoothSlar Norronal 8&e3B;O 8quotNOn.lmp7tl&quot Olazod 1213112022 No Yes No WA Composite Edge Flberglaw Door Panels with Verged Sdelds(s) (InsairglOutswing; XX XXXa)= configurations) 27 29. ThernwTW Finer.0male and Strown-Star NOmna16&a30,B8quatNon•Impocl&quat Glazed 1213112022 NO Yw No WA CorrlpoalM Edge Flberglass Single Dow vdh 3MG9;0 Sdeloe(s) (InshMng/OuMVAng; XO, OX or OXO configurations) 28 so. Thermo -TN Fbw-Classic and Smooth-Ssr Nominal 69030:8 &quatNon-Impactilquot Glazed 1213112D22 No Yes No WA Composite Edge Fiberglass DoubleDoor with 3MA39;0 SIda1Ms (InaW ry/OIffiw(ng; OXXO configunton) 29 2c. Thermo-Tru Fiber.CMedc end Smadh-Star, Nominal S&e30;0 aquotNon-Impscl&quot Gli ted 1213112022 No Yes No NIA Composite Edge Flberglow Single Door wain 34039;0 Sidalits(s) (I naninpl0ubwing; XO, OX a OXO canhggUrgbone) 30 zd.Therms•Tru FlbsrCXasic and SmoothStu NorHna188a30;08ghwtNon-I mpactBquot Glazed 121312022 No Ym No NIA Conpoada Edge Fiberglass Double Door with 3&a39;0 Sideloes OnsWrg70usWng; OXXO configutadon) 31 re. TherrtM-Tru Fbw-OmWc and Smooth -Mar Nonsnal 7&n30;0 squotNon-Inrpact&quot Shaker 12/312022 No Yea No WA Serbs Composite Edge Glazed Fbwgkms Single Door vdm a Without 18,11W2 6ldelte(s) (InswlnWOunwig; X OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards 3/1512022 Product Approval Application Detail FLi162B/S-Rr3�1 Entrs �� 29" iWYT KL r�� r��� I= D= r��� petit ryas Qy� Do sit" lygg Version Manufacturer Contact Engineer & Validated By Validated Submitted P&ndiQ9 ARproved Approved Revision 2020 POLYGLASS USA Maury,Alpert License John W. 10(2612020 10/22/2020 BQ 12JI512020 Category: Roofing S9542331330$malpertl@polyglass corm Robert Niaminen Knezevich, PE Apamuld Subcategory: PE-591as (954) 772.6224 11/01/2020 Underayments Compliance Method: Evaluation Reportfrcm a Florida Registered Architect or a Licensed Florida Professional FLNSM-R31 Engineer Products oMrao( 1 la11 rrswu sr Product Mudd, Number or Name rmdkm Oacdpdpn �2 1 Polyyam RoofUndedeyments Rooting undMlaymenb 10r21r= No Yet WA +N/N-822.5 1 Poydass RoolUndedaymsrurs (HVHZ) PolydameadundalalymeMs for use In FB012(2312023 Yes No WA NIA HVHZ )udadledona 2 Petyglaw RodUnderisymrK6(Ran-HVHZ7 "gres6foof undataymeMs, for use In 12/23Q023 No Yes NIA wN/AF022.5 F5CC mn44VHZ jurisdictions. 1 Polytheist RoofUndarsymsns (HVHZ) Pctygaaroof undedymerts for Use in FBC12f23FAM Yes No WA NIA HVHZ jud6dbtlons. 2 Poyglam Roof Undrsymvda(nw-HVHT) Poyglans roof undrlaymrdsforum in 12/230M No Ya WA +WAA822.5 FBC non+1V-4Z Wedktfons. 1 set o Poryla' rm (HVHZ) Roof ants HVHZ Polytheist roof unclad malls for was in FBC 12f2312023 Yes No WA N/A HVHZ jurisdictions, 2 Poyoam RoofUndrMymrds (non-HVHZ) Polyglaarcaf undrlaymrls, forum in 12/2312fa3 No Yee WA ♦NIA/-822.5 FSC nom41VHZ jW ddictlons. I Poyglan Rod Underloyments (HVHZ) Polyglam roof undrlsymonte for use In FBC12132023 Ya No WA NIA HVHZ)udsdictorr, 2 Polygess,RodUndedaymerns(non-HVHZ) Poyglassrod urodedayments;for use il 1Z2Y= No Yes WA 44/A/•022.5 FBC nun41VHZ junedicions. Florida Department of Business & Prorasatonal Regulation P4ge 2 r2 Building Codes and Standards &W= Product Approval Application Detail mtlt Eddy at y ak am Dow pwam 2" BCH vmWm Ymtajim Cooled Engineer lll� Voild".iw YWWaIW SAMI 4 FINCAawew AD= !Niels RoNMon 2020 MTek Inc. &M MAlden ICC E1 fu.0on Swine, LLC )CC Ewlustlan 94Moa 011032023 12207027 011032023 APPreved cohaory: structural Components (952)ew-6014 I.I.C. aubc~ry: Tenn Posted onioldonQml.com 1203) 099-VWD CONOM10t 111011100: Eaiurllon Repel Tom a Raduct Eve1u800A Entry nAujbauLftgA ele aumvAuumnm AaCrOM far UN Anwovad far Use bmA gala ANA agooL1'SOdNtassd91108 rdamu as tiagoi It In MVNi 2MMARIBmi !brake &Am= I MI&AHS 16 go. high WangM truda connector plot. 12/312024 Yet Y" WA N/A 2 MI66HE 16 go. "W high dtMOth tNes connector Poole 12A12024 Yes Y., N/A WA 3 Mille 18 ga. tru" connector piste 12312024 Yes Yse WA WA 4 MTI@HS 16 ga. high. vmp two connada plate 121312021, Yes Yes WA WA 5 MT20HS 20 a. high otnrilm trYM connects pate 121312024 Y" Y" WA WA 6 TL/A, MTIS to go. ter., connecter plot" 12312024 Y.Y" WA WA 1 11-20, MT20 20 gtau" cmMRa plot" 12342024 Yes YR WA WA TT992 Vadon Mrlulshry Aiflmstkn 2020 POT Industries category: VAndolvs aubtabgory: $1.91. Hung CanOi-. MYhod: Ce Hit lon Mork Or Listing Sly pea jl Product Modol. Mmhr or Maim 2 6H5500(L.rpe MaYlekpdi 11M VKN4R Ma&ubmhff AiflPnMlon 2920 PGT lndukkte. CMogary; MAndows subcategory: Flied C&TOW o M.ahW: Coruscation Med ar Losing FLDL%RU Pro sul 55 PMF5520 &errs Maelb Impact! am 21M Vernon dmlalgan ReMMoo 2020 Jcmas Hamm Buddha Products, Inc. cskagary: Panel W.Ils eldhCaalgory: Edna aa1p114Me Y4metl: EWUelIon Raped kfan Fkdds RegMem dArchilect Or a Licensed Flodde PrdeWonat Engines LWLUNwmbdm a" Product ModeL Rurihrar Names 1 Cemplank Lap Siding 2 HordmPhnk lap aging Sdfk in Version Ilmuligal R".i. 2020 TAMKO Bulling Products LLC Category: Rocing subCsaegary: Underlym.Ms CORIW1YYt Method: EYMueton R4pa11 Tom a Florldo Ra9mtemodA URect a. 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Foams a.: No ., No • 75 O 6 3500 HP PW 96xW Fort..Froe 04302p28 No No V 8 CD 1 3500 HP PW 0d2 Fatless Frame 04 OWS No C •S !(, Cv'3 CV Page 1 or I Florida Department of Business & Professional Regulation Paget al 1=21 Building Codes and Standards IPM21 Product Approval Application Detail Erift w ant an Dab Pwdm an contact and& &Llama YalldYedBy Valkwed itmmmw set Approve APN9Xm age Jere Roaov.'4N Miami4Ad. SCCO-CER Mi-i-Odd. BOCO- VAL 11095/3020 1IMM20 I IM12020 APIROnd (541100.0100 1753) 315-200 rag 13dispalnaassoc, Om Vied Flied Modest a4f=025 Y. Y. Yes NIA Florida Department of Business & Profisssicnal Reguation Building Codes and Standards Product Approval Application Detail CamLa 20M EnaYhw&ucina, ValldM4d a4 Chad Mucks V. Mdnew Ton John Seutnen, P.E. (9001 5464wo PE41662 (352) 367-25M cMd4lydaeiemeehud t.txm gift Er11fc9t gat gat Di fJ!on&- an sctffs jygl VlraMn tsmlldxtr[m 290= aldnwa Lkaot Yodidsid By )fly Eat 1K.Ami9Ya A =od stead DM Version essiddahm ROM91" 2020 MI Windows and Doors Brent Smingr Li. R Lange. PE BE- M, Unch, PE lnw3o20 1"612020 1OMS2020 1WIS4029 APKW" A711nnYbn 2020 POT Industries Colegary; Wndoas (717) 3W-3wo PE-62514 (717) 311-0454 CMparyl VAndoWa ad,co pery: 1110- DNUlnperamxwtl.com auhC.lepory: Mullions CoaglMlca Mdhco: Evieuddm Raped tone Can"-Midmod: CaMlorlon Mark Or LeI Florida R"Witred Architect or a Licensed Florida RansYmal Engineer twocALI&Nwk Ems Product Yodel dumber a Wine ABA •eon sigma PJLWa MUM 2290Mullions fact Goan nd WaOowe 2 5764 V.Meal Numinum Mullen 12312024 No Y" Yes WA Page l of I Florkla Department of Business & Professional Regulation Pops 2,02 JAV2021 Building Codes and Standards +00=+ Product Approval Application Detail f gate acts 2dLbmim Dee 29A m1ly or ant ➢tit ore Pand- au A&UM PSCAowDNd Aumng am mm Version amLftAb" gI3Ylxt badnw&Llctnk VWMMedM &Awfam PSCAbnrewl Aee Wd fArn 01IDMMI 12/14/2D20 01,082021 409 FBC AMP RMYon 2020 Aleld. Nick 7hompeon Lyndon F. Behold, PA. Rym J. M.S. P.E. 02nSr" 02/lUX21 0 41212" 04132021 Approved Cstegay: Panel Wens (310) 922.20010 M0400 (013) 707-MS alAGmoory: Sam mth mpsalmeiskte.00m COII1 As Maawtl: Evaluation Repel tam 6 FMd. R"WK d Neh#Wt a. Liconfed Flood% Praoman.l Engm"r "fizMag prooducte CkMKIAtmdlm Amrowd for Use Aoarawd for U" MEW QtWM It(�Fkwgma Aorowd Liu A000ddladUr rJ„plyd )ti �, i ..mil Ip-molt dXSYde MVMZ ) !mE Gs>drtamlafan t C it. PACE 9laelelaglmi lteelafan Caemin Pro -trod by Yding 12112=3 Y. Y., NIA WA 1 .. iquct2Taquut Sam Vent or Sam Mnyl atilt 12/31/J023 No Y" No N/A 1Mraoent mpeldog IV31=3 Yes Yes N/A NA 2 b. 6ouaAllon" T4Aquot Soso Vent Or 8cad VIV Seta 12412023 No Yea No NIA 3 c. 5qua4iwnbnarVlnua BeodoiNIM; Bola Vent Or 9oed Vinyl Soot 12312023 No Y" No WA 4 d. dqud;086nwt same Vent a shad Vlryl Sod 12/31/2023 NO Y" No NIA 5 e. &quotChsrw OM+&quot salt Vent or sodd Vinyl SONt 123120M No Y. 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Yu bra Ner a II>mmbasaJal9ta ggg((agtjMtipylm ego" In HIM 00,14e H VIIZ Reabsent pmsua 1 DMk-Nr^OA-9 or TRI-Wln Deck -err DA-4 Lalr Prdk, Pdypropylma Plastic. RoolVent 12/102025 No Yale No .97.W-97.5 Mechanically Allach.4 to Plywood Deck. Florida Department of Business& Professional Regulation page d+ Building Codes and Standards 1252022 Product Approval Application Detail 221110 Entltv ar gggl 20 DeMPendlna IM Verdian Mansdadgrst cantod Engineer &Daansa Validated By Yilplawd SubmHod FWAggaaj 9m[9Ylg Sfpglp Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, P.E Troy Behop, P.E. 10MI2020 1011 W2020 11A/5/2020 1211 S2020 Approved Caregary. Shutters (501)712-9682 PE-0040649 (064)947-OBW Subcategory: Stofm Panels mlkeb®alkuosricrinahuae Compllenae Method: Evaluation Report frown a re.cam Florida Registerod Architect or a.Licensed Florida Professional Engineer Baumusumawo 9YplEY AslYrsa9p Approved for UM Aroroysd for Use lmm two gore s Product Model NUMbr a Naas Preguetotwoon ocit ct Dmlfbaen Dap In HVHZ 0911010 HVHZ Resultant Prom 1 24ga GalvanWd Stoat Storm Panes 24ga GaNanited Steel Storm Panels 12312022 Yea Yee Yes WA Florida Department of Business & Professional Regulation Pow I al Building Codes and Standards m42021 Product Approval Application Detail w- arms sr got ale ibMPardm Amp 3Yin YSMm moasio(m Smlmt Erdnw&Lia Ya mm8fc abidw EIS LWhNmM A&auw ZaQ R-Asbn 2020 Way.rbaww Rob B.Idwln ICC Evelustion Bryce, LLC ten Lamm, P.6. 02022021 10N32020 02/032021 APP.td cabs! : structure Components (253) 924-6476 IWO) a39.32M WthL7fepary: Ems. ree Lunoer RoDM.8Y0MOdilreYwlla Carohancs, Mssed: Easidon Report item a eufr.oan Product Ewlua9a Entity ptiuydnl FImmdo f WALAUMM Am modImUm AMOVWIW UW Impaxt germ aria! 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Method: EVeluaton Raped tome Florida Registered Architect Or a Licensed Florida Prdaselonal Engines "MB43aaduu awwkAswim 8 ! AMA Product Descried- gmkm&godoug 2* � Oufdd,HYHZ RodWot P- 1 TPMCO FIel Tap OINRIdga Vasil In "a. fa no 20 ga. relic real-is#a nth lama OBA04me Y., Y" NIA. WA 2 TAMCO Gooseneck Vent 200.. opimi 2 No Ye. NAA +0/.52,5 3 TAMCO 0%Rdp Boer Vant ofth Bate ?6g4. rape foal VanVatar alp hle(JNted Damle OBIss : Y- Y. N/A WA 4 TAMCO Rand Top OnRWOO VIM vent Beet for fib 26 go. staac fool vendata with agree 09109/2026 Yes Yak NIA WA Florida Department of Business & Professional Regulation Paw 1 a3 Building Codes and Standards w 2w+ Product Approval Application Detail tuna FaanLa gee gun gentmdm Des pros YMSWn aldausla" soaect Lid humor A Domed VAROLt At 2dwod lkk%M FBCAoaayM Am wd ptWlm Re -Asian 2020 Sorel Roofing Ancarsal Rados IAPMO Unfomh Enilmtbn Gary W. Walker 11113312020 11,022(120 1110SM20 Approved cam mv: R"Ano (001) 3004091 Services LLC 1205) 454.014D Subcaegegon, ft A.o Ties RabhMtlwaalebsal,eo CompeeMe Method: Eviludion Repo" pan a M Product Evoluabon Entry award Amagout AMifoVadfw Liss Awcavod for Ulm Im m aelm Sol &Lola awm dmo mam 11i� I'EA= 16 t3exOm1 • BAeka, sod" County are. 9pAI psi Enough Flat envM, CO 1213 yes NA WPJL Thnoh &stop: Inwood 17 Saxony 000 - sue, Shake Will Sail Shtka Flat Prone • Brockton, CA 12AI12020 No Year NIA WA 18 Saxony 000- S Ne, Shake &amp; Split Shake Flat Prone - Rialto, CA 12/31 r2m No Y" WA WA 19 Box" 700 - Shako, Slid. door, Snit ShAku Flat Prole • Stoarlem, CA 123120" No Y" NM WA 20 27 Saxaryy 70D- Shake Mid. & amp; Sclh Shek. ieps rdpan4/Bareekne Foot rc •Rlalm. CA HIy+Prallm-Katy, TX 121h11 f.10{Q 12 1 No No Yes Ves �1/A /A WA WA 21 VII. Low Prole- Katy, TX 12/312020 No Y. WA NM Florida Department of Business &Professional Regulation P.p 1 ail Building Codes and Standards Maw Product Approval Application Detail moss Moody or ak grr Oaktmalm of Lae YKWM NMI*M= guest amumL&lnmu YMIdium NW" atalidges EECAMI VM Adams-d fltetaM MYlaon 2020 Aging awn LAWN ICC Evaluation service, LLC wahln M. Ramfak. PE 10312020 10221MM 11AM020 11N6/2020 APP ad Category: ft at-1 Consonants (3211710,3377 (4011 e61.1917 aWCishino .TN. Patae BIYw14QobinaiW.arn Compliance k Mhaf: EAmi uelbn Radar tom a Product Evaluation Entity nmgmtCt9dme agammdta u law OR" pkgl Product ModY. Ru.br or N4sve f+lQdat,llgg)�pp Ir!!)A{L outside d ILgimml GlmIQ 1 ITW BC0401Ohe Higher So-* IN &temp: 8) Meld Connects Plate 12/3iQ024 yes Yee NM WA 2 ITW BCOA4Ph. I-nge Rote Metal Connector F4ate 1231/2024 Y" Y., NM WA 3 rTW BCOANpine Tmba Metal Connects tam 12312024 Y. Y. N/A WA 4 ITW SCOANpine V/eve nrehil Cennacta Rat. 121312024 Y., Y. NIA WA grass ]sae )Wien mawtmwm Aamalah 2020 Alnho Aluminum. Inc. CYegay� Petrel MIN WDG" Rory: ftmo Cmpsant MMMd: LAsl.diah Report room. Florid. R.9*-d Architect a a Licensed Fbnde Praesslmal Enpneer zuduoALVAIAM as" P a.aea MndY. Nwea, a Name 1 Npha Minimum said damp: Varied Aluminun SOM CMU &.top: Woof Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail limit, or ftaDna Emmea,3LWM Jove Sera Luls R. Lamas (401)509-2008 PE-0614 Yphuluminanhnayaho o cam Erma LBUK M Noma Aluminum Said damp; Vented Aluminum a."/ CMU &temp; Wood P.O.I d2 WM021 am 2" 2ALbadkm aft rimaWAt zieg m anm ZOL622mid ammlma peer Sloven A Linen, PE 11/16 020 1128/2020 1120f2020 Approved 1117) 317-8454 otaft Asoaanu Approved for Uses Aoprowd fa UR pnow Dwight f�amLPaxtmlmLWa Iglgmt 2 WALL= Angm" $melaa 071302023 No Y4. No WA CL O N 3 17a zle s ED O.� C 40 C Flodda Depertrnerd of Business & Professional Regulation a �° Budding Codes and Standards o C 4v Product Approval Application Detail Z to ? 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RoAda Deprrarisett at E{wlneA7a d Plohaelonal Repulstlon o►a. t d, Rtxfda DepeNnartt of Bualnws 4 Ptoleplonal f0agulatlon PaAa t rt Ro ca AfxmPrm 70'A POOP Oo7Ponaen Ja XPJtlOn ar5a WIItPor rq Door JPmN L EuexuPr, P.E 4 07H418@0 07174TL@0 07lNF!@0 Apreretl AfxmlBon O17`m PPW Cerprabn Jos MlpNan er5a WIItAOW W oor T.E. W7xl, PE, LLC Om4rJox a7n4110'10 @/!!Pl@0 Apprrwtl Alsmaaxl lOfilA PeOP CorpaMbn Joe Wedn+aeM Wlrrow rncl Omr JPlnp L alJdflrf, P.E. 6 O1A4fa0aD OTltya@r ONaOta@0 Applrtrtl AMmatlon 8Q7O MOP OPrPPrPAPn Joe IMytlxn BPrla WPIMI aotloHPr T.E. Wm. PE, Ladi Amdalbudadan Ansmad Fm Um OWN L Builm cu It LAJ mob ftsbaRnedialm 4e No +4040 t err tOgO Yxap rlyd xMWOw pPx7ry @Haig@9 N. -6945 to 4 D No V�a No NIA w w CD r-, _ Cn U 2 C • Simpson Strong -Tie ZOZO FBC Approved Products upload,2l3G202p Simpson Strong -Tie 2020 FBC Approved Products Updated 12l302020 Simpson Strong -Tie 2020 FBC Approved Products wtlated,2134r102p Simpson Strong -Tie 2020 FBC Approved Products Updated N Q- I O O O O O 0 •� C (7 I� L Q� L M O '0^ Q .0 .� VJ .6-/ Z�U) `�/ O L^� i..i O U O Lr. ICU W ^� i..� L� O W �^^11 Q z W J z Q J SHEET NO. PA 1.3 IzrJarmzO For roect In" to all SST approvals Isaed below, CLICK HERE. For direct Inks to ell SST approvals Isled bNOw, CLlrr uEoe. For direct Inks to all SST approvals Isted hNav: S4J x uoec For drcet Inks to all SST approvtls laced Dhow, CLICK HERE For additional IMpmaUan regarding Florida's Statewide Product Approval System and Marl -Dade Canty Notice rX Acceptance (NON. 9y,ISYLtl2,;:. For additional IMarmetlan regarding Florida's BUIov4ge Product Approval System and Mam-0eda Canty Notice IX Acceptance (NOA), cucK HERE. For additional Information regarding Fldnde's Statewide Product Approval System and Mam-Dade Canty Notice IX Acceptance (NOA). eucK HERE. For additional Information regarding Flplda's 8telewltle Product Approval System and Mam-0ada County Notice d Acceptance (NOA), CLICK HERE. FLat23SS-R7 FLNtr�W6.R6 FL�4'36-RS 11 HUS, HUSG sartes hangers Face -mount hangers available in widths ranging from 1.518' to 3 � Np 9/18"and heights ranging from 45! ' m 11". Contested flange �,� Product Model. Number or Ndme Product Description goo k Plgduct Modal. Number or Name Product DasedMlon ,yRgg•g product Model. Number or Name Product Description version (HUSC) available for models h frig width equalto or N 1 Titan Sbmlass Steel Concrete & Masonry Screw (TTN-SS) 1/4"diameter Titan stainless steal masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 8'T, BTB. BTH Brick Ties greater then 39l16". � 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIB Collect Straps 12 IUS aeries hangers Face -mount hangers available in widths range from 1-7/8" to 3• � 3 APB44, APB44R, APVB86, APBBBR: APB88. APB88R, AP51010, APB'1010R, APYB44, Outdoor Accents Post Bases 3 CS14, CS18, C518, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114" ro 18". FLRB APVB44R, APV8t38, APVB86R, APVBBB, APV688R, APVB1010, APV6101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25•SDS, LGU3 63SD3, LGU5.25-SDS Face -mount hangers O 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2�, Outdoor Accents Deck Jcist Ties 5 CTS218 Gomprossbnffension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers Z )� Product Model. Number or Name Product DeseHatlan APVDJT2R-8 6 DSP, SSP, TSP Surd to Plate to 15 LUC282, LUC2102 Face -mount hangers C 1 SD10112D68 Outdoor Accents Connector Screw 5 APHH48, APHH48R, APHH610. APHH810R Outdoor Accents Heavy Hanger 7 Ht, H10A, H2.6A, H3, H8, H7Z, H18, H16S, H1&2, H18.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging fro 1 W 4- Q CD tl) tD N V O "a O CQ l2 co -0 V 4_0 Cn c � cv Cn •}(a (D O ` M O W t� a c • O C a - o CL c°n) G .� VJ L� -a-.r L i Q O Q L U 0 L �� ill Q O � w Z Z Z a J ll SHEET NO. PA 1.4 M1AMN tsr�+�a-DrwE cocrxrit � PRODL'CTCO!tTl�LOL SECTI03�T PGT Industries, Inc, PGT Indatsiries. Inc. PGT Industries. Inc. 11805 5a" ,a sweet, ltoamn •aQg NOVICE OF ACC�PTAl�TC'E: EVIDENCE $LB�4IITTED NOTICE OF �LCCEPTA:'�C:E: E�"IDE��TCE SL�'83IIT'TED N DEPARTI►�NT OF AEGIILATORY APtD ECOYOJdIC ttESOL�bt.GES (rtER} Mi®t, .Florid. 33175-I{7.4 NOTICE OF ACC�EPTA.a'�iC'E: EVIDENCE SL?B3flTTED O N BO:AitDAPQDCODE ADMIHISTRATIOI�iDIVISbD!t Y (I8� 31�-2§90 F (786}313-ii99 1. Evidence submitted under previous NOA D. L�AI.II� ASSi'R�NC'E � ♦Miami 1Q. DadeDepaztment of Regulatory and Economic Resources {RER) 4+0 N L j U MIAMI-QADE MIAMI-DADE COUNTY N 0 i2 C Q Q • PRODUCT CONTROL SECTION ® Cast -Crete USA. LLC Cast -Crete USA, LLC Cast -Crete USA, LLC Q CA- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 N • _ 6 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED N 46324 o C) i (D Cn fa -co � NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 ::- o .Y UO "� c I- i Cl) Cast -Crete USA, LLC County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS o ; N CL O LL 3 Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheA of - 4 Co C +.� prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " y O 0 SCOPE: "Cast -Crete 4 ", 6" & I2"Lintel Safe Load Tahles'; sheers 1 through 3 of 3, prepared b LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, cc a -- � "— N E N 2 This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. pp g g g Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 oj'3, prepared by Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08119114. 3 a s d e »- +, to O (t3 CL The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on > e d ._ u 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 d (A) 1. Test report on,Jlexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and C 1. None.5. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS �' a 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 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,C. E a It this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. lay Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino. P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein and has been designed to comply with the High Velocity Hurricane p Pp gn p y g ty Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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" prepared y g g 2002• 1. Letter om Cast -Crete Corporation, dated February 03, 2012, signed and sealed p y g Parrino, P.E., certifyingcom liance with the Florida Building Code, 2014 Edition. p g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality stem Manual or Prestressed Products dated 2002. � n' �' f by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE 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 1 of 1, A. DRAWINGSSUBMITTED 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 I through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1 None 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1 None. mi any section of this NOA shall be cause for termination and removal of NOA. . D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources (RER y y P f � '1' )' 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 I f � E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S. -,A tl— I{elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor �1JJ NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 lk MtAhtEDt►oE Co Expiration Date: 09/11/2023 ' Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11R023 08 l Zo l �' Zd Approval Date: osnono2o Approval Date: 08R0/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 f Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Ifiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino. P.E. CU EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS8. Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. C) 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of rL 1, prepared by Craig Parrino, AE., 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 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. 0 B. TESTS O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I` 1. Article of Conversion for a name change. O CU A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. C>Helmy Z Product Control Section Supervisor Product Control Section Supervisor ..J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —� E-4 E-5 a SHEET NO. November 1, 2023 PA 1.5 1 L I EC"..O�Imc_ PgODUQgVALUATIDN EP02r'1•Nn. 2Q_JM 2 Piko iCT R.V UAT UN LBMI'r NO 20 D2 7 TILLIT TESTING a ENGINEERING COMPANY 22-MT REPORTS: D. MATERIAL CHAR CA TERI3TICS AND $1PEQE1GATIONS: _._. wnrrr?rL A nLtrr TR., F.E. tilkc .].crnn rN.rx.t.XXT,w�.."TIr Large missile Impact and fatigue load tests were performed under Protocols TAS per 9 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads Shall be strictly In accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing ( ) g A CAU.-MI.Om0719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #98-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PTION REPORT #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, - P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/10/1998 and # 2126 dated 10105/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMIMONS AND CONDITION$-Q USE; REPORT NO.: 20.029.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shell be strictly In (compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 20D9, 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 CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Wetter A. Tilsit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2..".TRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as 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: Glabsi Proiscition Pradugltioj= length based on rational and comparative analysis, and in accordance with section 1618 of the Florida Building Code. Calculations prepared by TTlteco, Inc., 7.3. Product shall only be Installed into poured concrete, concrete block, and wood name structurea• 4800 S.W. 61 Street Davie, Floride33314 dated 11/03/08 and 03112/15. signed and sealed by Walter A. Tillit, Jr., P. E. 9. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillie, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Wetter A. Tillit, Jr., P.E. (System Large missile Impact under section 1628 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiltsco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01020.3, Method 1 D of the Florida Department of Business and 4.. WIND LOADS RRRPP$ISTAN(`WE: �v►\��P A �71�� jaw Prohsslonal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length shall boas indicated 8, 10, 14, 15, �M , , ' ** ,�... This product is being Issued an Evaluation Report ee described herein, and floe pressures. panel on sheets 16. 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -' -- q 1167 ' _��'�-3c_•--� '*= been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product to for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, - '-'" �* ; -'* ' ?/`-,�'3 SfATE OF at least equivalent to that required by the Code. 14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Olxxllnent (P.E. D.), drawing No.20.176. �`—'-f �`-� dc'.• (DRIB P This Product R d ct Evaluation sport shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions $A,jN$TALLATION: 'oSS/0N AL �•NG hNNHrHH,ll+,w++ Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; 2.1, PRO13UCTEVALUATION DOCUMEN_T_(P•EA.0 sheets 3 thru 7, 10 thru 20, 23. 24 and 28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Mlnlmum separation to glass shall be as O:Tr LTECO ADMON RECORDS I P. E. REPORT-20 l OLOW PROTECTION PRODUCTS, LLC 120 BADE GALVAN2ED STEEL STORM PANEL10RIIIM17e%REPORTR 20-0728.01 Drawing No. 20-176. 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. sheets 1 thru 26 of 26 prepared by Tikacw, Inc.; signed and sealed by Wafter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part 4g�Is Evaluation Report. `��+�Ea A; r/��,�R'A o'�; �\CENSF r✓� r, �r14<%r - s3► ''��GENLSF .1. . , ,i =o_ -. No. 4416i it _ - ` J * f / STATE OF •,% _�. 4��`� p,1 R s%.o� : i`(i t. oj- .••1O8I ,.... �''/NF`1i,S 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pion: (305) 871-1530 y'PQ;1,(3r(49 1��� i�NA�) µ�.�+`� I IHNUIH4H+, fiedE RL-hums: B 3) W CASE THAT PRECASI SINE, OR PRECAST GONCNEIE PANELS. Sr.. OR 1111. BOARDS K FOUND ON not CAISING WALL., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE. BEHIND SUCH PANELS. 1 STORY PANEL SHORN DN TWS PWXk;7T EVA LAUN0N DOCUMENT APED) H45 BEEN VENPIEO FOR CUMMANII IN ANCHORAGE SHALL BE AS MENWNED IN BD) AND IN 0,2). ACCOROANCC WITH THE 2020 (71h EDRION) OF THE FWWDA WRARIG CODE (C) ;O-Laujuf,8000. LIeN_.ffjcfl ._.ao."--""• . a.. IMNl DESIGN 17AD LOWS SHALL BE DMAMINID AS PER SECTION 16200E THE A617YE MENTIONED COOF.. - ,/4'6 TAPCDN ANCHORS. AS MAMUrACNREC BY I1W BUEDEX• INC PANnANTE FEMALE PLUS FOR A WWO SPEED AS RCAUIRE'D W THE ,NRROICTNIN WCRF THESE Sm1TTEXS WILL BE INSIALLEp AND - #14-10 D AND PA"ELMATE ANCHORS, AS MNANACTURM W ELCO C70NSTR000ON PRODUCTS FOR A DINECTIONALm FACPOR Ha.0.85. USING ASCY 7-16 AND SR." N07 EXCRO TNT' WKNAIIM (AS O) . 1/4.0 (AC SCREWS PER N.D.S. DESIGN PRESSURE RATINGS INDICATED ON SHMS 7 THRU 12. 14, 15. 15. T9 A 70. - 7/16'6 . 5/e• WOOD BASHING. AS DISTRIBUTED BY ALL POOR SCREW, BOLT A SPEC/ALIT CO IN ORDER 10 VERIFY THE ABOVE CONDITION. ULTIMATE DESGN WIND LOWS DETERMINED PER ASCE 1-16 C 1) URANIUM TWIFADED PENE'IMIDh INTO WOOD OF TMCON ANCHORS SHALL BE 1 1/2• AM 2• FOR ELCO PAIIELMATE PLUS SHALL E FAST REDUCED TO AS D D[31GM WINO LOADS B/ MULTIM.YNG THEM BY 06 IN ORDER TO AND PANn1MLE FEMALE 10 COMPARE IMM W/ MAR (ASD) O(SM" PRESSURE RATNICS "OKAYED ON SHEETS 7 TMNU 1:1 1'. '51 ,O, T9 A 20 IN ORDER TO WWI` THIAI ANILMOR5 ON TENS PC AS TESTED WERE NOT UXEI SlIeSSE'D, A MIS ACREASE N ALLOWABLE C.2) WNIEIRA THREADED STUPEACCO SK&L Of lC* SCREW, INTO AR WOOD FRAME UWI SEWN MOIL •. 1/1'. I O IHREADETI STRESS FOR MAD LOADS WAS 662L USED IN MEIR AMYSIS FASTIMAS SPACING TO WOOD HAS BEEN DETERMINED W PENETMTION INTO STUCOO SNAIL BE CDMSIOFWED AS PACT D< iH7 REIXIRCD 7NREAOF.O ION. ACCORDANCE WOH ND.S. 2016. C 3) MINIMUM EDGE DISTANCE OF LAG 5CTRWS. INTO WOOD SNARL BE AS INDACAM IN THIS DRAWING STORM PANEL'S WEOUAICr FOR MPAC7 AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORMMCE WTN SECTION 1626 OF C ♦1 LNF49,0.PM PENETRATION lK WOOD RUSHING sNNI B[ 5/6' , 4 / 2" LONC MMM THE ADM MEMIONED COOF AS PER HURRICANE ENGINEERING A TESITIQ INC. REPORTS 96-569. 96-570 A 96-YID AND /' F.. 20 WRM USED SHAL1 BE 1 1 UM F'LNPSTRAIDN TESTING LAB WC, REPORTS. #2032 A #2126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I' MNMUM FOR WALLS WTTH 40 STUCCO AS WAS AAERICAN TEST NAB OF SOUTH FIUNREPORT #I]21Y.OI -09, AS PER TAS 20,, TAS 2tl7 AND C5) IN CASE 11A1 OKC47 STONE. OR PRECAST CONCRM.. PANELS. STUCCO OR WOOD °DANOS K FOUND ON THE EXISTING TAS 200 ) S7ANOA1D3. CA WALL. ANCHORS SHALL BI LONE ENOUGH To REACH TOE YA61 STRUCTURE BENNO, SUCH PAII 2 ALL N,UMU4UM EXTRUSIONS TO BC 6063-76 A.IOV AMC) TEMPDI. (UNLESS OIWRWRI NOTED) SEE SHEET 2 ANCHORAGE SWILL SE AS MEWIONED W C. I). C.11 A C 4) S ALL ALUMINUM SHEET MLTAL USED AT CLOSURES SHALL RAVE 3105-H14 ALLOY (U) ANCHORS SHAU BE INSTALLED FOUACIPM ALI. OF THE NECAMMFNFATIONS AND SPLCIF)GAI10NS OF THE ANCHOR'S MANIIFA(T RER • AL STEEL SHEET MEIAL PANELS SHALL HAVE STRUCRµ QUALITY STEEL. ASTM A-653 GRADE 50 WWMUM. G-60 e. PANELS WY ALSO BE NSTALLED HOtl7(NItALLY FOLLOWING NSTAly1TON DETAILS SHOWN ON SECTION ] THROUGH 10 (SHEETS 4 OALwW12E0 51EC1 C(SOIAnON W/rY. SBS NMI (AFTER ROLLED) 14RWCII 6) EXCEPT --MI HIADERS1200 SHALL NOT BE USED 5. ALL SCREWS TO BE STAINLESS STEEL W4 ON 316 AM SLRCS OR WR(N)Loh RSWAW COATTO CARBON STEEL AS PEII I R SHNL bC ?HE RESPONSIBN)7Y OF TMI COITRAITOR 10 VF311FY THE SOUNDNESS OF THESIRUCTURB WHERE S2AIT7ER IS TO BE 5001E W/ W bl nELO STRE4GiH AND 9G EM 1rNSNE STRENGTH A SHALL COMPLY Wj FLOODA BUILDING C00[ ATTACHED TO INURE P INSURE ANCHORAGE. THIS 1HUT7" SHALL CNIY OF ATTACHED 10 CONCRETE, BLOCK OR WOOD FRAME SE SECTION 24,1 ].7.4. MVEDNGS. 6 BOLTS TO BE ASTM A-301 UAVAH M STEEL, OR AISI 304 SLINKS S,ARILL S STEEL. WITH 36 MI, MINIMUM YIELD 10. EACH STORM PANEL *1H LENGTHS R W- M I '..4• R s RNGIM REGULAR AHE 7M OVC a AOUG AS SECTIONS 6. 6. 9 10 AND ALIFOWNERES BW, C RE ICY >. e t 12 11ESPE[7Np Y, 51W] HAVE A LEGIBLE AFD READILY vl5lal[ MARKU,G A+SIRUC7RNG OWNER DR T ANCHORS TO WALL SHILL BE AS FOLLOWS- TSIRE A NOW ON SHEETSG r IpNANi O SECURE PANELS WITH A,WLIFIB NT Or LE RINIFOACEYC D1X(6K PCF0o09 M/RRIGNE WARMNG (A) 19..LXISIYNi_PDyBFA.SONCICII- f I THE INSTAtAION CUNrAACION IS TO SEM/CAULK ALL SINUTTER COMPONENT EDGES WHICH REMIN IN CONTINUOUS CONTACT WOH . 1/4'6 TAPCON ANCHORS AS MANAAC,WRID BY I.TW WIL.DD. INC (M,H 1'0-3192 P,.I) THE BIMDING 10 PRNCW WRD/MN INTRUSION - 1/4• I . 7/8" DLK-IN ANCHORS. AS MAN(A'ACUREL BY DCAALT INC (MIN, r' -3000 p.•,.) - I/4'6 . )74' 701.10-SET ANCHORS. AS DIStROUTE0 BY ALL PLW SCREW, BOLT A W(CIAL1Y CO 12 STORM PNUL IN5TMIARON SHALL COMPLY WIN 5PEC5 IWXGLIED IN THIS DRAWING PLUS ANY BUILDING AND 2ONWG REGULATIONS (Mn. 1'c.3W0 P•.I.) PROMEO BY THE ARTSDICTION WERE PERMIT IS APPLKO TO - #14-10 PAMUMAIE FEMALE D A PANNUAIE PLUS ANCHORS, AS MANUFACTURED 0Y ELCO CON61RUCt" PRODUCTS 13 (0) MIS NNOIXL7 EVALUAIDN DOCUMENT (PF D) PREPARED W THIS ENGINEER IS GOKRK AND DOES NOT PROWDE NFOIMAIKN (MIN CF-]350 p4...) FOR A SM SPFCAM P UECT, I.. WHERE 1HC SHE CONDITIONS DEVATC FROM THE: PEP - I/4'0 Lr TAP -GRIP ANCHORS. AS WNW'ACIUIEO BY 1Ru -FATI CORPORATION (Yc+]600 P.4.I) W CONTRACTOR TO K RESPON519LF FOR THE SELECDON, PURCHASE AND INSIALLAnON RNCLLONG LIFE SAETY OF MI5 PROMI ANC1 A1) MINMIW ['MiUYENI Or TAPCON AINL'raRS IIf7D POURED CONCRETE STALL BC ](4': 1' FOR PANELWIE FELWE CONCRET BASED ONMrs P.E-O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON IKS DOCUMENT D AND PEUKL tE PLUS AND I FOR CF TM -GRIP 114"CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS WSPONSIN m A7) CALX-IN A SOUD-SET ANCHORS SHALL HE EMBEDOFU 1/e• INTO THE POURED CONCRETE NO EMNEOMEW INTO W TWS PRODUCT EVAL.UATIOi DOCUMENT WILL RE CONSIDERED INVALD IF MOpInCD STUCCO SHALL BE PERWTIED I/4• III-20SCREWS USED SHALA OF 1 1/2' LUNG Y,NIMUTA SHOULD 51UCW EDSr. NO I• WMMUM FOR WALLS WITH NO STUCCO. ANU MAY 9F HEADED SCREWS OR ALL TWWADEO SCREWS W/O Owl. (d) SITE SPECPK PROAC75 SHALL BE PREPARED BT A FLORIDA REWSTERED ENCNEM OR ARCHITECT WHICH WILL BECOME THE Mo WITH WING NUTS. ENGINEER Or RECORD (E OR FOR IH[ IHTO.KCT AND WHO WILL BE REVOPSIBLE FOR TNT PROPER USE OF THE ►10 d RECORD• ACING AS A DELEGATED ENGIEM TO THE A.31 IN CAR 11AT PRECAST STONE. PRFCASI CONCRETE PANELS. PAVERS, STUCCO OR WOOD 60AROS H FOUND ON TN( RE.a ENCNEElt, SIIAII SUBMITTO THISlAf1ER THE5TE SPECIFIC DRAWINGS FOR RENEW. EXISTING WALL OR FLOOR ANCHORS SHAL SE LANE ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MEM10NE0 IN A 1) AND IN A 2) W MIS PEA) SHALL 9EM THE DATE AND ORIGINAL, SEAL AND SOMTURE O THE PROFESSIONAL ENgNEER Or RECORD HAT PAEPARCD IT (B) lO IXISf11NG CaNCRR.JilO@_WFAL.IISSN..1:rs9' 14 SNUMA MANUFACTURER'S LAW1 SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- • TMCON ANCHORS AS MARUFACIURLT BY I I W VALOEY.. INC PANEL SHVT1tR IN ACCORDANCE WITH SECTION 1709.9.3 OF FLOMW BUILDING CONE ONE LAm - 1/4' F P 7/6• CNX-N ANCHORS, AS MNNIrACTVM W DCwALT INC (MPH. err l6OO p.m.) SFALA Of PLACED FOR EVERY OPENING IABEUNG TO COMPLY WIH SECTION 170992 OF THE . I/.Y R 3/4• MID ,SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPICALW CO. FLORNM dWLDM LADE (MIN, 1'r.tow PA,.) ni15 DIIAMMO SWILL ONLY SE USED 70 C 10 - #14-10 PAW"MATE FEMAE ID AND PANFLMATE PLUS ANCHORS, AS MANUFACTURED BY LLM CONSTRWTON PRODUCIS (MAN ,'<-2071 P A 1) IA1111111111 OBTAIN P[RWTS IN THE STATE OF I/4- • CF TAP -GRIP ANCHORS. AS MAhUFACNRPO BY TRV-FAST CORPORATION +'n A_ 74 /r 91) WWI/UM EMBEDMENT O IAPCM ANCHORS, ELM PANILMARS AND Cr rNP-GRIP ANCHON. MID NIF uC FLORIDA BUILDING CODE(Nish Wbcf NurHcaM Zone) OLD" TAM soil EW 1 4/4•, .. `f^ •- .1IM MIM INC 20 GAGE GAL4YAWZED STEEL STORM PANEL TRY.. Ire NO, 4 167 •• 13.2) %:ALA -IN A SOLID -SET ANC14005 SHALL BE EWK04XD 7/6- INTO MC CO+CPrE BLOCK UW No E _ �� INTO STUCCO PALL W PERW ALD •ITH •-20 SCREWS USED SNARL BE , 1 /'/• LONG YIWMUM 5110U IX:CU % A GLOBAL PROTECTION PRODUCTS, U.C. A/N/� EXIST, AND I' YMIRAIN FOR WADS WITH NO STUCCO - - ""'- -;4 4AW: '�2t-,, STAi OF � IL � �• 0 ERc � .6m 6. eI srFF+t /wy� ,�j�11�'�,. F�-�A',��'' w,+a>i CIaK n m1. IC DP•,. ' _j_l+ I . w0"wI_,M, • p�PN°M. �Y ,• w,PNF LIWgFr-, ," o'�4)ew-.immmorem-, 21 p76 .-I,'4E,"- — - '•I s/DNA E ^MF/DAH 460°°XTIi•., w d AN, re - 7A 1 N.1 7 WNaT , a a LONCRTI ANCHORS (ICE samov" *.- son 6 HA10Ua 9) E TACOO gTURTIP. E 0RToc°QU io INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CONCRETE PANELS(l) BLOCK dE 11A STRUCTURES 07NLTYn ANCHORS (!E 6pCW{F a come" AIC.m SHEETS a PROUEH 9) em 1C.&A" ON 044M a --MAN 0) ---' I - - (( 9atDuµ Lea �� 4' DIgTe1G POIR[D , r .(4) POUREDAE01101E4 - 1 1 \ 1HEEn e tII1pNa 67 \ \] � CONCRER KOW9E:D1 \y,�J. ,pV- r to Rn% T 11q /.'1 -O e IV'k Q EXISTING POURED�.IINII I CONCRETE RFovaEo.'.i I 1126amAr I d l fl I fin. �m m° I 0 I : I 7u n7A� a rtlB 6 RR 1 aU --I 1 , p ai 1 N i i y L" _ JI CLAIM, 9 I 1�Yg? �•( . ' .O l I I 1 7 I 6E� I 1 I I v,i. - ��� ay y 1 a I 1,�-ay7 I '_ i0 MP . n,15hNG IIXIREO E 0 I I @O I 172ff CA, CISnNc P011lgq LO CONCRETE BLp°aGN I pan�o 1 Na- I aoHIDiF BL11PoaL RCouftD - 1 I 12 1/2' DC I-[ 7-� � 1 ..._ '. REODIRED I _I I 111n - .1 .'•. /.• 6111110.R FC __' - A. 1X /Y.6 W ••. < ,'2.I 1 Yin.,- �, 4;D(.'•i-4. MNI • Ot. I I��\ - 1 '-7 ,rt E.D �... �1­ -_) �. -. ..Di me iYN6 YR ee ':i.. _ i ge R ,A ,/r OG ..... .. I ",/r OG .. ; "am v. win I "� I I 6,yL Ln L w20=111 J I __ �Iy1 $ I I I I I I i I 1 .. - I t�,E� t N% /6 II \ `f' I 1f� 1 ,2 1/r of d w. I " CL 7 ant -Fm NN • I e i E'X15IING POURED. � E O '' j I I 1raM/Y DOC _.__ CONO CtRE/F BLOReC'FL RIOOR[D 4 �' - 1/z . . F 1 \.. ...1 .. E 7 D _i D14TIIB� POAA[0 Y , . •-1• MM. •S ' t• Vln i ___ CDNCREIE 3/4•- A P.TI I cacao AXc+Du - a[OLwKRrt AINLXaes --E D. rawmT ANCHoIa 4 ti / bi i1 'N TMOmRD W/ ORS, . - //�AA�'�� CP... a Cw (CTOQM OT MA ) ((!!Q� a �/� i : aE Off 101 )QUE 0 9 T TWS fCIWDLRi a C7' © SIR7I 6 T1•I�: O) � � faA[RE a nlRgla p (�n90:CDML�� 6) �,� oIA 6x6 • SHEE,S 9 COMO" 0) 'WIRY n►iIXNrRtD 9si.t/.V._, , a YN: ACQUIRED, _. _.•r AKNM WLE ON` SHEETS I T470UIIH 0) /rI/. O pIy[:, SCALE 3/8-11 9dtF 1• SdAF 3 hl E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 6 a 9) NQTf FOR COIABIIIATION OF crrTTeMRI TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 L EC rJ WRODUC']'l'VA1.L•A,ni)NaR1nYT n 10-0727a2 2 NFeoDEICTEV E.1ATrnNY1'.Pn�TTO.26-6T1 3 INc. TILLIT TESTING A ENGINEERING COMPANY . -___ ____..____ -_ 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTO 12.99 standard as 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on WAL7ERA. T7L.LTT, M,P.E. filtl)O1@Wl.coln PRODUCT FXAL IrIATION REPORT PT. it LkWI 4461 per section 1609.1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D. ILI:A.LR,*ax% .hW16119 Section 1709.8.3, per ASTM E•330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document " REPORT NO.: 20-0727.02 R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.175. Np 0219.01-09, dated February 25, 2009, signed and sealed by Edmunds + " DATE: July 27, 2020 Largaespada, P,E, and Henry Hattem, P.E. Large missile impact and cyclic tp loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida R. MATERIAL CHAUCTERISTICS AND SPECIFICA ONS PRODUCT CATEGORY: Shutters Builds Code. Test Reportprepared b American Tests Lab of South Florida, � p y � Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. '� Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. ::No PRODUCT SUB -CATEGORY: Storm Partials Gonzalez' P.E. 20.175. Z PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL Tonsils test report No. OCM-198 by OC Metallurgical, Inc., dated March 13, 2000, sI ned and sealed b Frank Grate, P.E, as per ASTM E-8 and Tensile Test as g y Anchor specifications oumnt(P. shall r as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. per QC Metallurgical Report No, 10KMA31B, dated December 1, 2010 signed MANUFACTURER: Global2ralMlon Products, ILLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 48M S.W. 51 Street 2.3.9TRUCTURALENGiNEEgIN�CA�„S'ULATN)NS• ZILMITATIONS AND CONDITIONS OF UM Davie, Florida 33314 On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 1. PURPOSE OF EVALUATION: section 1604 of the Florida Building Code. Calculations prepared by Tllteeo, prepared by Tllteco. Inc. and signed and sealed by Wager A Ttlltl, Jr., P.E. This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System 10 # 1206) to the Global Protection Products, LLC, Rule Chapter No, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. T11ik, Jr., P.E, 7. t 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES e Ins ailed 51820-3, Method I of the Florida Department of 13Lost nos* and defined section 1 Florida Building Code. Professlonal Regulation. 3. MISSILE IMPACT RESISTANCE: 7.3. Product shall only be installed into poured concrete, concrete block, and This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. wood frame structures• been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cade, and to verify that the product Is for the purpose Intended Product Evaluation Report prepared by Wetter A. TAIk, Jr., P.E. (Florida License at least equivalent to that required by the Cede. 4. WIND LOADS RESISTANCE; No. 441 On President of TlReoo. Inc. (Florida CA-0006719). This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on shoots 3, 9, 10, 11, `,0141 UIIFEIIr ,r(L+', 0 A: TI((/� 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175, Maximum ,a',.. 3A: k,\ a :•'•,� 2. EVIDENCE SUBMITTED: Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-173. �--� --- S 2,1 PRODUCT EVALUATION DOCUMENUKE,D,): 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to � , * * a --:--- Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. WAT1LL - g$77AATT��� Da TILTECO ADMON RECORD81 P E. REPORT.20 I OLQ*AL P40 N PRoDK$ L eE CAALYAWSOSTEELSTORMPANEL\ORWG#20-175%REPORT*2O4TrA? shoots 1 thru 18 of 18 prepared by Trlteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawingis an inteRM(al+ N/qi ff)� Lu11tN A' .o'•.• Gnat 1.1. .� 4,N�HS1 ONAL Evaluation Report. 3` \Er ^: '/L(� 's a �� rr(�A NSF NNn P�`�`r - ga,�*_ 4\GE iy ' :✓ 1. _ _ -, - `\t)t c . 't - ;ct c •c�•. FATE F , • STATE OF s 0,0'.• F/OAIOt' •; •�4 (c4, F ao�;. FLORIOA ; `�Ey _r 6355 N.W. 36th Street, Suite 305, Miami. Florida 33166 - Photo: (305) 871-�t� �A�q(3(1�G\,89'1-1531 AF'yuSlON1Aiffit" �`��0 AN/1N1tI10NHd COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-I-) .... - ... I&I"' (101AL WIDTH) ._.. _. .__ .. I 5 I W (TOTAL wIDTM).. . . ... -I .... - 6.25--... - -- - I -. _. 6 1/4• ... ._ _._--..__- 0• 1 / _ 1 �- ---L350' -, I.3iSO• - r: •.5W' ,.,N. __ - 1 ` \ _ -. _ -'1.55f1,•.-. 1 °3°VA/•02D S E I.J50'—. /�\ 14 1I�' ASTM 6 W 0. 00 �_' /,1• - D Ose' YN. TNCNHIOMEDIi:: ORAOI s0 Hf]IMEO ..63 '/ ; 2.65I GILMVIRFD STEEL f00E/ r'/' ; 2.65. G-410GALVEDGE .2• �l,. TYP \ 7571E A-6e3 2.0p0' 2 /. ` 7"• '•S';. . HEMMED �.. d1A0C SO 41rAAIM RET'` °ETAI I... '_ -'..NE7D ' � 1L` G-60 GALV I�TAIL A ` � 48.8 I L.rP_ A 46.9 _ _ .. ­ .. .AI. -"316J ' L _,M-_7I 1. _! - ­ .- . . _._._6.250•--_-...__--_. -- -1.350 (D STORM PANEL 4 END STORM PANEL 2.16T - ., i 30 / - 1.260' 2.187' ' 175• 1 ' FANn.S EIYO LIP 1 s'F-.20 ,/, 2s 750' W/ HEMMED 1.DGf ,i F ,W R a ) •.125' -ss enD ,eV[1m To NPut)OLE 0 W -' �.7so'� /�`/S - R-Oleo' , , .]!0' I 1 - ? IO NIGH a 70 ANOIi • + 1 ,I ��� r~ : �% /IOAS. 3.375• DW _ �j.09), . 2000'1.500' F1.500' R'�1�j6n/�A tl.11 NFIMIEQ�- b 2.A -_-=��21 yO9]-'75.(oiM I I A a fix" - 1- I- 1 i/�'i �. - R. a 37s �0 1 ( I 73• - .2W9• ( - �! I,1TAM R f ' u." ` LsoD --L]00 —1 ISOYETRtC VIEW DETAIL A 90=� L---2oOO - a.aoo RNmDED COINER •ENDS OF PANEL'S F j/ a END UP wHEMMED EDGE O *h" HEADIE O MUM HEADER 4� Age 4�A ANGLE WITH STUD (N.T.S) ��.1g�p ��� REVERSE WTU12 ... I -1 WAO I $EE W. .. .1 1/14 A 2/14 0 e LOGE 374' I __+__ ... I.390' Or PAREL 1eol -'Y 1G1 374'- . 310: .•-. M 304 S[R1TS : ..�' I., i w TVP ra. ( N..ay0aser , ( 6i0 i.... la's ,/.•.- ' "`'SB sruD RACTtO T.I. ,,.on.1 375' ANRF • U7 ,/7' _. _ I .. _.-4 Leif'i 1 S°0• 1.7{]' �063''1 1500• 4-,53//L1 1 8,,.. ALP. 101V9TU0 HOE MR __ ,09]' i LOCAION A `.BST'IVEW ►ANQ OVERLAP (. N.0 tMS' t 1 i i �.ORO' t. . _._ f t 7I W J 2.000 -'trrP) TWO* ® KEY HOLE WASHER — ��, © NFW TRACK ANGLE (4 va" or TRACK © n AT PLATto D.o3e (Wn) - - 0063: WITH STUD , rxwWzm s2n - �"'I 1 WAM7A. Tic(/ w ,e C NG ( `, 1 E3�.....,, T ( r� 11.oe3('vGEN,c .375Y .. _138••.e7, i l _ ., �. 1 I - - s * . • . FLORIDA BUILDNNG CODE h VelocityHurricane Zone 77��1,Ay1CC TYp _ . WINGy N�i 20 GAGE GALVANIZED STEEL STORM PANEL .. _ ' 063, .'- 1875' rSATED KfL1V1i1 L•60E or°fr . L •Q'•.• STATE WPM My= We DYw( 9r. Oe L ,' 1 •. v)," __-2.000'_ - KEY HOLE Eg 07^',E �. i BAL PROTECTION PRODUC S, LLC. Ay D '� IL EC01ae. GtE © 2wX7-Xt f4W N/W 4EN�SMn91M5om UN WHO NUT wAL. • 20-t76 ALTBNINim: / Fr r M4 ,lent 41Fpi iHw 'NOME (IM4)M-7946, PAR. (".)N9-9M W 1.�-, ALUMINUM ANGLIE INID1/0.N14C WARCR w ADDITIONAL. W aF o,A-=w.,, 4N-,M7 7 rat 3r WASHER 4F1YM0 Nr IM:.Y1 - STM OR MCKIL PLAIT) SIM) I NA/301M1AwAmn 'MLW)I A 9IAI IN.. PIL m M OPW 3 OF it -w OR PN,t"II FEMALE W comoo I ANCHORS W PLIII OR a w-DeP EDULE ON MEET 9 A 6) to °6 a TIPOL FISORIKU p Ilgj - OO['Ir01PKDr I I I E.O1.. AUXIII M 1 f E D I 1 1 L4'. .... II I.F. 6 tnL�".,�. $`,. I 1 I 1 1 � LONCR°CTE 1 T 1 O COMPETE BUCK 1 I I to REOVRE.D. I I R I t I I ,l 1 , AI vEw 1 1 I iyntpLDo1mA, A �i -- � ,AAWR�"1 1 FYNn or ., G 4 Lf 1 We," F p4F Ty ( •4. �,a tIDW6A4 r01 IDOL 3�WWwA10. M 4LA L 1 I 4 C� LIR7 ii Ij• 1 I 1 i I I I 4 1 EXIST" FARED E D CONCOM BI A N ED RINAOD - F3TDE' IX0 POURED I CO�NC�ERETE HOCK ;. I l_ 1 i RrOWRM 1 ,; toins(jl & CIA END C105WEIS DETAKS FM INSULLATDN IN PtXIRED CONCRETE BLOCK STRUCTURES CONCRM BLDCK OR WOOD k 4 ALA VALID FOR FIMLa LIFE SAFETY AND E Z HANG SiORM PANEL S115iEM r_..7��tY7e ° 11 I". i I . t' 4 I {' ANh- . - l .O ±fir oePw'IRIIT . r . 1 1 �r tRl �1 I pnFa i�t�tir- , 1....�J YY �... �... I ow w I 4 N -IF " . e. I .tit "I F.�Ms AFIU �l 9 A ��/ 7• - J I YRiL� A� ) Ll'-1P.F • M Oe ` io.T. Wr I.......... _. ,__. 1 .1 �^ 1 GAM") 6 �a G 7/16� 1 ',(y�WE•Iwj,rI Aa W...aalt�,Iirw�W a�'T 'iF i wm w'�m:Iti''v, o 1 i f �� II I 1� I 4ri4.•. 41itI 4. L—lw. (�, n/r r� /I'F�/ 2' 1 �•l :ALMA NfY lv I " "�"'/� NPF •-/`/ `,_._" m.,/r o. I i -� lv-o® r-. 1 f ,H , 4- i t CASE � 3/�eP�1 CASED (PLANT •2• _.-.E_O/}A•.A.- ,�mN�M[ �RpI r1� ir�,"11ilw�nl ,.PLUS � ►/.IfLlA1f ._._ _ ....__ _ ._ - - j 4 , 4U.1-N- I6w MR C / at. _ "PMIWIN�,I°�IY.Mb('. wF1Y M.RIi �.'e0O'AE' ` 1 IE]IWI D AND ANCEAIE WNMCTE ARCMIK OF 1AP-OMP Cm loam" 0, 'j rAIRa T i'IS . M wRwe Wow l III tw5t ON ,yA \ sNa76 6 HIRowH 6) a+ 1 Ir 3fO .XLGIJQ3 .,- IA LOOP 'A SCALE 3/B.,• _.rl. I OPOIIo 1 dri0R aal. F �'•,�' �''I . \-�! '.'Pi•(3/'.).s IImepo _ _. M, rGI R4I,m .w-u w _ --R �ED/7NG B NEW I• WIDE . VNM . 1/3• E.D. - EDGE GISiM'K,i _ 1 a MM Iles on OR FOOII DPF/tlil HICK ALUM TUBE DR I. 4 (SEE SCHEDULE oN -- G O CASE F (PLANS . EXISTING ST. " WOOD WINDUCCO/ P1. W000 PLATE SPACER _. .I SHEETS 6 4 9) _.. � SCIILF 3/16ir3/16 1 jiL I 6 � '' WOE . VARIES , 1/8' / I to 1'Kllr FOR ['Dt/!♦9LATON Or SECTIONS; I i P7 W000 PIATEALUM. TM 00 I SPAOt 1 I TOP 4 BOTTOM MOUNTINGS CAN BE c'' OEWND iM17R LXNNrA'1E ArANORS I COMBINED IN ANY WAY TO SUIT ANY �,$�j-,(pt.AN1 J ISEE SCHEDULE a I INSTALLATION SCALE 3/I6.,• (� /'F��`' �R�F� I _.,.Il I �J CYInf. 'W -- SNEM a rAmIX 11 J+ VOIIRCD is I Lil jRACK C.M •--OOIC6[II ANI3FMS-_...___ EDSMN9 CONpIEIt OII- -fA = .Den, W 4• 6W1®1! I I(2• Mtn COrCeTR it = �/ Ie1 NHMLF I1oeI KA EF ,a1YL M BWATW NW, I ] MO.. REO(AeED. hYOr9 HOOT. ,SECTION X-X DETAIL FOR SPACERS BOTTOM TRACKS ADJACENT SCALE 3%6.1r REQUIRED AT IM OR TO STUCCO/WOOD BANDS 1/4, 2/4, 3/4, 4/4. 5/5, 7/5. 1W/10. 2W/10, 3111i 4W/10, 6/5 5W/1Q 6W/11 & 7W/11 3. ALMA _....__.__.__ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B A 9_.._...._ r Ma ••.I • IONT FOR WOW SEE SECTIONS ON SHEETS 10 A I, - -._ . ---^ I- MIN -' 0 0 0 8 D.M.. 3 4 + I ©•O.O ©•, 7..T _�'_i- -r-_T- r_:.�_...."_,... , -.'.: i ,. ,/- 1�., -r-r-'r-I _1-11 •,__>;_, ....,. -_... 1 _, y- - b .117 i i j I � I I I , 1 � il r I ! i• j i I �: I I - - � L - i I -i - - . I _-I i j 1 1 �. i i I - I • I 1 , i I �..1 .j.. 1 1 I I I j i L I 1. Ij I 1 I I I _ i, 1 1 � � � {l 7 P►IY ,._ ;._ -- i I 4 1 : ' i , i I I BOLTED u W/ 1/ 20A 1 IUHa0L1t!) PANELS I ' 1(5IE SECTIONS As 4 i j i jS.S. M.S. BOLT W/ )/a- r 3/32' � WINGfiUTS O U. ON%M I MPl1CM1E 1 I 1 I I (SEE SECTIONS AS APPIICAeIE) ' ,1 I. ) ( i I I �. 1 f.__.. ._ 1 .I... ...,I .. 1 L_LI 11 GM1 .. -.. L. {1 , ' 1 , I I T I r I I I. I il. 1 .I I EC I i I' ' I ' i I Ili i I I I fI D.M..©,®,0--Q .I.-j j j 1. . i I I t- I- J I 10 'o o e 1 I I ®+©•O+®• ©or - 3 4, 4/4. 5/5. 7/5.v im - 2/4,O. 1/4. / 6/5 SW/10, 6W/11 a 7W/11 L......._. .. .. ..... ANCHORS: FOR FOR W W SEE XCC'nM 01014 SSEE SCHEDULE MiEn io A, I ° .__ _ - REGULA$ STORM PANELS (D A 1A) ELEVATION 267' 1/A' Mo. IMP (W O,iP6M -1 RMOLE VIALM 1/� ,` __/ MO MAX. GAP _ �� p:.... �t '-_ ,�.- ' EN '-• FLORIDA BUILDING CODE N' h Velloa Nurricone Zone) ' NO 44167 s O16'0 Tt10pD' M. 20 SAGE GALVANIZED STEEL STORY PANEL MAN, IN, } NT S. A -, ATE ; w ! L E C O Ewe. GLOBAL PROTECTION PRODUCTS, LLC. °'^'F10°F .6m In A, S11QT •C � •. ORI L!dE ,. MIN 6L .A. n = NW,In (W.)M 76a rIDW (.)rF6 . 20-176 F w.- AW -N r CWQ T_1w1 'A/70U1MIE/M,C YPAILR A F4111 i. Pl Y - 4, sell ] M N INSTALLATION INTO EXISTING POURED '_kgEpB DETAILS FOR REGULAR PANELS CD dE (1A STRUCTURES ES 74.11 O.to-SCHEDULE CONCRETE OR CONCRETE BLOCK -GUEED REM I CONFBLLOOCK CK *room REQUIRED W.-M ANCHM AR C EIXAE ON -- Rm ANCHORS (=SCEDULEN M Vale) 1 11 1 L .,: 1 ' --IC- I �E E.l 1 3 ED 1 �} (j) [� /'� -a I 10i,, I_. I IIH I w I mAF M I o I M arw(Al�w ro I1Q .NA4f a WWX o E- I ow Q i I � „M 1 ]f i1/4ir-ra,• ILL BDLIS W/ .. 7/6•.. 7/]7' IW"0 NU, • [LACK I D.e1WF1P. -I . i I _ L� .,� ,w 1 LI I1p•.-mIr - W1L IRIIn Rf 17/6•r.3/R'' ITWI° MIT • rAa it 'i 1 I ..) .N.t 1 I,/.w2ar ,1A DMn w - (1/r• ]/DY I1W10 aft • rACH IPONI }N.: ' 1 I. L t i rV I I A- 1 • 1 I 1 1 , 1 e 1 `yBI BOR na 1 ' _ ... ANCHORS. FOR CONCRETE SEE SCHEDLU ON SWEET 9 - ' F011 woo0 HE SECTIONS ON SWEET 12 3• M-! 3' me, ,'Wn 2.01• (MNMIIAP_RWLL� ; I 4 _ r BY 14 i's� JOB .wo L _I - 4 .., . I1 1 iI li.1 ..I, I I _.T .I I. I j1.1 II I I I sos _ 1 1 I _.� - � I I i, 1 : .. � _ - - OF .L. MAY 1E{ 1 T1/ALP-'I• I I I .if . 11'W' 1 TAR LnNT 1 Y Z wO . 1 A.4. l� I IW! a UMRAr , •1 I,I I l i 1' I ._ yy 1'•' .I ♦ I .!4 I Y I sm Q •L' _`9 S 1 I NI MAX I I I 1 I I I' I I I "1 � Iy i _ I _ i _ ALL9.Aom9W 3-w. r,&m DWX &A.C-'1 I or It. L Sox 3 MP.. B.Y..®MII® BO �Y 1 M., T WA OF 7• MA. W)( - MAY - ANCMM FOR CONCRETE SEE SCHEDLA.E ON YSHErj 9 }"• . ' �•. < L' .� Fell WOOD SEE SECTIONS ON SHEET 12 [ ;/ { IIIF NA E D [ e R7 E r T L __ t 1'M. 1 , Mom. W/ STUD/ s+MD (m SCHEDULE ON 6.1E7 In '._.. �GONdIrIE DR KIMONO) tRDOt KIMONO) SECTION SCAE 3/e-1• C u I E7 .SFO- 1 1/4-I-20.3/4' 6S. BOLT W/ 7/e'.3/32- WING Win • ,2 1/2. D.C.. COKAM ANC,IDIS EST SCF[gAF a SHEET E7 :913t COa RIDE M R OW= ImuAlmleami Wm'? E.D. - EDGE OWANCE � (SEE SCHEDULE ON TOP A BOTTOM IAOUNTINQS CAN BC SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. REGULAR STORM PANELL4 9P & ELEVATION ' SGALC ]/17'.1 I/.• WK.. GAP 2 67 1 ,I 1 1 VALLEY) .. O+DWM , MNOIF 'I III, M LONROIEIC ANCHORS � t9[' XAF ON T/4- MA tX _ WGOWGGXT DR alT Wall ° °p SECTKIN A -A (Tirc•1 SCFE ]/32 -I CODE .IX..I N O _c_— � N —Cu O U L 0 = _0 0 Q) C C_ (U O � a-.M O -4% N O -a p 'O _0 C 0 0_C _ -L O C O LLP _ _ O CU -� O Q `IP9� U C_ -0 .- W Q " Y W ZZ c c st 3e M ,_ u m c la :P+ as IFE C9 0 .Q 4 FFA Z W J -6-0 V / CU 2 CL CL U AID 0- U) M� W LL1 M Q Z Z Q J a- SHEET N0. SH 1.0, Ox 1HOT7 A WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS A-1 14 IT %~*Qf. 2 lox C IVur% T��� I ► t-1 om Ix. It $I - co - OWN Ala 1.1 Lot ­ =v, Rib, UuAll" SCALE I'M LIMIT It, ,yyON Owe"00 MULLION SCHEDULE Mat MULLION REGLIM WL W MULLION 2'. 3'. 1/9' 4 4* 2xim IT a 0) V-10, M V-01 2' NOTE: MULLION CAN ALSO Of INSTALLED W/O STORM PANELS ON TOP OR WITOM SO TPAT IT 6 LOCL70 AT TOP OR WrYOM Or OPENING (ONE PANEL OPENING W/ TUBE TOP It MOTTOM) .Am 0 �,=. 1 it 2 SECTION Y_y SPLIT STORM PANEL ELEVATION SCALE 1/4-0- SCALE I/r I' r WALL IM"TING INSTNIATM - ALTERNATIVE 3W SML. I/e - I- XULA"Am JWAUAMN - ALZRNIBT-n WALE Ile . it mom, 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 455.5. -72.0 p.cf. AND PANEL'S LENGTH up To a' -a' 2. FOR NEW *000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W1 SPECIFIC DENSITY OF 0,55 OR EGUAL I TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INVALLATION CONCRETE MADOW CONCRETE ANC OICE 11C.OXIIA ON N .P 14) IMITT 14, IOURED CONCRETE _j oum CONQvn ratom T. TION ire I icApt')va IT, I., MET 0J, wo"04" "X/, G SLOM WAU REOLOW rALwQ_&nDw MOL*MM WALL A FLOW NOWMd INSTALLTION - ALTERNATIVE LW iNgfALLATICKII - ALTERNATIVE SW (SECTION AT TOP 13 LOOM TO +3"-67.0 VAX. SCALE: 1/4' 1- A.S.D. DESIGN PRESSURE RATING) SMILE* 1/4' - I' x`0 INSWAATIOW - SECTION i AAW SCA& 1/4- - v FLORIDA BUILDING CODE (Ifth Vel"11v Nurvicane I _FOA CONORM ANIC"Oft SEE TIDIED" ON OHM _r IT. r. SCEv w SECTION ON SHIP 16 IW/15 *'A 2/4- 2W4 3/4 OR 4V14 T. 2 Be 1w/15 F*- MIL, I U, 101:010', 0 P*J" OPALS 1/1, It) I 1w/15 "AINATE 1OCA. :1 ON LIFE 16AMY PANEL I- AIWA VI/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IDELOW) LA J:RE 0:" REGULAR T=/ OR SAM PANEL LAST PAMEL 140 tD BE INSTALLED RUA AS (SEE HOLE T In SAFTY, %.EP OPON)OPTION &I FOR.. UEE S EETY STORM A OOKAIPT AMOHORS (SET SCWAU ON Au PANEL OPENING STINUL "Do" OFTO SEA OR MKINED FROM INROE EANEL C 1) & (1A S ELEVATION WALL MOUNTING INSTALLATION WALL AND I INSTALLATION SCALE 3/32.1' SECTION 1 SCALE; 3/8' - I' SECTION 2 SCALE: 3/8'• r1/4QOOA� NQjL5_Ct1 rE_3•F T STORM PART, STSTIM -M&1ALiAI&X; -'S 1 UFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PAWL (FIRS' Oft LAST PAWL) OR AS AN INTERIOR PANEL. (ANY PAWL LOCATION IN SEMEN END PANELS). FAMELS LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADAACENT TO REGULAR PANELS to/ OR W/o REGULAR 11110AXII) (M PAMEIJ l 7114, -1 ' ilt 1! 1 -11 . 1 7111 1 IM, 1 . -Am, 1 T. . Lott PAHEI) (AT ( a TWO poinm DR T CO i COP It 1 1- Ll I t-11 A 2/4. 20, 3/4 cp 4/4 1. 2 & IW/15 L* I, z & 2. LIFE PANEL CONSISTS Or Mon" GALVANIZED STEEL S70RU PANEL AS SECTION EROIOJ PER SHEET 11 Of GRAINING. C= SCALE 3/32--l' THIS ITSELF 10 K REMIOVED OR INSFAUrD FROM THE ASIDE OF 'a STRUCTURE. J. LIFE SAFETY PANU REQUIRES TOP TRACK TO BE CCIMPONENT 4) AT BOTTOM IRA" To BE C INNS ORMONG. INSTALLED GR_ MOUNTED ro ZWING SECTIONS I a 01%I10"fenk p T1 BE FALL I 2 ON SHEET 14. BENS & 4 W.. LENGTH FOR coMPoWIcWE 9D is ir e. No NOW 1,11M Max. ANCHOR SPACING 6 SHEET 14 FOR COMPONENT 0 ANCHORAGE AT BOTTOM IS GIVEN ON SCHEDULES 2. COMPONE 6MAY K PERMANENT ON 14EODVAKE SEE DETAILS FOR INSTALLATION INTO 110000 FRAME BUILDINGS ON SHEV 15. ATE ••Z3 �T:UECC IT SEE SWEET " FOR Offla APPUCASIE TO THENECESSITYFOR THE INSTIALLAION OF SPACERS SPACAT TRACKS INSTALLED ADANCENT AND BEYOND TO 9rVCCO/*000 BAWDSr h%_ ps. ox 2.1 M *. MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE Axu. caunn.f"k MINT WAVILAIM JI.S.D. MAITOW O=6 un IWEM .0 7,-Sr on ass I utamm 1 1411111 5 A 7 1 3/4' uk1kno Tw 5 a I IT W-r to "'11 12,­`1* OR LIESS -3 'Ir• a ITT - SOLID w 1/4*6_30`11 SS " a wow a 0~ It mkmm OF PMM NAUD ONLY IN PAINELS1136 14INSTAIIATI(M Al PER SECTIONS I THM 7- ON SWFTM a A 41 MAXIMUM LS.0 OTS.G. PWCBSLW Axy*4 (P.0) Vww 100"IMIS SNIT," no CIL - ) /r - i APKINOMILIE TO I K1711014 I A, 6?m Aw commrwm K) OF ?"IM UPCOM or 110-00 cu­ PmeV/lx 11MALE 10 NWOLMO, KITH TO ;; "n 0 Ta� to coweam TO ONCRIFIN TO L= 10 COMOMM To COMIX"t mu" To 000" 10 CONCRETE OLOOL TO 001mv To SLOCIT N/A -/A "/A 61 N/A WA W/A L. I (1101TOM) N/A "/A WA 1. WA */A or /A WA WA KJA 1. 11A W/A Ir N/A 2 .0 N/A 14/A N/A ir MIA r-rop LOS OR TEss WA /A a- r 3 (110,10M) M/A WA N/A r MIA -/A N/A "/A 4 IT I OWFOM) L WA• •a 71e� 0 ./4* O'le 6 Itw 5. cw/wrMM) cMw*//mw0rnMwM) in "M ITT It I I no "MM ImPt a speow to 1,6114LA11" we WOOD FINITE ofit". wum ANCHOR SPCNM No Una* cm mmm AK unum ON IW11 samu IN TO M THIN OtA?M ON SCHEDULE f== ANCHOR WMM or MIAMPIVINO VAOMO 101011011 00 1nNMJIJE OT THE MU� FACTORS, 10 *0 OMWW 70 IT POW&L 0101.90 11POCING 000041111 LOW FACW SMALL NO IR I= TLIVI NNIMUM MA41290 INDICATED ION LICH MOM rW4 AT ANITHIIIIII LICKATT pOOl LIST Ile. 1101. Ile. 1/4 1/4. Yw -momWMa 3 'It 3 O..j 3 aorta d ow ump" RAOIOt IN LONG KVM WAROC w/ .r " VS. 15� a Tle Ole no 111146 UP ?a _w "to 6 1/4* OC 145 up 10 S' -V lip. to 01-0 : 1,11mmur 0 OR PANCLI"Tt It" • I. C. On I 'Ir wt.. "InLatO aN To "MIT 100, ALL LEWITIM 0. 0. SHOP a '"A _ SIPARKTIOM 70 CLASS To! "a L/r, mutton W/ Its me MR PANEL UIXOTM IF TO 3'-r AM 0 'ID' To j1*4�.1O'AMX'W1t I"Dek'I ON Kin a I O. IT 007. 1 114001110) 44 At or can* Onto KATE I" L Au L"w" ", up w- DIRM ISIN"M ALTERMTW 9W SCALE: v". INSTALLATION DETAILS FOR R PANELS INTO EXISTING WOOD STRUCTURES ft 0 0 7� E. EQ E. PIF 1 LOW HLAIIIX AnHUMn ALlim. SCALE 3/8-1* LET 9CHU" OM SHOP a IM Mix, SEPWATTOM ro Q`ASF '4 EQ"-' ECI 1 oo To To cc /2 EOI 0 1 EGI ?w I - j I ,100 MR Kom" moum 4 L IT KATE ALTERNATWE ALTERNATIVE aW 1.,.4. I Of PLAIL WFp11N(W I' SCALE V6.1- BMWs. VOTE : SWILITTER TRACKS NOT SCALE 3/0-1, 0 010101 FOR CLARITY I. INSIAUATIONS ARE ONLY VALID FOR BUILDINGS MIN A.S.D DESIGN LOADS UP To +55. S. -72,0 PSF U PANEL'S LENGTH UP TO W-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EOUAL I ITOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION fjtt,-Jl 11p ! 1-01 1 1011 till I Ihi SEE SET INTERIOR PANEL \- END PANEL &VIEDUU, P scHEOLIEL of FOR It., - FOR W- on a__/y ANCHM ANCHOR OR DIRECT MOUNT SPACING VACIMS DETAIL I s WALL MOUNTING INSIA=ON (APPLICABLE TO SCHEDULE 1) 1001iLL 311C - ,- MAXIMUM A.S.D. DESIGN PRIES WSdj AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEQUILIE AT (1) FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES =Oia d I AT Knom wl rp . a 1/2' STUM 0 EVERY OVERLAP (t2 1/2' a C.) To HOLD PANEL-- S/4' AM MIA = 0) (9 ON MQUORAM AALU Dew FRISMANA RATIND (..0 V41M Or u�wr cNx_ KIKLwit n3" !Cron 0 a camovitow w wwww PANEL LOW. V (ft) 0.9m TO Coxcom ,OC, To CONCOM TO CONCRETE am 10 cowcam To CoNewlt: muXm cctxnm IM N/A N/A N/A 6" N/A 0. N/A 1. N/A A 2 +35.0. -72.0 9" 9. 9- 9- 1 9. 9. 7 (BOTTOM) 51-0, OR Less N/A N/A "/A N/A NIA 8' N/A I III 2_�) .55.0 -72.0 9, 7 '12* , -C" to r-r +560 -72.0 A N/A N/A 1. N/A V N/A = a' to V-43' • samopuir IT 2 . dl)wt FLOCIIE Ng6WLZQNQagWAl gotwid w, Ej3- , 3 112' - WAWA, 0126. PROWRIE XSIL�L- �w I (M 0 ur IN, mm MP OF NQUO am I MA 6 r Too TOP or A" APPLICABLE TO SE kky A', MAXIMIJI M PAIR LENGTH GWIN ig;r TIT FTF NKMM OF THEM _ft .49.2 -51.5 4 1/2' 4 112- 2 (BOTTOM) 7'-6- OR LESS 45211 -04.0 4. e 2 (BOTTOM) ?'-6- OR LESS -55.0 -71.0 2 1/2" 2 3 1/2* 2 (BOTTOM) 7'-6 . CA: LESS *55 _"'o 2 1/2 N/A N/A 7 :,r-S. TO a _0_1 "0 -12, N/A N/A 2 ;;;;;Mi F;._fi . To a.-&. BUILDING -INTERGR PANEL ,-CND PANEL SEC SEE '00 3- IoA' sTa92LAe M 'VA31.011' SPACING SPACRIC DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULIE 2 SCALE,- 3116" - 1* MAXIMUM A.S.D. DESIGN PRESSURE ).s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE S=Sntm aL.2=aL.UL SIT am is FOR ANCHO1131 11ft & SxACw MR IMSTALARINIS IMIT, wm Mind &,"M wmww AND'Oft IFYCANTS me � EDGE OEM" IN "Mlo am ?"Is 11*111auut. rw CO. `131111 "N' INIM:17111) am SCHEDULE DICE ANCHOR SPACIAS IT KLML"a SPACx1O SHOW ON SCHMILL of THE f*UMM FACIONI, rOft THE OPIAMIM 10 K POMMILL "VOLIGIO woom wXAAw "Sn' FACTOR *I" NOT N 9" NNOLLIM WAMIS AGICNITO FOR IACII ANCHOR TM AT AOO� TAWC lm� THE ­1� /4. 1/4'. 1 ye. 1/4'. w AMP" wwoo 3 S 2 Ill 3 d am now To r `0 lei 63 J.1r I - , silo 1110 INSTALLATION DETAILS FOR REGULAR PANELSJ) & (I -A INTO EXISTING WOOD STRUCTURES V-10 ANIXILMAIM PLUS 5 1/4, O.C. w/ 1 1/0' ?WE#= PENETRATION TO HEADER C145rNIC 01000 NEADOW A EXISTING WOOD WAGES 11 wirm MGM V z6w.r to UAW SILO 0 ON!", LOW 0 a /4- ac I 114 Ole 4 1/-* cc ROOD REOUIRCHDELOER G ITT SCHEDULE am MY, 90HUMAIL ON to, SHM IT 111w a Lot. to W. .71011 OM 061. SIPAIMITTON 10 OIAM To CLAIL TO GLAWL A M­ PANEL LENGTH Al. PANEL UENCTIL, . I NIP. PANEL LEW 20.11 62 (SET NOTE 1) /.*.-=I (VE NOTE 1) 1/.*---" I us IT/ I/ew . *�' � I lax BOX SOX Of -L OF 'L' OF MAX cp MAX A) MAIL Si ILIL IT/ It $2 Ilr *Io. IT 6 Ile at o. 1. /.'4 LAC SCOM 2*.4' *OW PLAM PLUS 2*.4' WOOD U4; WOOD WE MIN THREADED TRED REQUIRED PENETRATION At AVOLAM IMMMOTH OF PLATE It TO/ E ., . 1/4*0 LAC SCRM M10 11110111 OF PLAIT O.C. STAGOCROD o/ H pwcT AT M~H OF PLATE 9w ~f waw"= DIRECT MOUNT SCALE 3/11.7' SMI 3/0-1, SCALE: 3/4.1- JIM- I. INSTALLATIONS FOR ALTERNATIVES BILE, OW & IOW ONLY VALID FOR BUILDINGS WITH A.S_D DESIGN LOAM UP TO +43 .0. -48.0 v.s.f. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR WEIN WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Qom: LENS T PINE ND. 2. 111 SPECIFIC DENSITY OF 0.35 OR EOUAL_ FLORIDA BUILDING CODE (Mgh Volocify H 41 ST 20 GAGE GALVANIZED STEEL STORM PANEL TOP III BOTTOM MOUWIWCS CAN BE COMBINED IN ANY WAY TO SUIT ANY 110 0 OLOSX PROTECTION PRODUCTS, U STE W. INSTALLATION. I I Q% am.& S, "W INSTALLATION DETAILS FOR OPTION 9 1 FOR LIFE SAFETY STORM PANEL SYSTEM t/4-f LA" SotEft 411 41' TLC W/ INTO EXISTING WOOD STRUCTURES I '=IWWAM fCMMFM FOOD 1RAo01 77P_42,� To To III oN VAAOO1 ALTERNATIVE I ALTERNATIVE 2 wit -C Er To To: II EO' To ON 4" 19 6 EQ xxOOO PLATT ALTERNATIVE 3 ALTERWIVE -4 am mum= w/ Is .� • w o.4 00 pomaw7c mwr IT; To ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION "majon PLUS & r of t"/7;zl ".jmw PtEcTmArm To w PLAN MOT[ "" Two NIT so" "m MARTI`, WALL MOUNTING INSTALLATION ,ALTERNATIVE I 1. ARE ONLI VMIO FM BUILD"= Oft &S a MWON "a Up to +1154% -nA to AIR) PANEL'S UEMO111 UP TO 8'-r T. #0111 Wix WOOD FRAME CONSTRUCTION, 001011, WINNERS TO IN SOUtHO" TIME In. L III SPECIFIC OVINTY Of OAS OR EQUAL 11 4 LM-Eq cu > 2 0- cl CD =3 _0 CIO 0 L__ 0 cu M LU z z SHEET NO. SH 1 A ._.. _- .. ANCHORS (SEE SECTIONS ON SHEETS 17, 16, 111 A 20) 3 MAX. 307. 44/17, Wis. aa/17. WMIT 17. "As. 3• . t YIN. �•Aw/1•, 7AW/M a OW/30 �•or/Ie. Plim 1s A MI'/70 1• WIN o o 0 0 0 o a I I O9RoAIINAAA a70M AARO. I y' Wl SniRl PMaI I ROIJIM vtPP PMQ �1 :' 1 "�"-' � •Ian W /e'. a/aF' A L''y, 1 4WD ,AVReA AT � i I _ ma •TRIM ow"m- aN.®OI� 1 LIN.-01p'V- "AS MR a MET f we IWIL s. 3Vr. NR/n. SA/+l w, W17. eyll 3• u�u 1' YIN, sAtiITS. 7Ar/n s •YF/f0 66w/1s. 7w/u a wr/70 r uw.' ANCHORS (SEE SECTORS ON SHEETS 17, 18. 10 Is 20) _ OPTION #2 FOR LIFE SAFETY SMRM PANEL(j) ELEVATION SCALE 3/1r-t• „M ItAK 0MP '•) v Is Get 04 O IIit10E *AM /1url Syr 0a SECTION A -A WALE 3/1a•-l- MAXIMUM A.S.D. Max, PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.f.) L (it) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 $'-a" 2 3/4' UNBOLTED .L. YAK. PANEL LENGTH (SEE SCHEDULE) , INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY INTO EXISTING WOOD STRUCTURES STORM PANEL SYSTEM VUjAullft �' I ,. eWXl0.J•fHOFADER -�, '..' -ACER _ I4 ,ypOD NFADER '.• '.i \ 4, t PP lAP{XIN • e• D.C. 1/T" dN. 7NIIf/QEO 1/41 TAPCON • M O.C. 'i, -'. I ,� _ ._ TI , 1/T• YN. rfeWAOiC ... I/ 1/49 TAPtoN a a' O.C. iI , 4•e /APCaN • •' O.C. _.. wn ,/r 40, THREADED , �� . ° ,! ( :f'_ .._... -�/, 1 : iaN. i1R[/OFD PEN[IETTIDN Ai WOOD 11ON A MOOD 1 ; ;, PIPETINITIDY At WOOD it PE T10M IT WOOD 'I WAM• .. f/7' II/1• ..HEADER , .., 1 •(3 11/I' I' 'a '�• It/4• i/2• �,/� '. ,. Y• .API r t WP- .1 •' $ 1 !WE.__.... II St• An, Will Win I ® E c� cv FA61NC. OA6a •4.sukvmmm7'XIBTIw', b PAS � HAn, fBVAgIOI HXAES m DIAL PA�1 UM M ( (6tt NOTE 1 BEOW) P. Wu'1�1N .L• Yx I I PANEL LENGTH I PAlE7. IlMCIN ; W e1�KS (SEC YOi t Klow) i• Mn. i 'NG-! '"'b OIM6 CLASS7•not , ., _ i,�n, ' (SEE NOR 1 BELOW ) 'I'•M MMa Ij GTH y, (SQL NORUDi 'BE a*) ' 0. f.6T 10) i i I ummu 1/1•4-21A1' WII HIA,S. ,Q M.f. i 1/4Y-2A1' }j ww . l WYIG Nll , ss iH11r/10ED t � -- I - ; iPEOK'IM110N 'IAOroIN or I e• (� taNr (t•, IAA i I � a' V � Zt¢1T /A III D Y.S. W/ - .. CUM. E(T 1 7/re.3/32• RVO NUT EO. t/1'P-20r1/IS.S Y.S. of )J•'• A S/32• RTnc NlP 'KINSHIP _)/I'. 3/32' Ile1D , 1 Y/a•..3/32 WNO mw WASHER B 12 I/a• OC wA9HEW (BL'mND) • 12 1/2 D.0 NUT .Mmpl (•tYOH°) 1 MW TAPCON e r QC. ,,(Lv�r TA+COY •roc -- ISTA•OE1KD W/ lIUD) tJ,[4•P TAPa0H1 W r o.a _. tSTA000to r/ SHUT) ^ I" ' I r W 1 1 Y 10N TH4RUID[D w�1 I/2 YN. THRIVOED 1,OM AT LI pDTN !X ►LATE `1 •. .. _ OF NUR 1110•1DiM .�•.1 O MATE J WOOD PUT[ S2 1' MOOD PAR IYOUIW[o PLATE RECUR ...___.2iS' MOOD RATE._� ._ REDUYRO IATION WALL MICILIM INSTALLATION WAI I Iq.11IMIFFIG INSTALIATICIN SCALE 3/r-1- EL SCALE 3/8•-1- WALE 3/0--1- B171ti: HIINI SCALE 3/s--t" 1EP►,.TT .4 t�" • . I OWAlAiOrE ARE ONLY VALE, FOR BUILDINGS WON AS.O, taP TO .aSA. -72.0 PW Am PANEL'S LENGTH W To W-r. DOWN LOAM 4 1 FLORIDA Bt3tLDING CODE HI h VNool NMfrtaaM Zonal seem, a =. At I.F. �. : * • 20 GAGE GALVANIZED STEEL STORY PANEL i IN,-��' 2. /DIN YEW WOOD FRAME CONSTRUCT" W000 MEMTo KSOUTHERN PINE NO 2. W/ SPECIFIC DEMEWY OF 0.IM 06 OR EQUAL. :• 07/fe/lW t IL ECOErw. GLOBAL PROTECf10N MIUMIe$""I CAS, uC. M,i 20-176 4/�LCS•SID •Al T• trl"'ja.�lA�-,y�i 'I""y"w -a P1Y•,-(W)M-71ML FA,L ta.)EaF-.»7 ""IA/I/l/1 1 Ft fAVeNMr11R./D7rt Nr r N�Pw, r usesse m A'Ktpr4000AT1l. Pt Y OF i COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2.l) IS.t96• (TOTAL WIOTH) - - ._ ..-.. _ _ -' .- 2.250• ....._ 12.500• (EFFECTIVE WATH)--- - I - - I Ii--2-250---•1 ��' - T. /I 1� ♦ - YN� DAM' THICK A , NpIYEO .• i -t A S" 2.300' 'Dm T 3.500' 22M' - w :-s o r 2.5W .2f� 2,e5Y HEMMED TAP. MINIMIZED SnM 4-6ass cDCE 1 '• - - EDGE GENIE MLMYAA DRAT -�1L.,17 - 0 a6cAv - .... ... ....6aSO © STORY PANEL ( - .-.2.470' - !' O2 REVERSED "h' TRACK O3 REVERSED "U" TRACK / . J PANEL'S END 11V � W/ HEWMOO OX. �J E ` 7O0 .150 ewi HEMMED D ISOMETRIC VIEW DETAIL A 2 DOD• Is. ! j 2.000' ROUNDED CORNER • ENDS OF PANEL'S END UP M/ HEMMED EDGE. 750• (N,T.S) T6' I.125' I.t O 'j TRACK O © 2"x3-jIMO1Xj ALUM, ANGLE I 1 4 i Will -76 Alum. ALLOY 7SD' OW DTYO.) W." E �_- NO. 44167 FIT FLORIDA BUILDING CODE IY h Velocity Hurl•ieano Zone ATE OF 4r sQ010 ^'R°0 'c 20 GAGE GALVANIZ(O STEEL STORY PANEL DUN W. Q7 a " max.) ALUM. ANGLE O STOP 1 . �SF I C O GLOBAL PROTECTION PRODUCTS, LLC. e' I��D ,'rA I I" LONG NAL � .j A•I•N NNNN 1 cN H.I4 fw. 61 6IIRLI e, tom" 20-175 em-T3 Alum. ALLOY _J/ �:. "P.S'w7--IMF ��IM:'t w P -;u 0A-H4oWlt6 wlwR: tmgla-7a riNL:t -STILT .,- ORw4a 4IA: Pt YNJ•WM111L/MR KIWTw A IUD 4r» rt u.*- IlQraa b PO{REp CONCR[T[ BLOCK REOU1RIFID I I IRA 7"MM,OW A r ,aIFUR ll1w ) flQr ,° T UeSYn� NxASS I , I } • I E I POURED CONCKIL POMED CONCRETE - POURIM COU:RM on CONCRETE opt CONCRETE OR CONCRETE j 111LOCK KOARED I GLOCK IE'DIA= 1 (RACK plaumtO I I l0 A 1 "-°''---1 cd•-� Tom.._ \ i jYn ,wRAw m .\.4, 1 Hr WNA.IrI R G _ j w arWNWR m ,1� g roc N s Ir m: , � CLASS 1 6lAS5S a� al �3ga L^ K. ti.%Pr wt R y- j IC 1 I Y.1 w/ 7/W•,! _ - 61 1 �T�ir j 2'airt e• e 3, CD Chi \ F.¢ II �, GOP GOP � I 4 I / J' '�•;/a"F . 3/32' BONui ER G H WASHa 12 1/2' O.C. :' - - t7/e^I . 7/7a' WIIa �� N P'11 0WAS, 0 (eEYa , '1/7• t/1'ha0-3�1Y.S. M,9 r, NUT wASMA I;, • 12 T/'Y Oc lY t�1'hT0A3�1"S.S, Ml A/ I "Y/6•.W'/7T WING NUT WASH" (e[riYW) 1;'4• TMCON ANCHORS Y ♦ 1/2. O.0 (srAamEo W/ STUD) f(4' TAPCON ANCHORS _...` 4 1/2• a.C. (9�Aa0nED W/ STUD) 1 {• TAPCON ANCHORS �. .. ....71 4 tiZ• CC. --1 4' tAPCON e 4 1/9' O.O .. OR CONCRETE ROCK EOUNED WA{�Rj -"ED CONCRETE OR CONCRETE BLOCK WALL 1 OUNi1Nc WSTALLATION sEcnoN as�I FOURW CONCRETE 04 CONCRETE ROOT � ON WALL TRIED CpA1plETi BLOCM MM TM cum P� ( SOWS 3/0'.1• (! LIFE SAFETY PANEL Sous 3/0-.1 - a REGIILIMT PANEL , SCALE 3/8'.,• j ANCL SCALE 3/0'-1" iE MART to • m FORTICI ANCRI,FIT) Q TD R AY= RRR t/oe Immme FOR R6,AW7OIR KIND IIpOD Ib. AFFAIR ..ar hHJ f 'K" nllt stANCHO. Mwu rw AIL,IGR s►AC.M6 AM 14THAA EDOC ARE rOK'ATHA ON rA --LNL 1 4L.) 3 UUI: Poll �UL FOR Eo 1 R14N MIBRATi6 01l AXTVLBOOK" REDUCE SPACINGON VC w c "AIR ON ITKIS It YLtTH1 R144J ti-y, w Al a. Z l AYIR v FAOIot r w M ivuo NE CS WM. FOR M fo o K /•os9R1, RmUFLO .. _ '_!TALL ._ _ _ ae _ SPAON; o w OFF L C DAMMED 11s•O FACTOR SMALL ryDr R UIER TTPN YNRRIY s R Tie • wm MR DLYI ANCHOR TYPI DN ttal BCHEOAE CHOKIL t t/f• .., _. !. .a'Ir _....__. : lye INSTALLATION I I DETAILS FOR OPTION INTO EXISTING #2 FOR LIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM i II rI Iy11 ll 3 ,i TAPf:ON • 6' O.C. RHINO--T' TAG ., 1 4•P PII/ a a' O.G. AMA. "AM TION AT •TOOT 1 TMON AT MOOD HEADER t 1, KAOIP I I 1 wt2op RaDUREO M.n -� (, WOOD HEADER RFouREO '. (6Fe Mo mAX EwSiINr. ON 91QT ,e) I MUDS own ro CIAM An.. OLA54 ., , '_ ., 1' _ CH 7GT HI) PjjaT DN fNOIT re) PANEL I ISLE NOTE I BELOW) - LLN ':.. PANEL LQIG7H SEE NOTE I BELOW} S.//S��. MS. A/ ... .....� IYNI .: I 0 p 7mm 7•.4' ItoOo PURL REot)M 7I9"0 . 3/32• wII+O NUr WASHER • a t/4. O.C. NEOLNCD PLATE ',7/Ilh1 . 3/32' NO NUT WIND • (BEYONO) 11 014-10 PAILUMTE PLUS ! ' ? 014-10 PAELMTE I" Ji • a 1/4, O.D. w 1 7/8 ,I Lail. THREADED TION • e I/4. O.C. w//1 7/B MIN. 7147AOE0 POVETRRIX)N `. AT mvmvm 0 AT RIDMDTH OF PUTE�'..JJ SCALE 3/e•-1` �E� ....... �/l ?�::' ENS •'•:/'D SCALE 3a'-I, FLORIDA BUILDINO CODE (High Velocity Hurricane Zonal I. N;TALUITIONS ARE ONLY VALID FOR DUUWU WI H A S.O. DES" LOADS UP TO 455.5. -72.0 PST AND MNLL'S LENGTH UP TO 6'-r _ No 44167 '. * _ - . y,,, * I: * •••. 4: SATE .._! --'- ..._ 4aam RROD "6 T E C O 20 DADS GAWANIZED STEEL STORY PANEL PROTECTION PRODUCTS. U.C. MANOR er w/M/me aTi 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ME SOUTHERN S90'•. URID 7•.P'x-Il •.L EMI. ,app U,. e, g� PINE N0. 2. W/ SPECIFIC DENSITY OFO.51 OR EIXIAI ,. y •.••TILL .,L• I.a Y. TAIL ,w1llr e•sL n M•M oWAi E. an,4 h1016 (0041.6►•T.4L FAA- (0N).w-*W 20-1 76 S' A I,,S �•'N/ NAM( •� OAR w,-INa.rr,pMq .N•I•H CA-OROanM OMIWM,a 1! !AL/WWNatAAAwn: eaTDl A ItiT N) P q_ elan >b AT a Y/24pora I= WOW 7 MILM 1/24 J• IMP 4'/24 '• '" _,_ VE/•K./ Tam "m TOR OOIORCw "FOR is SEE to m ", DR BwXT 2q fq1 ROOK scaw T- sECROMS ILL DA 111IQT 2A - 1I I I I i » (Sl0 .AWL, - 1 tNEIROR TOR L L 4 P'Wpi � t.RD1OR P4Q} (MaOR RNLI); �(LIIO PFan� >RI MERE 2, X� r I' I ICI I Inw,EIy7) I• I �•vm'-PA�Tw1FNMMnIt's t aELop T w/ 10 X •L• 1 eEtDIF77mar a Yea Ip1 C murr A; FDA ,: uE 1. ,:- ,. I►p + i SCIe'D1A[ a YMA 76: FDA a fCRw. t' Mh a 1d OR ® w, DA r/o®, ® Sa SEC,4a aN MImT H • aAs PAf/a ro BE ,YaTA1AID A FAOf OPEIa° KMK OE PRWDrD w RUIN IIA/gE 70 FACLRA7E IFRTALIA>� E-2 HANG 9TIM I SYSTEMK NTENdD ro O[ RNStA11Lo Fr10M SCALE A1W - V MBIDC O< SIMLTUIG ,-„•• W4. CAP -.,,.• Kin. cAr 1 ,QAtOIIW/D®•® SECTION A -A WDY.t 3/.1i• - 1T- NOTES (1).. AEa7Lf�� SPRIGS 200D: EC;- Z HANG SIM PANEL SYSTEM CONSSTING OF PANEL - DIM. TRACKS Top a' BOTTOM. (2) fj10 PANUS SiAIL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR (�,1 SHALL B[ PROVOED AT TOP OF SUCH PANELS (3), IF END PANELS ARE CONNECTED TO D,OT1OM TRACK. com ZIION SILALL CoNS1Si' Of 1M1/10 1 TOtJ BOTTTOM w/ 7/6'w3 32 VAG NUT OR 1/11 w3/4• MEW. MUM�CREw TRACYI TON Of FASTENERS MAY BE AT EITHER OF TWO EXTERIOP FIAT FLANGES OF END PANEL (4). ,N CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM IRAX (Le, A STOP BAR IS ONLY USED AT lOM�)) AT LEAST TWO PANELS SHALL BE CONNECTED 70 BOTTOM TRACK USNO SPECS 04DICAtib ON NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION (5) SEE SECTION I., S' As 4' ON SHEET 24. SR ANCHOR SCHEDULE ON SHEET 25. --. r NA. 2'/24 V/24 ► 4 (MIL "m J r MA. I. Arlaala h,+�i"L r Yw D,¢ SCHEDULE OR MET ---- -_ _ tM' 6 M a t 7rii` ^ '(cGo iyjl(u ,_, - , ti+trt5 tN(imaR..►w.'u iw,tEsoiR'nAicl`) `(niD n:Fwi I w I ,• A DBE NOTE T. I sUaw 4l NOT L 3. 4 BELOW a3 w.aNU15 , II ►t j I /0 K •L• I i IWEL4AT (f P.) ARMyA LDGI, OR "7 I,r I Its, AT d�D ►ht., �'TIW PN[l8 • 1A6T PAI.LLp m BE NFALLFD AT UIC+I OPEI0ING ILWLY' BE PROYDEO w TYPICAL FOR BERMS IIfAR How w1 FACU N5/NUTIoiI IF N wpoe STRUCTURE.BBARlN FROM E-Z HANG STORM PANEL (0 oaLL A/ae' . r /4' Un OAP 1/.• SECTION B-B `� Yi o o PxAMn°sf' OM (lQ1FS - sOAE Y•11' • 1' (t). DEF1NI710N OF LEWra H1DD: E - Z ,TANG STORM PANEL SYSTEM CONSISTING OF PANEL •• rAT M W/ PANIRACKS AT TOP E MATi'NMAIE PLUS OR 15" LONG (2) END PANELS SHALL ALWAYS BK CONNECTED TO SIT. WAl BY MEANS Of PANELMATCS OR. I USED NTLY W/ 18' LONG TRACN A7 BOTTOM, END PANELS SMALL BO CONfECTiO Ta Mi. 114Y-$OK3/4 A, W/ 7/ 4I(/ T• WING NUi OR 1///`e- 4M. iHUM8 &/ Nf0 T4 I. UT EKCCP/ AS DBSCAS OM ip1E (3) OW). (3), FOR CASES WHEN END PANELS ARE 115E JOINTLY W/ ID• LONG AT J�iTOM BV7 EW PANELS MK NOT CO AWM TOBaT'04 TRACK AF SAT GAP{� 9aNE BL PROVIDED AT TOP OF SUCH PANELS. (4). FOB RWALU110NS wNE.' ENOAACGPK1ANNEEIS AMID SOME WERIOB PANELS ARE MECTLY SILL WALL WILMENNS OF M/ BE USED �YFO(l.Ow14G SPXONT SHOW d1�M i10N0� R /CKK3TTO/INICROR WALL NOT EQOE OSTANCC, T'OR AIRS I/iTLR01f PAIEl U9E0 Y wJ DOES Mat NEED TO BO OOI =TIN iD K ANY MEANS TRACK SIg' ABRADED SUCH THAT ADJACENT PAIRS tEFT a RIGHT SIDE 0, PANEL) RAVE IL THEM OVERLAPS RETAINED BY �. INSTALLATION QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I r4' TV -CON ANCHORS fRS (4• TIPCON MICRON i 9' O.C. i e• CC. POIATm earxlRT[ POPPED OR CONCRETE DOCO�RF.. mm E L .RCa'AR I 1a1w/in . MAE CO. ) •n I wn •/twegl W (� Pm la b 1 EK'STINk,y I r 1 1 ' 1 I I- - r 1 1 4 , 1 t I 'r M R 1 i 1 0 I CAD.• j I I t4-10.0 PANELMATE KIM W/ ... _ ...." '0 . 3/32' WNO NUT RIAS"EP • a tp" OC. POURED CONCRE,E Opt CONOREIE BLOCK REOUREO WALL n SCALE 3/r-i- T7Pt • rl¢r 4 a >n tDll AH-no YRtSMAIGroIII,srAUA,Ow V- W wro wmFRAIL Mr WaaA r.ew ff a sLWaen A Ac4HKI sviceea NND He M UN Fr..raZ iRLnswOM 904m t FOR CD. NCH SP tN BY ON �LYia � O•'�'iO.N SPACING BY M Naa1OF„a,) _ a ,n Maul ai INK ewes RNORA In TIE FOLLOWING; FACTORS. M M O qwm TO OR PM6 REDO= .. 1(a' 31,_ ._.. ..... MCWF1 OWWMD BOND FACTOR BAIL NOt KLOS THAN IWAkIM SPACOK NNCATID FOR EADW ANCHOR TYPE ON M JOR AJ! a 1/A• -. Y ..._ ,qo ' IAp a, aMl s EwSKf)(,-i G..I. -. .. .._. .... {�� K7J./Ia_45r P•R W1 • owRn I 1 I 1 O r /1/11-16'• PANELMATE PLUS NI/ . �/•'0 . 3/3r WIO NUT WASHER (KYOHD) pIMOUKD CONCRETES CONCRETE BKOOK REOLXRM 1NAi K 11 SCALE 3/8*-1' €�'�•'�cEN�:• No. 44167 PL 7MN/,aAMmM/0AT N N to r 2 FLORIDA BUILDING CODE (High Vskselty Nwrlcene Zen .amo TLIM As: 20 GAGE OALVANRED STEEL STORM PANEL F ---1 DlvI w C O GLOW MTE� MODS' UZ' T✓oklu 0 IL E� eN"e LAW Fix b1 sww QW. P. 33314 Haw: (w)w-MW 1", (064)00.4"7 D� P_2•_P•.WA _ aPmwA .. 20-176 OEI'IFJEAL. AIOIES VIL E-2: FIAIIG SIdW PMFEL sY3TEL I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EN) PAS BEEN VERIFIED WON COMPUAICE IN B 1) MINIMUM EMKOMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 M PANELNATL PLUS INTO CONCRETE ACCORDANCE WAIN THE 2o2o (7m EDITION) OF THE momoo. BULONG CODE. ROCK SHALL BE 1 1/4" DESIGN WM LOAM SMALL NE DETERMINED AS PER SECTWN 1620 of tHE ABOVE MENTIONED COOS, 9.2) MOO" CIAKWENT OF 1/4•• K 7/6' CAU(-eV ANCHM SHALL R IS 7/8- INTO CONCRETE. FOR A WIND SPEED AS REOUWED BY THE 4URLSOCTION WHERE THESE WrTERS WILL BE INSTALLED AND NO EMBEDMENT INTO 4" FINISH MATERIAL SHALL Ot PERMITTED FOR A DIRECnONALITY FACTOR KA-0.85. USING ASCE 7-14 AND SNOU NOT EXCEED THE MA)IWUM (AS.D.) 1/4. 0-20 SS SIDEWALK WITS USED SHALL BE LONG ENOUGN(SHOMD ANY FINISH MATERIAL EXIST) TO 004M PRESSURE RATINGS INDICATED 04 SHEETS 26 k 25, ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, UL7WIFE OE'SIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL W AM REDUCED TO A.&O. DESIGN WOO LOADS r MULTIPLYING THEM ICU 0.5 IN ORDER TO 9.3) IN CASE THAT PRECAST STORE. 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAX. CILSO) DESIGFI PRESSURE RATINGS INDICATED ON SHEETS 26 1 26. ANCHORS SHILL BE LOW ENOUGH 10 REACH THE MAN STRUCTURE BIT Is D SUCH PANELS. ANCHDIIACE $4 1 BE AS MMnOMM IN •.1) AND N 9.2). IN ORDER i0 VERITY THAT COMPONENTS AND AMCH ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A INCREASE FO ALLOWABLE STRESS FOR WHIT LOADS S WAS 1. USED IN TN[R ANAYSS, FASTENERS SPACING TO WOOD HAS SETA SEEN D OS DETERMINED N ACCORDANCE WITH N.D.S. ZOtS. (C) AMANUFA BO IAStALI.CD FOLLOWING ALL a THE RECOMMENOAl10N5 AND SPECIFICATIONS OF THE ANCHOR'S STORM PWWS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE ARM SECTOR 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-201. 11 ,T SHALL BO TIE RESP014S8LUTY OF THE COTRACTOW TO VERITY THE SOU1O/ffS4 OF THE STRUCTURE WHERE SHRlTTER TAS-202 AND IAS-203. IS TO BE ATTACHED t0 IKl1RE PROPER ANCNOMf,E TIW SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE. ROCK OR WOOD FRAME BWLDINGS. 2. THIS SYSTEM HAS BEEN DESIGNED TO K INSTALLED ON THE OUTSIDE a THE OPENING ACCESSNG THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT INS APPLICATION IS VAUD WHEN INSTAIATKN 15 INTENDED TD BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEA/CAULK ALL SHUTTER COMPONENT MGCS WINCH REMAIN IN CONTINUOUS FROM THE RM O STRUCTURE. CONTACT WITH THE OUKOIN: 10 PREVENT WIND/RAN 11RRIUSIDN CAULK AND SEAL SHUTTER TRACKS ALL MOUND FULL J. SEEKS ROOD INSTALLATIONINSTALLATIONISAPPLICABLE TO SRIGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED /C rN: Imam PERFORMED FROM THE INSIDE Of STRUCTURE. 13 STORM PANEL NSULLAIKIN SHALL COMPLY WITH SPECS INDICATED IN MS CRANING ILUS ANY BUILDING AND 2014010 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. SERIES T000 INSTALLATION 15APPLICABLE TO SINGLE AND DOUBLE HUNG ANDIHORQON1At AiGFF5 STYLE WINDOWSWHEN IS REQUIRED TO K PERFORMED FROM THE INSIDE OF SIRUCTVRE. 14 AMN WINDOWS AND DOORS. INC. E - Z HANG STORM PANEL SYSTEM" IS P6REIET PS7pO. 5. ALL AUMWUM EXTRUSIONS TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.0.)PREPARED or THIS ENGINEER IS GENERIC AND DOES Not PROVIDE OJE INFORMATION FOR A SITE SPECIFIC PRCT: 1.4. WHERE THE SITE CONDITIONS MIATE FROM THE P.E.D. 6. ALL ALUMINUM SHEET META USED A7 CLOSURES SHALL PAVE 310E-h14 ALLOY. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE PURCHASE AND INSTALLATION INCLUDING ORE SAFETY OF 7. ALL ATELL SHEET META PANELS SHALL HAVE STRUCTURAL pUALITV StEEL• ASTM A-853 GRADE SO Min„ GALVANIZED STEEL TINS PRODUCT BASED ON INS P.E.O. PROVIDED IK/SHE GOES NOT pENAtt fROM ME CONDITIONS DETAILED ON IDE WS FROM DESIGNATION W/FY- 58.3 Im (AFTER ROUND). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, B ALL SCREWS 10 BE STAINLESS STEEL 304 DR 316 A51 SERIES OR CORROSION RESISTANT COATED CARSION STEEL AS PER ON I.) THIS PRODUCT EVALUATION OOCUMENT WILL R CONSIDERED INVAUO If MODIFIED. 50018 W/ 50 In, YIELD STRENGTH AND 90 YA, TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA BUILDING CODE SECTOR 2411.3.3.4 (e) SITE SPECIFIC PROJECTS SHALL M PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 111- MINIMUM VICU.D STRENGTH BECOME THE ENGINEER O RECORD (ICCA.) FOR ME PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROPER ENGINEERASAFOR'ERNKW ENGNEER 10 THE P.E.D. ENGINEER. SMALL USE Or P110� LSPECIFIC CHOPS TO WALL SHALL BE AS FOLLOWS: SUBMIT TOES THTHE SITE DRAWMSACTING W fO OD571NC P011R[D .011" r. (e) THIS PLO, ANAL BEµ HNC GATE AND ORIdNAL SEAL AND SIGNATURE OF THE PROFESSIONAL E710Nf01 0( - 1/C0 ANCHORS AS MANUFACTURED BY I.TW. BULM, INC. (MN. fc•31s2 D-LL) RECORD THAT PREPARED IT - 1/4' K K 7/8- CAA -IN A/CHIOM AS MANUFACTURED BY DEWALT INC. (MIN fc-TAPCON 3DOG 9.&11 te. STORM PANEL MANUFACTURER'S LABEL 9H1ALL KLOCATIp ON A READILY VSIRE LOCATION AT STORY PANEL IN - /,4-10 PAfFEMALE 10 l PANEL►AlE PINS ANCHORS, AS YAIUfAI:TUIKO AR EaCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE IAeTaEL SHALL BO PLACED FOR EVERY OPENN (/'F-aJSp P..I) .•..L.NEUNG TO COMPLY WITH SEC71ON 1709.9.2 O THE ii Ok BUILDING CODE. A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INFO POURED CONCRETE. SWA.L BE 1 3/4' AND 2' FOR PANELIIATE FEMALE 10 A PANELMATE PLUS A2) MINIMUM EMKOWW Or 1/4.6 17/8• CALK -IN ANCH(AS &ALL K IS 1/5• INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. Z4' 0-20 SS SIDEWALK BOLTS USED SHALL 8E LONG ENOUGH(SHOULD ANY FINISH MATERIAL EASty TO ENGAGE 3/4' O ANCHORS. HN A. 3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON I.IE EwSTING WALL OR ! FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL �i VCENSF':; 7 BE AS MENTNED IN A7) AND IN A3). No. 44167 (B) Ta.i� * BE i* 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY IIW BNLMX. INC ' FLORIDA BUILDING CODE (High Velocity Nurrkone Zone - I/4' s X 7/0" CALK -IN ANCHORS. AS MANUFACTURED ITTOEWAT INC (f•r'rt-1500 P.4I.) D�,;• AYE I, .:(V °�• n�''C 20 GAGE GALVANIZED STEEL STORY PANEL r►. _ /14-10 PANELMATE (DIALL ID AND PANELMTE ANCHORS. CHORS• AS MANUFALIURED BYELCO CONSTRUCTION no- w R-' , �a PRODUCTS (I'm-2071 P.A.).)NAL �--�� "/CALL IIL E_C O INe GLOBAL PROTECTION PROKM. Lm 4m V., 61 TINT MAUL a. iLr a4r •1N•A n "am (I6-Ray rM,NBAHNFW-LIFT 20-176 nw IINN MH-1•W OWI F1- w PL W/wRMtJle/0Nrt FA-OOO.r,A •- w 4n FIE111Pta rr OPIUM A 1.LP A., rt. ' •'e F sNmr al I O 1 _ INSTALLATION ' 99MLS FOR SERIES 2000 AND 100Q E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK IRWr1N1wRIR c�'� mYeeo Yew.mm •.J°"' ow I q 1 w,U -waA� °=- i 4 F• G`ao o d PeIMo PAT l r o.- 4 H Ij f 5 .. -rt , �--\ .; I1oW-� i IFwe am. UAW 5 InWTItL1 11 i fANPAft. i ox 5 �i 1 gR W R 40 Ma j 8 1 oN Ra77 1f 6 _T_--_'1•--.„.� 10 I 1 �� 1 ,.'iP�-3l/eaf A' TILL FDR m 1 r�M1-3/ M �jy3®j YE M1LWL I Ii'''1 DM WIQf a 1 7A*ft%W Wn� ; MW1 MUI 10� H. '•NUT A LIA ro GYM i �w�aM•1pNIRaT,RO,�.FaWI/.•�a+ 1 q1 Ie I e p0`M Gual s 1 nRWr ON[iAr ; 1 ovw O.EW.v I MW, aIeAM i - i ISliO i 9a I -T-+- 1 1 � F�■�Ei■I r r 1 1 � iMlt ► tY ac I .1 ��I M + 3 _;:; ' � I ) CKp M /,. ✓, J, '' 1 M r ; 6 C lal.'i i R �,b 1 11 � rbaR .� I i$ •. L �q,pgF PIT/ am As !'S, ..'; ,+F.mvr Ka �mplpayrlF ',. /rr-myr � � '"• 1 4•-40--+-,--SF-- : IN7 1/ 'Ml1�Pp yIr MAMtl1 1 •1 IIM,-• Yl 'r/I/II".18/ar - %, 1HAAWt.le1lR,Al NIR 1:, IF pp�T{ MpY,Y 7py� 1 Um `.. Y� V!/K1/]i' IIQ Ji �M°•[�t �•-^(0 ma„wa TW4 - b1 ,Z • 0431, • ,r ac O WALL AND DIRECT MDUNfIT NG MT. a wm ») a, WALL M`U�NO 1-T HST. O FLOOR TO CEWND�NTING INST, BUIL13-OUT MDUNTTNG w, SCALE 3/OeM-�tpaf/ e) ,�CTIOM 4' ilE6 76 •• a SCNf 3/e., SGIi 3/6-1• 1W01MIMOI,a "ADING O PIT f11 r6PIut10w III -es �Jete LO eMaid a w M YI MM N4aF ii b1Ee NFTAIwMR THB aW a+m1 n �,N•''VGEN Iq NG. 44161 Tv r nmoM Ne1NNaf H,N a 3 FLORIDA BUILDING CODE h VelocIty Hurricane Zone P AYr w m Sur ANI i STATE OF eaAe nTIXa 0c 20 GAGE GALVANIZED STEEL STORM PANEL rP. ® ',Q• _ was, w �. EA . UH wmo 0 F .�'4 wrye/s.r R'n R 4a LL « GLOBAL PROTECTION PRODUCTS MC. smkL. //Y . 1• VIEW X fF4Tr �, ,_.. _ _ �TI L E C O ,N6 .eOA LP. N 6nRT 1 R-� In\. M 4 nI.N NaIIC 4NK)a 'i-704w iA. ki tom se-070r 20-176 AI.-4P-In, P( Mal/MONAttR./IATB W-000671• �1WIWM r w. MM.a lN: OWroA A ♦. PL w..-w A _ WWII N OF L Cn A�+)/ W CU O Cn U C C O CU W LU = Z Z Q J a SHEET NO. SH 1.2� r; },,,,, III , t, . 1..., H I..1.1 s.•.••, rI .1 -- •. . A•. N. mwz.jpqpl; a. GEW AE N _ TO C ION APPLICABLE m note; ". 6 IXAA4 CPP tIL u .65.0. -753 m• OR LESS 2 e/Ir BOLTED • ''. 2.. 3', t•w, 21* a 3'YI .66.0. -75.3 79. OR LESS - 2 1/8' 90LTED • .' • .*w • RSpL p.W/ i/a-P =�,SS, MS • MMMU Al OVERLAP a IOW OF PA[L LENGTH PANEL 1!• 4:4 1., 1 . .I •.. . �• •!.: II •, I, 3r•, r-7� I.•J.H +',W.:., .'•RI 4,.Iil: . ,TI-! ;MI 1.I �.., u=�. v., , i. .4.-•.L rl. ., '.SA W6 PRESSURE RATING 41.SLOW MAIIVA ANOM SIMCM FOR Cr 0. - ) 1/1' - AFPLKNU m lkCTlOrlf / • AM OF THU 4A4NeAA "IMIL tDNOtM i• (N.) tA,N70N6 CA41U-IN FWWAAIAR FOIBLE W NNlIAYOC PAL/! ro "I'moc"Kcxqm m OOIICWL7E ro CONCRETECONCRETE m CaFIAE7C 12' N/A 12• N/A 12' N/A 12• N/A V At 2' (TOP) it' 3• * lo' J' 5' 4• 5• I• S V BCTTON) 2000 12' 3' 12' S• B' 6• 6' 6• 1 OOITOM + N/A N/A N/A N/A N/A N/A 12 1/2• 11• ._._ 7 (BOTTOM) ON ?a"LE5$ 7• N/A 6 1/2' 1 N/A 4 1/2' N/A 4 1/2' N/A 3' (LOP) 17' N/A 12• N/A 9 1/2' N/A 9 1/2' N/A 3' (BOTTOM) 12' N/A 12' N/A 12'.-^ N/A 12' 1 N/A - 1 4' (TOP) 12' 6' 12• 9 1/2' 12' 11• 12' 1 W 1 4' (BOTTOM) . UNITED TO W40 atr. AS.D. DES" PRESSURE RATING & KE SHEET It TAU ANCHORS TYPE • S/AOe1G MR 1MSTAMATIRN2 INTO WOOD WWWAtM MOM 4W XW AID I * COK ONTO= AIM *MAIM ON THIS 904=JLL. FOR LA LESS DARN INDICAUD ON SCHEDULE REDUCE ANCHOR SPACING TI 10 SHOW ON MY M FACTORS. .FOR TIREMll1MLYNM OIL REDUCED MANED SHALL "M a UMSOT m IR POOSLL NG OCC WOWFOR EACH AN HOR FACTOR AI I[ H LE 1NW 4•AAw 9•ACN46 INOIGiLD FOR LOOM ANCHOR TAPE A IN4CIIOIM ImLWD fma m T/41_ - 1/4. - _ 1/4% _ _!ALR-N 1 41. Up" .0Mw MOWW W,µM p..) 3 > 3 a 1/1 NN VWNVVW V OI.PMN RIa 3 a A lglil � f9AA! 3'/r _ �_ m ___ Si__ _._ 3 1 . -- -- tm I - I Ito '_'� ly + R[OARES W. DISTNQE KrMW 9OTmM OF PANEL me ® To SE: 1/2' -��• I ++ REDRKS WA DISTANCE 9EIMEEN BOTTOM OF PAWL I AND IM m W 3/t0• 3/16• 1 i• Mat, Hurricane COMPONENTS FOR REGULAR UEE SAFETY & E-Z HANG STORM (SCALE 1/2-17 PANEL SYSTEMS - _. _. - ______ ... _..__15A'n' CMAL MCI") -- - - _. ._ _.... _-. z,,er- ._..- !I,I -. .. _.. ._ 123W(FFTECTNE WAOTM). _... ._ '' .._....___--.. ),- --,1or I 1/IY-1*L cH» .._ I To ANAL • 9 yr Ia9' an • E7 t/2. O. .{W`_,..)!0' -. 'e� . _ ,r.. .Tao ' ,. - I.SiO•.._. - ,.3190' ...� ,'' .3 .330 - -- _\ � ,.�-15.'00. ­ - �I . Ii 0024' 1M. nLCM .I h ,_ i.. JJ77• -. I. Too' ) I - _ 10 ) L r' (11N8[ RAISED) •. t.67,' .. - 1.5 -_P. t4 ( tl[IANEO � EDGE ISILNVI2ED 9EEEL AM A663 \// `g� \ TYP. I � ,094• - Cosa• t TIE•, ,.OHS• L .. 7 t OPAOS 91 MNMM C-SD v. OK .�•2. HSM1Et2. .1 2 25 EDGE r , ---..-.F_.I _- �.ln ".094' o[rAL A ae (1 STORM PANEL I- __.-____-___-_ I-__(.._ 1 .375' 1.a00'--1 gyp.) "-ITYP) ­. '-1.350•.- _ ORAL A- 20W'-4 PANELS SMALL K M'6TMUED ALWAYS - 2.367• -.. - FROM 7' LED AT6 /PANEL 'kjW,-,bO3 'F" TRACK U4 ANGLE WITH STUD OAT LEFT SgEE OF 2 O ''1y - TYP. TO EDGE a.m, (MN.) ,,. /' MMt Y LINO UP .� 1r/ Himum FOG[ � f"-- � P•O9aT' .--1 Eo.W _ AwW / 133'. 0 270'. , \ r 1 " \ ` .. • , ELF'A; F _SITS, 7- , - PAIQ -. S J I4625 GALVA IZFD STEEL • 9.575' � 10.250'I .- 2.2'A I - 1. NCOYETRIC VIEW DETAIL •l 1 A ,ya•F _ (- ,' I .957 1AMu Fro•-.-- a.02S. 1 I OR j \� �� `I-:� ...2'�O ROUNOCD COON" a ENDS OF PANEL."S I . My, .ON. END UP W HEMMED EDGE. 2 379' / 1 _ 1ES' 2". , . O KEY HOLE WASHER I TooK A PANEL AMALJ 3,750• 072• .D9r• r067'".) _�' (7w.) I 3105-MI54 ALUM. ALLOY © KEY HOLE AT PANEL - 750' - _. . 1 2�IN- I.- .750' - SEE SHEET a Me ADIDT110INAL e15 • WM7gM R SLEEVE LOIOD, R I )'. 1 A91• 1.250• .375' O SLEEVE T i /B" LEMONI,20gC• ! 125' I �I -L 1-.. ONLY WLO TOR INSTALLATIONS Ni9 It 12r WOW S7RLLTUKSMix• _.__.( ODD•.-- 2.ao"-! 3'7S0- -.193' 2w. REV. "H" HEADER -- I-.t18' ' ©"U' HEADER O i 12S' 1.0I( t._I iTM) . -. -1' YM. TO 5' WW. - - 2voo"-. ,. I ® SLEEVE 1' MAX. • HiuoY ��PA21�I5�� pp @ ANGLEE 11 'd" TRACK 1� j? PANEL MANGER 374• a.000' -- - ue�I r- .384 -��. YVI P A, TI((/�, 1 1 '4" WIDE) FOR (. '1w ITn1 f.e71• ~---- r"t- I.-_ i 1 50- ,410'-.._1276' ca - AWN-�- s r, 1.1•25' .eeo' 2WI,.1--r.. I- T -.2�. /' 'Op S'• .T � 4;. VCEN 6 ••.. . _ -- I— 441B7 (USE ONLY SYSTEM) FLORIDA E L HANG STORM PANEL 6063-TO ALUM. ALLOW BUILDING CODE Non High VelocityHuMaan Zone . T 1'°�° + 123• 1y. 4, MIL' f . WN. 0-®. ( a . i Case 30 l y,}•. t•. STATE OF (TY'P) L �g FA. A1Ao,aWo4 wc. 24 GAGE GALVANIZED STEEL STORM PANEL OWN` rF . 2.000'- _ L SCE ttCTIGNs - - _ 1 _ . ! - _, _ 104• _. O •., R pP - ...-1r'.. V I L E C O IN4. NM/a16o PROTECTION PRODUCTS. u c. aMu 4m S.W. 61 S"W 1( BUILD -OUT "F" ©4 BUILD -OUT 'F" TRACK 15 & ® WASHERED WINGNUT Y / EVIL I AIM. r aA Wit *N•1FIUU1ot A AAA , M OAR AM. ,PW . AMMONIA, m-IM1 a-oR6...r- OWL. m 3= 2D-175 A14[ M4)M-7N4a. Fill M47RM7P7 - chA KP TRACK ANGLE (ZAM•L 3 ALLOY) Pt 2tuilm4aµ llm WNLTCI A A. PL 'W ow 3 A 19 DETAILSINSTALLATION INTO EXISTING WOOD STRUCTURES ./4-A UO Scam • 6' O.C. W/ '/2• W. HOrmo POIErmy" ' (,3) IV. 2:4• *DOD ,)4Y LAC SCREWS • 6' O.C. *I m ExrSTW.G *pXl HEADER !Al', HEAAXRFOutlSOI , , � T1rXI Mm W4MfD PENETMTIGN ` 1IMI OR ON EDGE^LXa',PO WOGO M/0E11. T'F1 I 4 Ca.l. .iEA ND WQ POP PN[T OF E,RJM 15) 7 9/fe' Mln 2 1/, W Mtn iprLAs, ,/4-. 4 i+. TSEOPNM M.S. wf_ d/i.]/31' i MIND I MM v .K. r I ._.;.. _._R .I - 1 W Ra � - I tt x $ I I � I i . t'^ E' I. O 1 R 8I 2 ,.;I J4Y- 3. R/ j1(r UT I. nAMkm•NON IA 11F.' 11" A", z6•.,,'37• • VEPY UVErAAP .y I 5 I . � -- , - 1 i NI. T- FEIWW/E 0 " 'AADl11 W" 121/2'0C : Mn, iHNENLn A[NrtWA • WOW 7[ ,now.ED AF'AMrlW/LIR YU`1 OHt ONEDGE (M1 m W/ 1 f Min PCwTRAnON • ,2 • SolWo IooD �� WOOODI'A�'in `REOUMI) � 2i.W FLAT oA m rw "W SCALE. 1/4"..' ALTERNATIVE i SCALE 1/4•.1' .m. 1. INBTALLATONS .ARE ONLY INA FOR BUW GANGS WnM AS. D. mXi,,• ,DNS _l. VP TO +96.0. -75.3 0.1 AND AM4E1.'S UM41N U► TO 5-10'. 2. NEW WOW CONSTRUCTIONTEEM RS T9 M SOLITMERN WOODO.55 •2.1SEE vw..av DMEMBERS PMR INE SPECIFIC SPL{:KRATKI(gy NO WCGIIREAIdIS I011 1(�D[ Y W [� A7 mR 4IWELL (67T0A 0yp 20�00 SRESO PaMCT" 1O, 11 50N,9RI�2T A7 ROt16M. wLSEO� PEROar Yee raM96Me6M eF « __, ALtE7NA1'I TOP A BDTRNP W>lN!N4W4 CAI Bt COMBINED IN ANY M TOPH[AD WOOD F - ulcom WA TO Sul' An INSTALLATION W1lE 1/.• . `IDHT 4NTIEP TRACKS Nat SWOWN rah CLARITY 44'll TAG SCIM • Y Oc. W/ 2' Y / t1,N/r0 E PMMTM7KN It Exlsrr.G WA190 HEADER D"" /I..,• SMs • U ENO OF 0 (S¢ OVIN. ,/2. a ..NOR 'A SET4 �//'5 - ,, 19 US�rVEWY a i IIf Ito, r i � 99 H I 21 ~ A f-I 1 a Q"/1I•A/�. �w20.y. S. f1,1UR86CTW9' l •NOn ,A SCAT) '. '. SCN W3 • a' OO W/ R. MIX. FINAOm PEMn4 - M. 'I•." WOOD PLML REOUKCA FLAT I •1 • J . Iliyft.1T!11 •. I :. _ELMINE FLORIDA '/4'• LAW saw" • a• 9.0 w/ 1 1 /2' W TMIEADf D PDETA,TM to ExaTNO WOOD HRADIR , 4'.- MS Cane / l/6 (N0, • 12 ac 1 � 914.1. $HIS •EA[ww inTAXI orTAh 1 /7. 0 _!TOFC_ 1A I4AF0y'7 '•_1 I 5� 1 1, IM1.O Nt)In EWER, OVERLAP I I Ig -I I -!"I4Q0 i 1 1 X €I§ i I H n NUT 6f I2• a.6. 1 SCAM • 6. OD W/ A, T"RrAA0(BO PENETwAnWt 1 /4. 3/4, 4/s, IUM SINGLE PANrL i LENGTH "L' SCHEDULE ONLY FOR _REGULAR STORY 2/4 I W/6, 2W/8, 3W/7 It 4W/7 ANCHORS (SEE SCHEDULE ON S INSTALLATION INTO ,�.D CONCRETE. CONCIiFTE BLOCK t WOOD (1) Jr-. V""`..�-- -- - -.-_ sNurs 9, 10 •t1) ___ _-- 3' 4Wl t MIN _ _.. - it•MAL �A�--------- ----• ..--- AT TOP OR IIOTTOY p(Q WON iRACNs CS:• - C`�j- jE yI an O 0 ti a D.M.- . 30. 40 rT _I I. I- -)- -I -- -t- T T -r t r r t--I-T-r-r--1- T-r-r' I ,..__ -_I I III ypTN T'RAdLS fit oRCel DIR[_9ci 16[)IINTED AT EACH [NDT �, . MAXIMUM PANEL LENGTH RL+" OR -L-" (ft.) 0 MAXIMUM AS.D. DESIGN PLESSM RKTM .4R. ♦ N - W ) ( ) CONCRETE • WOW WWN.IAT04 1 _. _. l4 11,_ no 12'-D' '2_-0• uo xiD _!__':-Di..11-s_ ,r-e 'Da• iso ao - le OFF!/0-0• T9 r 9 4' aa9 ea9 eao - .._ _ s4o - .___ e r er --a.-- eo _ r7 7• . -. - aJ e a --- "n.0 -a• 77-7- I•-,,. _ sa0 _ 7'_ W-7 . ae o.- _ -0_•a 0 -� _ 10110.0 rosy _. r D . e.-e. 8,-9' --e'-3• -' _ a' -a_ _e._2. 6-0 J 9 -` rraoT - s r n9e 3'-5- MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS.D. -mum 1 mul; •T. I.N - CONCRETE Al WOW INSTALL."m t L. L- ]a0 )4'-4• W-0• _ i -_ no 12'-10• 1V-7' xiD W-e' '0'-r .no -_ to,-ra• e'd• .o* e'-6• 9•-J' !!!A_____._ 0 a'- r • e•_7• _ e'-r I'_"'_ I.do ...ES0 a0.0 e._3. a=0 7'-Rl 7-, 6s9 W-0 _ !-e 71-1 r-T • ,1' - nA 7 /-e• Rao Tao _ 7-9 7-o -i;-V--- a -3 6-1 LAD _ 6 7 3 6-_-'� 5 10' s r " _­ S 1'_ e-r'- H7O 0 FRIo` rrao- .. r rsG - i_; - -- - 4'-'9_ ULe .-- 11-8• 1ANMLI SEPARATION TO CLASS SCHEDULE MAX&" PANEL IOWHI WARD SPEED 4 170 In4.h WRO SPEED > 170 m.ah (m)I/rIKST11Nr1[D KSI4MED IPRESIRIINEO R[9TRAINED .W on LESS 1' 1' e' 6 1/4• 133 70 90 1• ,' 7 1/1. 7 I/2` >90 TO 145 1' 1' 1 1/2' 7 1/2- >TM m lee /' -_- LLINIYI1S4 DANCE. 1 CMMM Ftnl CAR A nWM NAIINTINO CONORIAN -. .. _TOP BOTTOM bYIEGT rMOUM 11. "EAGER •U• "EMU? I,OTUDS' µl.LLr -F. TRKN CU W 8�//IyyNKpOE cUacuKs - DIRECT ROTATE 46' 32' 32' 3a• 56• SO' 1. STIR mz - 36' 32• 32• 32• 42" 1. 39' T' ,: 5a' - __ 32' 12• 42' 6r So. or I1_S•x13' w AwotESD' ..,_ -u. 7r W.•ES. SO- - 32' 32 3e' 6D• W.QJO,qy H 1, I II 1 }; I B L ___. 11. 15 .... .__ ._..II. _.__ i_ ...1.,I 1J IIi i i j ; ; �_I,_r �_1 I -E i II i fI 1I I r IIIITT _ l - I - i 4-- - � U160L7ED IAMALI,9 i { -:.1 I ( BOL.TED PVI /' 1 4P-20KT' 1 (SEE SECTIONS AS 1 I ST.S. M.S. BOLT W/ �e E" OV.UM', 1 APPLICABLE) LE.) I I 1 I I ! I '. (SEE SECTIONS AS APPLICABLE) 5 I I I' i I j i i I r,.I I I 1 W i �I� 1 1 II !� i II ; i l i 1 I I ( -'I i ' I I _-,I .-I ® Or @ -t _ 3• MAU t. WIN.2/4 1/4, 3/4. 4/5, 5 5 a 8/5 I MIN 1 W/8, 2W/6, 3W/77 a 4W/7 '_ .. AMCNOITS (SEE SCHEDULE ON SHEETS 0, 30 411).- , _ _ _ _. -1 REGULAR STORM PANEL (1) ELEVATION 2.4117• N.T.E. I/4• _MOP. FLAP (1MM. 0~ -1 WHOLE "Plum I A 1/4•% � I � v v �/ MAX.GAP , SECTION A -A N.T,S. 01 monm (1) L+. UAW" ALLOWABLE PANEL LOOM FOR A OPRK POSITIVE A.aD. OESW LOAD. L-. MW MAOWABE PAIR LENGTH FOR A WAN NEGAINE A&D. DESIGN LOAD. (2) PROCEDURE to orrum HE MAXIMUM Poe WORK GMN A POSITIVE AID. DESIGN LAD. DE7UIIIFIL MUIM IW POLL LOOM "Lit' FROM SCHIEDLAL ONDI A NEQATM ASO 0EFAF LOAD, KTCMeME MAXIMUM POMM LE WM 'L-• FROM 9CNEDNE. FIRµ IWOWN ALU.OWM0.E PNIFL LENGTH IS EO/AL ro THE IBBMN WMWM PANEL UNmnI BEINE[N E+' AND It `. SEE S904C UIE 9F MR MIN. PANEL UvwM FOR POROSITY 9lMAP1G40014. OWA11AIMM KM WOW ARE UNIFIED TO it 95 act MAY LSD. DESIGN PRESSURE. RATING . e, 10 • 11 MR Ma. A.S.D. DESIGN LOADS ► MAK, PART. LENGTHS FOR * ; -Q y', ' �c • . ' F 47k../ D• 44167 _ * TATEOF * _ _`:^_ OR (N T T4 I�y/2p^IIr> • t0�� / / lu<' 6 a0190 7Y� 'r IL 9COINa. 24 GAGE GALVANIZED STEEL STORM PANEL ,I,;' • GLOBAL PROTECTON PRODUCTS, 060 4.. 1, stl er DWAL R 01. mm. OM)M6-IOM. FK tRM6SN-ONS2 �_ .�, .- w- �- - 6i/"/79w oIGc • c AN1 1R�a, ar awer W1��naw s PAR W,-,O . w r 04W Pll-,W .... rr.o. 2O-17S ORWNW KP GENERAL NOTES MO SON a IA I6r fY[I11 � 2 IYY6 BEOaI e! (C) ED_jX 1v9_.w=_.:MIN.iPLC9.lE..GBAYm_5LvD.55_Mld.:. 1 STORM PANEL SIgWN ON TINS PMOOIICT EVALITON DOCUMENT (PE.O.) INS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4"O TAPCON ANCHORS, AS MANUFACTURED BY I.T.W, BUILOU. INC MTN THE 7020 (7M EDITION) W THE FLORIDA BUILDING COCF1IS 5KIM PANEL SW41NOT KINS INSTALLED AT HH - /74-10 PNCWOC FYALA AND PNLMATEPLUS AN•DR, AS MANUFACTURED BY CLCO CONSTRUCTION PPODU1S. VELOCITY MINROANE ZONCS (UM -DOE / BRONA/m COUNilLS. - 1/4"'LAG SCREWS PER NOS DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 16 OF THE ABOVE MENTIONED CODE FOP A SA34C WINO- 7/16'• 4 5/8' WOW BUSHNIC. AS DISTRIBUIED BY ALL POINT S0E19, BOLT 41 7PEWALTY CO. SPEED AS REQUIRED BY THE VURGOIC'TION WHERE STORM PANEL WRl K INSTALLED. AMC FOR A DRECTWNAJTY FACTOR KD-005, USING ASCE 7-15 AND SMALL NO EXCEED THE MAXIMUM (LSO) DESIGN PRESSURE FAT1NGS INDICATED ON SNEE'S C I) WNW" THREADED PENETRATION INTO WOOD OF IAPCON ANCHORS SMALL K 1 112" AND 2- FOR ELCC PANELMATE. PLUS 3. 9 tHRU 12 • 17, 48. AM PANELMALE YE/IALE IS ss N M L nW NLD PER 7-14 SMALL BE FIRS, L TE OE'SNNU lBYrpS OETEOR ASCE ORDER TO vE W/ iM1 ABOVE PEON PRESSURE THE FRAMEEQ UNIT RED SMALL tK , 1/2'NETR IO ?WADED C" ON INTO STUCCO DEDUCED TO AS.D OE9KN PRESSURE RILING •S MULTIPLYING THEM B. 06 IN ORDER TO COMPARE /4E5[ W/ VAX (A.S D.) C2) PENETRATION SAL a LAC SIDERE INTO 71E WOWOF DESIGNPRESSURE MTINOS YIDIUItPO ON SHEETS S, 9 THRU 12 4 ,7. le. P[hET1N/10N INTO STUCCO SMALL BE CONSIDERED AS PART a THE RECURRED THREADED PErIRRAi10n IN ORDER TO VERIFY THAT ANCNOFIS ON ,HIS P.ED AS TESTED WERE NOT CAR STRESSED, A 33% INCREASE IN ALI.OWAki • STIFOR R V" LOADS WAS BIN USED IN THEIR ARAI.YSIS. FASTENERS SPACING TO WOW FINS BEEN DETERMINED IN C3) OMMWM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL 91 AS INDICATED IN THIS DRAWING AC'07"ANCE WITH N.D.S. 2019. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HIS BLDI VEWIED IN ACCORDANCE WITH SECTION IBM 1 2 OF C.4) MINIMUM F• NEMAHON OF W000 BUSHING SMALL BE 5/6' VIA' •-20 SCREWS USED SMALL K 1 1/2- LONG MNW THE ASM MEMW.0 KCODE AS PER AMEMCAM TEST LAB OF SOUTH FLORIDA W90M /O01401-01 AND 00210.02-09. AS SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WITH NO STUCCO �. PER SSTD 12-99 A ASTM C 330-M STANDARDS. AND AMERICAN TETTNC LATE SOUTH FLORIDA REPORT /112301-10 AS PER C.S) N CASE 1HM1 PRCf/ul STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BONDS BE FOUND ON THE EmSTINO TG PROTOCOLS, AM A5 PER C'ALpUlA7gNS PERFORMED IN ACCORDANCE W/ sEcnaM teol Of TALC TBUILDING WALL. ANCHORS SMALL BE LONG ENOUGH TO REACT/ THE MAN SIrA LMXE BEHIND SUCH PANELS. CODE FLORIDALORICA BUILDING CODE ANCHORAGE SHIN BE AS MENTIONED IN C.1), C2) A C.4) O 2, ALL ALUMINUM EXTRUSIONS 10 at W63-18 ALLOY AND TEMPER (UNLESS OTHORMSE MOVED) SEC SHM 2 (D) ANCHORS SHALL K INSTALLED FOLLOWING ALL Of tW RECOWAUMnCM AND SKCWKA11i OF tHE ANCHOR'S MAIUTACTU S- ALL ALUMINUM SHEET META USED At CLOSURES SHALL. HAVE 3105-•1114 ALLOY. 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING R43TNAATM DETAILS SHOWN ON SECTION , 1MR000H 0 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SWA HAVE Sr"TURN DUALITY STEEL. A„4TM A-653 GRADE 80 MINIMUM, 0-60 GALVANIZED T"RO11C/1 5) EXCEPT TNAT MEAOERSO •(B SMALL NOT BE U5ED. S1FU DESIGNATION W/FY- 222 >W INTER TROLLED). 9 IT SMALL Or, INC RESPONAkrry OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE 5, ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 WISH SERIES OR COPRO•SmN RESISTANT COATED CARBON STEEL AS PER VIN A1TAC1E0 TO INSURE PROPER ANICI.ORAGE. TINS SMUT7EF SHNUL ONLY K ATTACHED TO CONCRETE, 0.0Qt DR W000 FRAME B IKDNCS. SOOIe W/ 50 In TTELV SfRDICiN AMC 90 ker TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA 9UM1nINO CODE SEMION 2.1,.3.3.4. ,O EACH REGULAR STORM PANEL W7n, LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4. S. 6 AND ALtlaml ES ITT, 3w t 4. ON SHEETS 4. 5. * • 7 RESPECTIVELY. SMALL HAVE A LEGIBLE AND READILY VISIBLE 1,14)aRING M611FUCRF10 OWNER OR TENANT TO a BOLTS TO Of ASIN A-307 GALVANIZED STEEL OR ANSI 304 SERIES STM4ES5 STEEL. WITH 46 kW MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE RENFORCEMEM DURING PERIODS OF HURRICANE WANW4G 7 AFICHOF!S TO WALL SHNL BE AS FOUIOWS It THE INSTALLATION CONTRACTOR IS TO SEAL✓CANM ALL SHUTTER COMPONENT EDOES WACH RERAN IN CONTINVOLIS CONTACT WV1H THE BUILDING TO PREVENT WM/RAN INTRUSION (•) ID_LdLSDa4.PL1M0_C IC43i"eHQL - 1/4•P TAPCON ANCHORS AS MANKUALTURED BY I.M.W. BUILOEN. INC. (MIX, rc••3192 F..r) 12 STORM PANEL N5IALLADON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 1/A• 6 A 7/a' CALK -IN ANCHORS, AS MANUFACTURED BY DLWALt INC PROVIDED BY THE AXIISACTION WHERE PERMIT IS APPLIED TO. - 1/4'* . 3/•• SOLID -SE, ANCHORS, AS 0151i88UfE0 BY ALI POINT SCiTW, BOUT • SPECIALTY CO. f 1 T re- F. D. N AMCOT PROVO IN9RIM J a H6 PRODUCT EVAU.WTgN DOGCART C PREPARED BY THIS CNGI FR IS N'ENFFK 0 DOES C O ( 1 C ( au.) W FOR A SITE SPECIFIC PROJE'LT, I WHERE THE SITE CONDITIONS, oEVNTE FROM THE P E O. 14 F. gNS1RUCiKN PRODUCTS. - 14- P T F PAI AS MANUFACTURED BY ELCO C / 10 ANILW E E3RAlE 0 ! ELAMTC PLUS ANLIIDRS. ANE - 1/4.0 ZAMAC MAKIN ANCHORS, AS MANUFACTURED eY DEINILT.. NC (0) CONTRACTOR TO IN RE'SPONSIDIS FOR THE SELECTION, PURCHASE AMC NSTALIAI1014 WEDDING LIFE SAFETY Or THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAMCO' ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4', 2' FOR FICO PANELMATE AND BASED ON THIS P.E_D. PROVIDED HE/SHE DOES NOT OEVNTE FROM THE CONDITIONS UEINLFO ON THIS DOCUMENT GON57MUCTION SAFETY AT SITE I$ THE CONTRACTOR'S RESPONSIBILITY , 3/4' FOR 2AAIA f4NlJN ANC/FORS. (1) THIS PRODUCT EVALUATION DOCUMENT WILL BE WNSVFFM INVAUD IF MODIFIED A.2) CALM-'W • SOLI) -SET A7N'AKTRS SHALT. HE EMBEr"D 7/6' INTO THE POURED CONCRETE- NO EMBEDMENT INTO STUCCO SHALL K PfMrED. 1/4' •-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST (0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA K41MRM ENGINEER OR ARCH,TF.C7 WHICH 'ALL BECOME THE AND 1' MNWUY FOR WALLS WITH NO STUCCO, AND MAT M PLEADED SCREWS OR ALL tWADCD SCREWS W/n HEAD, ENGINEER Of RECORD (E.OA) FOR ME PROJECT AND WHO will BE RESPONSIBLE FOR THE BUT WITH WING NUrs PROPER USE OF THE PE D E:NGNEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE FIX D ENGINEER, %HAIL. -AOMIT TO rMS UTTER THE SITE SPECIFIC OPAWNGS FOR REVIEW AS) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE OEM INEDATE04�� SM AND SRNATVRE OF THE PROFESS10/4 EO SMALL E AND EXISTING WALL. OR FLOAT. ANCHORS SHALL. or LONG DMGM TO REACH THE MAN STRUCTURE OCWND SUCH PANELS. (W) THIS PFR ANCHORAGE SNAIL BE AS MENTIONED IN AI) AND IN AZ). OM1MAE IT (0) TO EXISTING FI*K'PIZ .ALOVA.1WAi ASDEy =pp. it, SHUTTER 1MNUfKURER T'S LABEL SHAD K LOCAM ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Or FLORIDA BLILD14G CODE. ONE LABEL ♦ - 1/4' TAPCON ANCHORS AS MANUFACTURED BY I 7 W BUtIM. IBC. SMALL K PLACED FOR LXRY UMCMNO LABCUNG TO COMPLY WITH SECTION 170993 OF ME - 1/4' • a 7/8• CAUL -IN ANCHORS. AS MANUFACTURED BY OLWALE. INC FLORIDA BUWNG CODE - t/4'O A 3/4' SODA -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. 900 • SPECIALTY CO - /14. 10 PAWLWTE FEMALL I) AND PANO.WTE PLUS AN4CHIM, AS M~ACIURED BY ELCC CON'STRUCIION PROULdOOlif - 1/4. 0 ZANAC NAJUN ANCHORS. AS MANUFACTURED BY DEINAL.1, IN('. FelStp A• FIP/ 9.1) M,•14N E318kONEM OF TA•COn ANCHORS. ELCC PAMFU4TFS AND ZA/4AC NAAN AHCI.OR, INTO rNL '1j"i Ire'../,P FLORIDA BUILDING CODE High Yeloa MurAOone Zone) &OCR VNR s1Mu K T 1/4• 9,2) CAUI-A • SOUD -SET ANCHORS SMALL BE EMBEDDED 7/5' HMO THE CONCRETE BLOCK UNn. No " 7• 1{po44 7 .,xaW tip, I� 24 GALE GALVANIZED STEEL STORY PANEL 1MI4wr'rI'II,, STUCCO SFMU BE PERMITTED 1/4' 6-20 SCAM USED SMALL BE ' 1/2' LONG MINIMUM SHOULD 40 Exist, * -' 6NhtMINI AND I' MINIMUM FOR WALLS WISH NO STUCCO. STATE - :! I E INc LOBAR PRGTECTION PRODUCTS, I=. q1L �••'' •• .000 s. M s1RQT 8.3) IN CASE THAI PRECAST STONE. 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE F R., w. Air L/� rwWn A*II• A EXISTING WALL AMCIICRS SNFLl. K 1011G LNODOM iD REACH THE MAIN S1RIICIURE BEHIND SUCH PA sN.�ORI `, Iw IWM-,4NA N, wN nl..Ml FWA, nW6FTW FAA1 Ll64)M2.8NT 20-175 �u/CHILL ANCHORAGE SMALL 0. AS MENTIOND IN B.1) AND IN 92) 'C'�rA-Po '- MKAWW NA. A'M11111111 ILA PG (rA/W1X.auywn WALTEW A NUIMA TILW .N- IX. •4tti ' M M ---KiiNG INSTALLATION INTO POURED TOURED CONCRETE � 0.. DETAILS CONCRETE OR _ FOR REGULAR PANEL CONCRETE BLOCK POUND CONCRETE ONCRETE 0.0CH 1) STRUCTURES ! OIJIRED R[ COW-itm OW-M 115 CONCRETE ANC110R5 (sE[ SCHEDULE ON . - -f SHEETS 9 THROWN 0) r, _+7' 1�7 1 (SEE SCHFMNF ON /,�� 10 SHEETS 9 tNaouGH ) TF2.., S. W 17 11001 POURED \./ f ! CONCRETE BLOCK .1 ;) 'I"" KM 60Uc REOIPREO. i / T 2. f;, 1/T II/4. �,:... ,.___,L •a 1hI ,:. .. -.. .._.. ., AMA,..... _... t ...-L_.. _NA%, _ ...... 1 CONCRETE ANCHORS -- .. .1 (SUE SCNEOUtE ON Ell ! j E D a - i )SHEETS S THOUGH 10 , ...,1„ , .i rl-i OII- __ 'pY-E 1wRP��FB f .._�-+/'--.- ,.. 1�-ARATOR Rw I. ' Y ..:. _ ._..,thl,•F-2r1-ED aGeR.1SN 1 ro j W. I 1 OK TOR RWLL 1 1DWN aA3H r� '•I{I to GlAS1g11S ,� / I cm UM Pon UOMIK oA1 74F) r „ ! :. ' I Ex!STm (SEE SCHEDULE t• MO.. r (SEE SCHEDULE ; .; ` :, i oLA95 ON SHEET J) , I PANEL LENGTH a ON SHEET 3) I ' 1 1 SEE SCIE I I MP. SF.PAM110N Y' MaA. 1 t' WA. i ( 1 ON SF/Etl 3 3)E ) I 1 � PANELL IENCi1H TO GtILlS PANELL LENGTH 4 (sEE u,EDILE ' I;owcaETE AI/Clall6 (SEE !CREOLE ON i _ r , i % 9 � (� 9cHEoulc (sE[ 9C11sRxt I- ON SHEET 3) i ON 11E,E7 3). . 1 ON SHEET 3) T M 1 sHQr9 a IIROl1C Ill i"� 1 1 V SOX1 N I E^ 1 1. a s , OF i' ''�'■•IF OIxiA54 N I I 1 1 S S 1 1 GI-E 1 GLASS O ,' ® 1MAX I 4•FIw"• I I SWI I DF •t" I ' ED !,tr r!: , _ .I -r w�rlooLQ .`1 r .;: ! µIx. i ' \ , 1 tr A, 19Y- �,� I lJ " '� , [D ( i t F Fri E.G.�:I,, i 1 ED. II 1 2' ; IS�ry�� I r FX47M POURED CONCRETE I • 12 I/7' C.C.1,... (AS APPLICAKE]l • rr� �u ...' ,., IQl wa 0 ,I. 11 ,; CONCKETE BLOCK '4" 1 I CONCRETE ANCHORS..- _ • " i >r , J 1 - j. ED---FO- @ I/.•R"0(t NNGXWr� • 12 Hp' Pe. REOUMED, r ._ 1. _ _. I (SET SCPHfDLE ON _ -. T9EE78 9 TNRDUOM t0) ' 1 1' LNn.'-. !. w/ ®aNLr MEN 9DUD 4�' ••' LEG LOCATION --ALTOIrNTE ': `J SET •CALK -IN NOES Ex,�„IE, POURED C011f3ETf AK u_ ! W/ _- lR BLOCK ALIVRNATE CONCRETE pU LNGANCHORS - , ; tTONCREIE ARE USED. IKOLN[D. ARE USED, ANCHORS OR CONCRETE BLOCK REWIRED. STmm W/05 (SEE SCHEDULE ON (SEE SCNFOWE ON SHEETS 9 DIROL16M 10) SHEETS 9 THROUGH 10) SCALE 3/9-1• NQ SCALE 3/8-1• WALL MOUE I SCAT 3/e.1 , A �N..p1M4AMl TIIM i :' CEN FLORIDA BUILDING CODE Non High Velocity Hwrkom Zo09 E.D. EDGE DISTANCE NOTE FOR ,j'OMBI►MTION OF SECTIONS: $�F g . s*: 0. 44167 t # * STATE Of Ir-�' ..-- 0*ri 1Laa0. AIG 21 GAGE GALVANIZED STEEL STdRA PANEL 1 L E C O INe PROTECTION PRODUCTS, LLC aNIw'sY. oRr/16R MITE (SEE SCHEDULE ON TOP A BOTTOM MOUNTINM CAN BE _ ��' F - -_. (ORIDi'1/ .6R 4W. ,SSW OIYW.M1 t SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY •4' �'li.F •' /z Y.e7 .Ira*. .RPM A1• .A-� Lv_,-,M Ib.RNN rFI-,Y, FI'a4 M4xi-75W FM Om)=-62W7 20-175 INSTALLATION. V y �O .�•,.- AN HA - - .N WOOOA,1 owmm HN 'P;... 71"r�'E W,Lia A >VW Y, P.E. 1. IMET 4 A N --a N N co C6 a) -0 O = = C N Q O O .CM U O = U O � C LO O 'i N O _O a 3:: CO LL- m O �. CU O W An o o i O.6' �C-q (� O ♦� C:)_ %C 11. d. ij .� V / O A- 12j d O A It N -5 BBBBBB d ► E G y O Z 5 .mat I: 3 to 3 13) tj C d c o rm r. � •e N..'a .a AE O d u - CD 4 I Z I z I W mi ON DETAILS FOR REGULAR PANEL INSTALLATION DETAILS FOR CONCRETE BREGULAR PANEL UC INTO WOOD STRUCTURES ... __. - INSTALLATION DETAILS FOR REGULAR PANEL UZ INTO WOOD INTO POURED CONCRETE OR CO)yCRETE BLOCK STRUCTURES (SEE ORS LOCATION aLOCATION (SEE EESCµH1;dA.k ON • J . i TO AAss. I SEPARATION -- - ALTERNATE COMCIIETE n I sEE - , _ UD SCH . E1)'- ( WOgp CONCFFM ANCHORS ___ SECCR 9 11'ROUIGII 1 COSTING POURED CONCRETE - I � ' I �j • !a„WA'If�a46a1` ' -- (oN SHEET 3) t I NEFO RNIn BEAM X..O . TRIICTUIRl 1 ALTERNATE (SCE SOter E 01! O) on CONCRETE OLWK k` - Y:'. T'.._ . Cn SHEETS I THROUGH 101 OO R�1E�ERETEK OCK CONCRETE .1 IT08UTE 4FC 4DIN¢O. %. ., , :.I I ' _ 1 l .-, - .. u9eN tAa r-f'I BEAM TO K CEEJ IW" WOOD .. }+ OI15791C POURCO .3,'., s ' `__-LION CONCRETE AI[NORSOFF "; WOOD HEAD_EA_ i - 2 WOOD ANCHon i (�,,�gII I 4 _ - i PANEL LENGTH (SEE SCMED"ARCHITECT!E�PAIORTOTO SHUTTER ER Fes- II l IF �® ^' -.1• ,. (s �Ta s n w H 1 :, I /4 sNF[T 1 T7 L , J ::. _- . I A sAT EI WOE ANn,oai. -OMPO "CAR CD (D W -£D REOURED cDNCR[TE eEa1ARC6 ; < Dw L SEE SCHEDULE �} . , r 11 (11.-, ._ 1r4'Y1• la KNKPII IF/0 I L.J sN([I ) SNQT _ */ NUT .. r/ i.C' l ,ly - W N- _ar i , 2MI" SPIGCa F I;E woW I - (/4•-1111410.�WS Mi. fi N ((I I l011UM ....(S�uHCOUIE SEE Ipn �`� ,u SDIo OR 1 a. e11AeOl ITP lCIIP a / /2• t 4' / " I of 1' SHEET 1 FOR �'� ,• F T f I1 - J IWI 1', x - I/4•aa,• as ILA W/ MIL ,�.r. - MAX_ wx. _ - I ' 1 -" MAX .Rl ........ ...._ .. ._ CONCRETE AAIC,IMS • ) 'R• al:1. - - '' � --r WOOD HEADER I L ,/4• I 1 (SEE SCH[DLC ON , '•. .t 1/r _. __. ... __.- _. ': j,'rJ i /. 'y26,, - Q' 1 REOIMRFD ' • • :1 2' j EO _ - -- - 1 I J MA%.. ...._.. ill= HE CR _, '/2• - - .1 �� ,_ .... _`, EO I _ D - NW .an :;. 1 I 1 .;, I L _. _- - ---- 1 I ._, I I u,r-Yon- 1 1 I I � ., 1 '' . 1 ; r I f 10 ED ' : I .. 1 __ Ex15T11/G 1 1 J9 I I _ _T_ . _.Q6 IfA� - 1 �_-. 1 I' - ) C i - 1, . 4c i I..,!/ i . l- _ - Ym I I 'A.Uj t. _ .-. i I I. . - )..- . _ .. 1 Gw•'S'"l ':✓ 1 ' I I , WA! • ► 1 • DO J SH[E1S ! THROWN iD EO 1 1 /% /. Jl r r 1r I PAN LENGTH I I I. t' MAY. LONG ALUMINUM SPACERS 0 12 , 2' 1 :U I 14D00 ANCHORS '2. t 1 [C30STRIEi i - 1 ED ,r!11 " 1 ,:.fir! -,. ..r" 1 (SEE SCHEDULE I i - !� i I ! ! ' 1 P 3 / 1 1 ( scij ON 1Nn. y,'. i I /I!� ss _ t,IW'W.7ar / YIM �y t 1 1 TO�W/165� I _ .G) I PAIa ' ! , ` i ` -® (SEE TABLE I M sLUAR IO `�,F 1 �2dy r/ii EE;/ 1 A. i OH SHEET U PANEL LENGTH I 1 1 2- L'• BELOW TOR LWRATIONS Faa Wn. i 1 aeL J, 'i� ,r/, V , � m AA9S. 1 , ON �gH[g,g �` AlA 1 ; I (SEE 1 1/2• TONG 9lEEVLS. �[PAMD(S TO , _ .^'yi._......._.1 i �,0 "> E . X P.a POW FMa ". sC/1CDUlTOE M1 SS i r/ Y-iN1• I (Sii Sp1[DL1LL i _. -•P"' 9 R 10 (sEE sCHEDIfl I ,/.'W-EDIT (SEE SCMEDLAE I I ( SCHEDULE 3) I'� N SHEET ISCHEDULE M PA a 1 Ih1N--Mort• •L• O 1 sEPnanA4 1 }�� A 1 'L• MAX. �1! SCHEME I PAIR LENGTH A i (AUI rlA6 •l• M0. i ON 3) I , W SPQR ON SNCE7 J) I 44 ICUM. _., '1� ON FICET J) 4..- W^ _. ' _ ON SHEET 7) j I , I;I _PANQ MATE F7:MN.E 10 OR PINED MVLTF .. 1 ON SHEET 3) '. IDaIN POL r-•6') I Wn. SEPAIOLTIOH TO CUSS j F ..:. LENGTH_ Olwp _ ..III • MIL: "'- iiF` F Y• MOK. SHEET 3) I ow nw om 1 PLus (SQ SCHEDULE AN SHEET 11) K4 OM1a I ' ,/L f i (tM rOt LNn PANEL ; {SHE SCHEDULE ON SHEET J4 I OiA� P UNOI, E R p L' INK 1 SEPARATION t. (ON Spar 3) .... .-. Y .? ;I It/eN o,WH r•- NEERf SCHEDULE s n , IDWM as r-W'7 �. 1 1 ....- .. _ - - ... ( Aa � I I uaR oa SHEET 3) 1 Z.m 1 ' E)0ST I - - - - ON SHEET 3) DU[x' %IL4 i 1 FXISPK.,' I � a= r-rl rXISST --; TO tL'� 1 PLATE MO MttI) 1 SEE THE D LE U ' I ( W P�,j1,•,F/ _+PARATICIN Lv��}j I ) ( SCHEDULE E711SD m GASS _-. L"..__ _ +. __- ON SHEET J 1 .1.' L 1 ' 1 Dues ( _ ' I __ i-.--- fl'A55 1 I L ,.-(SEE S[NCDIL[ - 1 /1� GLASS _. W 3- (SEE SCHEDULE 1 ti .. I - = r I - - . T , I _ ) 1 DIRECT IIOIINT W/ SPACER a F / _ _ 1. oN Siq[T 3) = I a ON SHEET 3) 1 OF IL ,, , `J� or *L 1 I 1__ - J - . I 'll i ALTERNATIVE iwr - i 1 - A+ t MAX ,r. N I MAX /Jr;{ ' 01 I`- 1 �1 '_.i`j" I - ( SCALE 3ro-1• I , L I _r+ • _ 40 -i Lt1•y !!!. ' .% �• I SOIL I I l_._.._...� I 5 SEE TABLE /ID ON SHEET 1t FOIL MAX. PANEL LENGTHS 61 i OF 'L' (-) I I /�111 1 ' , 'i.� Eo � I I r SPACER I .L. 1 1 sox 1 'i • t2 ,/T D.L. MAX. A.3. DESIGN LOADS FOR THIS 1NSTALUTIDN. _ 1 - WK. _ I 1 L O /2DC. r%" L, - LLNGTN 1 MAX I 1 OF i' Fo ' - I 1 \:J L' I _ FM. a I. r/ � LS ,0A0 Dan l I CD _ I 1_, ' rl I Pad! MILK. a 12 / D.c. 1 _ ' I _ lV L_1 I . r _ .1 n'N-mn• 1. " ----- (D =3 , L._�I J 4' I e 12 1/2' D.[ It, 1 NO FMSMI I FO i/1• •--2"1a0 1 !r' . NV4. Oc 1 1 I - .. _ _______-._.__.._�.___ ALL01KD It ' EO I Wan I - CONCRCTE ANCHORS / ! CORIGE7[ M4CMOR5 i.i'', I FO 'l L _ .: l 9/4y,�o, EOnS POL6[gWOLR[D ,,,1,�„ '� ,_ •ti\�� (96E SCHEDUIS Of+ /� .. 7 ._1 I - _ .... __ (� y. �, 1 A... OOE OF WALL DII SILO SHEETS 9 T1IROUCN f0I %. �, " SHEETS 9 IMOUSH to) -. r>i 12 t/8• LONG MAX.MAMMON 1 - J._.._.-1 STAGOFIEAICMOR4 �0 1It Tk WUF: �-.% � O -..� FF,,���..' .. CONCRTIEO i ' (ALT. OfIAACONDITION) r % !', .> SPACERS • 6 1 4' O.C. VALID FOR ,. i _ _.. (SEE SCNEDtLE ON 3KA1 M WY K 1 ,/Y IDw r. L ` /. !, IOADf ''' �' -. .._..-..__.____.- __.,-_l ' 'P SHEET 11) 1 FI6TAMOICI 6 A IS : .-.._-..... " I .. __, - 7XK MIRE 2'.4' WOW PLATE --.-i I• `• ■ T/4 /. (1uST NG MVKO CAMGRE7C ALA gETi ON AMID 1>ANEL ^ to Rom AIL LTAW MM 0 2 DIA D r r. OR COM[REFE BLOCK CKFS7KIG POtIREb CONCRFR._ IENGTPIS PEAR SHEET J. �`J L } §LOANM _ _ ..- A ... DEL RE WAUKD - ..,HOOD INC1ga5 CONCRETE NICHOaS._. + P[OUIII[D. AI 00NG9flC 0.0CN ,. 2-W WOOD V 11kYGQ: i 6 MAX MR Am ~ " 6 A I"N IX ON FROM ANY WOOD ANCHORS '. I j (SEE SCHEOULE ON MAX, LONG AL1AM41RA SPACERS a" oulno rRAWIT aJIUM,RLT eMRA1ED ON w•Ir 11T I�', (S6[ SCIEDVIE ON [D ..., !', R[OlaiO - 12 H/2' O�C. (SEE TAKE /1 DN PUTS REWIRED - -... s1EErs 9 TwlouoN 10} woo0 ANCHORS srlro ( tscPenLLE aH Jh SHEET T1) 9NEET5 • • 10. ! SfAOGDKD W OMB EOMI61T1pM 7 tl6CA/EpM ` . :•K4' WOOD I A) AIWIIOMS amµ, im 901IONser K AWL WR FOWL 6 M I ) I pWLT' / PLATE RECOPIED b i _ - . . I j (SEE SCIEWLE ON LOItl AR PoILOWWO OAIM,OIi JMC J , _ ' ,. NANb. MIME PLUS) WWL K INWCm AMWMYIH AT 0 ,/4• IOC A 0 (D I. T1[ _ '... _...._.2• ARM.. _-21, . - '-__. ` 1 Cn - _, . ... , .. SHEET 11) I 0041FLa0 'ANISE lNM A A HIORLLtWM FWal4 to 1//' ELCC 11•AONM AtAO•IO W (I) WMOAI AID DOM PIOM SHOT n i wm 6 ,0m -Y P.R.F. ' (M Mt71LI9 WIs OAK MALL LENGTH 6 MU 10 W A AN TPOW SCALE 3/8-t' SEAM[ 3/9-, 9CAlE 7/9.1' I W WAD" STORM POUR, U DWM 4 = FROM MKOI MITE LmPne AUJIKD ON I ■ I4• ALTERNATIVE 2W 1 CEILING ANDFLOOR MOUNTING BUILD -OUT MOUNTING L m WALL MOUNTING i (3) Stw ►MILL eanLIAION W a 4r p) Iwic I'N6Wsuu'�IaDN 9r cOwamm tOaA 9'O�OCPeGA w tWnouow"Y°' ON ) ALTERNATIVE 4W M TERNATIVE 1 W i NM IP ET7QrW46 lrom Fans Iw LL I SCALE 3ro-,' to FOR w10 Zara 1, a a I. 1670l9D aY AM SCAT 3/6.1 B..a+.+a SCALE T 1' (4) Z MMA71Cr wLUOER AMP W4'A 6-,R6 W.V..0 DC 8A0 (M EDnOFO A M FLORIDA I UIM SHJnF 3/MI• .eeNla GaK ' A. n 4111t"" mHo L ] •) 1B1 AM [ I EMI i �� ��, gPA: r/ .R o4 - i ajER A:.T/�(!l ,._.--'------ _ . - - 3.. '�CFN '•:� W . - \) s(' :;/� FLOR(DA BUILDING CODE Non M h velocit Hurrloon• Zone M I= - dL % J,CEN '%, FLORIDA BUILDING CODE Hon High V•Ioci Hurrlcons Zane 9F sECTtbN'S: NO. 44167 FLORIDA BUILDING CODE Non h Valecl Hurricane Zone)m 1 INSTALLATION ARE ONLY VALID FOR MAX, A.S-0 Je 44167 S atima WJM we r... I. INSTALLATION ARE ONLY VALID FOR MAX, A S O. *lam PLUM W_ re• TOP a BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (.e.f) AND PANEL LENGTHS * a707D 1 n0° rIL 24 GAGE GALVANIZED STEEL STORM PANEL ram. Q 24 QAGE GALVANIZED STEEL STORM PANEL oAWN F NQ.TE�6 COMBINATION OF UCTFOls: DESIGN PRESSURE RATING (p.e.1 AND PANEL LENGTHS : No• 44167 ' 24 GAGE GALVANIZED STEEL STORM PANEL OMA N y * * * ) * T * : * COMBINED IN ANY WAY TO SILT ANY AS PER SCHEDULES ON SHEET 3 .q••.- STATE OF Q °~" aY M,ZL NOTE FOR COIIBLILATION ..5%L27D< r 7 e _--. mM/w TOP h BOTTOM MOUNTINGS CAN BF: AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = L 07/h/$M INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: W000 Si'9�A`' Al _ 4' ,_�.- �� Hn/9F/RNR Z E.D. - EDGE DISTANCE ; 09: STATED "> IL ECOINC.GLOBAL PROTECTION PRODUCTSN LLC. oAID COMBINED IN ANY WAY TO SCAR ANY ALTERNATE 2W') X. STATEOF�o -� IL ECOIMc. GLOBAL PROTECTION PRODUCTSN LLC U.M. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ''A,`� j �••• j '"' IILIECO.Me. PRDTEC110N PIIODIICTS, LLC• am (SEE SCHEDULE ON TW k BOTTOM MOUNTINGS CAN BE O,r F(OR10Nec • 4NR u n mat INSTALLATION. O ., f(ORID 4RW sr. 5r cIRRl DENSITY OF D.55 OR EOUAL. ONAL E Le►t.✓ AeR sr. a1 6a1m Z VVI SHEETS B R 10 COMBINED IN ANY WAY TO SUt7 ANY q - Ka 4w a r F� Wte N Aw ONW VL �f4 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD G'LA . •W r ,r ,WPM 4rewa A Ww BAAW. M1 m14 AINMNIH,I, I , a w. r Y 4wWPL w ALw we rL 7p14 20-175 F •v Nttr -. om -IYO K. , AW Ml-'kW Alas: ML)NN-7N4'Aa 0"10 -4111 20-) 7S w:. Lrt -,n . w , 12W1 m-PAr FKKwC. LOO,1Ne1-1ew� rAx (WM)1P0.Ow7 20-t 7S . I Nw a61 m-.r a, ,RAW - H. note M4)Nr-7w. YAW M+)w-pN7 INSTALLATION, %pN •F•tA _ Prr..l... � �� I Aft OPA.M NH MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC LSD••••.•.••' wNrI, UPWARD ,M ^++4••*•+.- pWRq ON. FNrnu1WR•'i/EalwURE OA1L ,ME F''A TKIIF2A .,[ 1a DENSITY OF 0.55 OR EOUAL. IFNIN TMs/IMrt cA•°°ae1,1 PL iArwwPlWElalc M o�,M„'y ., r3,11 I w Mar a A 1-1 W1l1Y.R A nU.R A.. u. man 0 ar to , . WELT I At M -..-_..J - 0.. SHEET NO. SH 1B3 1 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: 1(A,LID FOR REGULAR, LIFE SAFE & E—Z HANG STORM PANEL(b SYSTEMS cOIHpR1L IMF. -a VARES E 1 21,4' WOOD FRAE Rai 1laAUftv C]OM ANAL s IS. O & REWIRED ARGUE WITH , ... 1 J/,• `. 1 ' - 2 1 2 TAPCON . 17� D.C, BLOCK DRO Y 4 Saaaa FM4E ROUI� WHERETO, I 1 INti a 1 SN dICON y . ORad. IgDµRW Ca1CnER CLOCK : L /T ANCHOR a 17 o f _ .. ,, 1 . 71A'Mwm FWEntouI I , (y lllf`E�r ,n 1�'+ri NYI AMNQ / r- n' I a" ' •, S �;'i? • II CAP It 0 11�w M" • I2' CL I 2' • 2- • LAMS' m ALtEH,IMt[ 1!D LOCATION VARIES yy. � 7 1 7• . s' 06s• OONt, \.!.1 s raa �< l s+s Aa•. I N W. Alllal a `' i1 ram» ,-w � m0. 310a-HIM SSW POURER CONCRETL CONCRETE r r 4• x .+2a' : ,. I .--` 1 1_ +MP M'IFL FLW ID0 PLAIT -- _ MAN 00 2'W' WOOD FRANC I REOLORID ]tot.,'. OR 2 112' �� / Y ' Coon. a FLUFF ,• - z I ELM. 1 . r. // M.GAP s +roe 311b-M+A a COOS -to _0, W/1%CxNLn Ood m- ANGLE CAS A_(PLAN) CASE B (PLAN) CASE O (PLAN) CASE D (PLAN) SCALE 1/4'. t' SCALE t/r.t• SCALE 1/4'.1• SCALE t/4•.1- r` I souFSCT OR CALK-01 "am DAD mu p(T�, �' 1•\•\... �__.._{ ® ,7- OR O�FNCIl1c -IRE e�OT1oow OR PPAI■LIMIOF5(��s�1 (pN� PANEL .r tDMCMT[ slOCtt OR. _�' VNIICS 1 1 O B, 'V OR r.4, WOOD s10C1' Or OROMF SCNEOWE (P sM�R e, IMEMAP 1lCYOND :� 2'.4' .00D RAM S LIA.`I 4 BC rRAAc RE➢uIRED As .►.LLFAaE 10 . , I) rs AMD oaManL. COMCRCIE REauuc➢ 1 0►EIAq WIDTH) 61DCK aR r•r R0o7 rRAAR t I . N ::' • .: r m'.;q:. 1 �O' •© OR® f \ / {�1 'A WJ AICHOKF FRO%, • ' REW MI nN1® RAMLL - FO or 1 �-7 I,xl OIYd M ETO VA,EL) _ i x 0.0 DISTANCE l -- "N,INNNIHNF CASE G (PLAN) e� a},E•a A:.r!��Jr SCALE 1/4-.1- �_1 \._/ xur R.' nc �U: • �CENs ✓� VALID FOR DIRECT MOUNT INSTALLATION ONLY k • F CERTIFIED PANEL INSTALLATION At vi W/ ND. 44167 SURFACE LEVEL YARMT10NS WITNw 3/4' FLORIDA BUILDING CODE Mon NIGH Voloally NurFican* Zone CASE E (PLAN) CASE F (PLAN) s •. �� • aTooa •� 24 GAGE GALVANIZED STEEL STORES PANEL FP' SCALE 1/4-, �Nw SCALE ,J•'-t' F�AL<S �(ORID!.. 'FF GLOBAL PROTECTPRODUCTS ION , . m/»/Uu IL E C O INc. UC•AIL S;.N' _LULU. r,,,•�Y , j N00 RR. s, sow 20-775 LB6.)q-7'r4 FNl1lsbtrsxr PE 6uuwowlnXron $ A Tun •FIANI , nd A.. feltam• R 16 u (VAUD ONLY FOR PANEL 1tDINSTIWATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 A 7) MAX. A5.0. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A: 7 APPLACA6LEMAXIMUM Di 10 TAPCON LAG SCREW pmalmn PASIONAIL WOOD BU(9ANG PRESSURE RATING , LEMCn+ PLUS ri 13• Is. 71• 13' W (LOP) ,3 , ] �IV 1J 1W (BO'n70 ,] , ] _ 6 1/z __ _ e t/2• a 1/2• - s +/2 6 ,/2 nDP) t/4• i2't/2 _e I/! •) (sF*OR 5 --- Oapl _ L3Sa e temTe+1 u^u• nap) 45, S 1 ] 1 J 13'(BOfTOY) Is. 1]` OFF 1i45 ] , . 7 W (LOP 13' 1]' 1T 6` 1W (COTTON) 6 1/2- _Iy _ a 1/2• 6 t/2 _ a 1/2' -� { 1/7' -- — - 6 A / (SOFT•) >5'-0• 10 6 1/• _ .. t2 112' • ,/2- -4 1/3 Militia)10 1/2' 9 I%2' - t1' -'1- 4 ..._ (TOP). I]- IsL` 73' _ Is- --a T/ir- (B01Ta60 -- • SEE TABLE 1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B MAX. AS.D. DESIGN MPREATNG "S (P.•.r,) MAWMMI ANCHORS SPAC04G FOR CD. - AS SHOWN ON 94FXM e • 7 APPLICABLE R1�A OF THEM MU,a,L, PANEL (n.) TAPCON LAO 9q(flE PANELMATE FEW O PANELYATE PLUS WOOD WEINER: ts ,s 3 is"] • 10 s' il' " -- iY --- +s' - e. - 1W (BOTTOM) { i- 1 6 1 2 / 6 1 2 - l a l Y r a l J2 _ rrDh ._ - - 7 1/ 7 /7 _ 6 1/• e' _ 12 1/2' e• 6 if4- ---` - W7.•) ---- fmp7 -.- 5'•O` OR LESS 7 ,n a• _.- e 6 _._ (� - - - -- .45-45 TO +75 -75 BLS 1]` 1] IS` 10• Iw .-.., 4 e J 1 (BOTTOM) W OM BEY ,]' BEY i Y ._ _ _ _ 6 1/Y nap)..... 1/2• 6 1/4- 12 1/2 8 I/1• ' -- >5•-0• ro - - (6OT1•) - - 4 1 -'- 2 ]' -7 1 2; 7 I 1 -_ - - (TIP) a' 5' h i/2 a - 3W mmow u• ,r 13• u s ,/r rrap) u• u• u' /o•4W (sonar u• • SEE TABLE if FOR MAX. A6.D. DESIGN LOADS BE MAX. PANEL LENGTHS WHEN SPACER 03 15 USED, CORA6POSONG ONLY TO ALTERNATE 2W ON SHEET B T&OWL t e A.S.D, OESI011 LOAD MAXIMUM PANEL LE"m 40 PSF OR LESS 6•-B' > 40 PSF TO 50 PSF V-2• > 50 PSF TO BO Pi W-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE iD OR PANEL MATE PLUS ANCHORS k W/ SPP((((dilbst i,F 112. O.C. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.9 f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR _MNEL a) INUALLATI Np S INTO CQNCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 At 5) MASS. A.S.D. PRESSURE RATINGFDAMF (P...r) MAIK"AM ANCHORS SPACBq FOR MIN ED. PER SCHEDULE BELOW •SCH ro°p�E a �, IAASSIYUM LPCN�B•PANCIAMIT,N (IE) 144%. A5.0. DESIGNPiLM�O�Tt, I' RATING (PLOT.) MAIOMLM ANCHIDII6 6PACwo FOR MIN E-0. PER HEOLXE BELOW " • � OF TNFlI MNWW (n•) TAPCDN SOLD -SET 0 PLUQ UYIC-WYUN FXK-w TwON sow -so FEIMIL 0 �h 2AMAC-NABDI GLEN-w I0 MMM m MOM m m m m am M m m m m m m OBI RR 4 •6 OR LESS 17• IY Is. Is, Ir 13' 13• ,r Ir 13, 13, 13• , e,_e„ OR L� .45. S .65To . -63 I]• A• 1r 13, _ 13• ,r ,r 13' Ir }l• t3" 11 , 1 000) D'-6- on LOW Ir ,]• Is' IJ' 7r 1!' 1]' tl' I7• 1J• 13' 1!' 1]' Is. I]' 1 (BOTTOM) Id' ,3' 1]' __13 IJ• 1}• 13' /J' 1J' /7' I] 11 1 /1 1 --_ (BOTT011) 1]' IS' +Y ,3' O' ,]',. 17• 2 n0pj 1]• q 1]' ,T IJ' IS' 13' ti' _BEY IT tJ__ t]' It ,/] 1 (TO►) Ir II'- 13• i) .,_.q' tY 13, ,r 13' Ir Ir 13• 13• _,3• it 13• 7 (BOTTOM) 13• Ir -1] - ,Y 1]_�.. BEY tr tT or is, I] tr Ir ,t 1J2 2 ORESTOAA Ir T3' is S' 13• Ir _ Ir ,]•_ tr 3 (10P) 13• 4!• ,T t]' U -t]'_ ,7" „ 1/2 3 (POP) - 17 1/2•12 1/7 6 1/4' 6 1/4' _., 2 1/2 12 1/2 - - 6 1/4. 6 1/4- 3 (BOTTOM _13- - - 2 In 2 1/2 6 1/4- _,_r 6 1/4' 2 1/2 12 1/2 - 6 1/4' 6 ,/{ S (BOTTOM) e e 13 13" LULU..-, ! e e_ 6' 6 Be- 13• 1J• 6 I. C ■ ,Y� 6 , ... e .._ ,l B' - .- 13- IS' 6 6 IS e _LULU_ _,3• 13' e e 7 ln' - -1r 4 (TOP)- (_WTIoM) (TOP) ! (BOTmM) a 6 BLS - 1] t] _ •_ S 1n __ _- ,3 U Ir _ '_ e' !' 7]` U• is 6 -1/r s' ,J ,Y _1-1 6 1 4'' B_ 6- 6 1/2' ly'.. ,J D e ,5 lr 7 1/Y I!'_. a t e IJ 13 Is, -e ..._tr 13_ 13' s' e ,J tY 13 e - 111/2 ,1 ,/ ,1 ,n • (FOP) 4 (Wrw D(Tgp LULU 5 (BOTTOM) i rrO17 - ,3 1] a 0/4• ,] 11.1] ,3• IY 1r 6 .1/4' 7! 1r _ S ts' a t/i' t! 13, I 6.1�� HJ t3 ,]• 1] 17 6 7/4 6 (TOP) _ 6-BOTT.« 1] .6 1/4' 1! 13• S' t!' 10 1/2 1r Y ,J• r 1 1/2 5 t ,r 4 , 1 (LOP) . TO 14'-4* 13" a' ,r ,7 I]• a ,/r IS• 6 1/1 9 1/7' 6 1/7 IY S In• -6 1 >S,-B• TO 9 6• ' 13' Y 1J• p' IJ' 9 I/7 7]• 6 7/1 10 ,/z 7 Ij7 ,Y 8' i (BOTTOM) 1]• _._. t]' 13" 13• 1%r 6� 1]" �....13, tY Il• . /3' 13' _1 ,0' tY 70 r 11' Y i]' 1/2- 1 (907IO11) 1rT 13• 6 LULU) - ) r !V 1]' tr 12 1/2 a 1]• ,3' _ tr 10 13• iIs-.- 17 V Ir Is- e 1/4' e' - 7- --- 7 1/I S 1/2 ,r 4 tn' 2 (LOP) t3' B 1/2' tY 6_ t/2' 9 t/2' _ 6 1/T 1!• S In' 2 (TOP) 6 1/2 a ,n a 1/4' 3 t/2' IY ,]- 2 1/2 8'- 6• 9 1/2 9 IJ2 6 1/4' •/ 10 1/2 TO—1/2 4 I/2• 5 1/2• 7 1/2 i 1/J - ! Is, ,r 6 1/A• 6 +S 7• ) , T 6 1/2' 6 1/7_ a t/4' 1 (EDITION) ] (TOP) (BOTTOM) 4 (BOTrW) D �) 7 1Jr 7 Iir 13_ 13" 13• vn_ Ir ;r 10, ,o� tY tr -,0' io^ ,{' _ 11 r1" �i• 13r 6 1/2 2 (BOTTOM) u _ e 1%2 s (faP)_ - A A' - 12 1/2 6• _ J' IY 2 1/2 6 1N• 6 1/4' 2 1/2.12 1n - 6 ,/4' 6 ,N' ] (BOTTOM) _I S• IS' a' ,3 t]' ._ io tl' tr IO' S 1/1 4 , , 6/1 1 1/r a 1] 7 J. .e ir1' (eOETeY) 6 (roq 1]' i]' 13' /3' t3• 6 1/Y � 1r 9 1/2, ,o 1/2 7 1/2` t]'2 Is- a T/Y a I/r i] .. 10 t/2 13• _ it B t/i' Y ,Y .__3'., ,r 9 1/2' _ 7 O 1/T 7 In• - 7 1%Y -..-. 5 1/2 q• .- is' _s 0 t/Y _ 4 In' a ,/4• S (90TiW) a (TOP) 6 BOLT•') t0'-_ tY ,0 tl' 4' 1r a Y S (BD170M) 13 0• ..-- U' 17• a 1/2' 13� • I/2' 9 ,/2' 6 t/Y 13, 6 ln• a (LOP) 6 r/1' li i/r 6 1 r a t 4• --13' B 1/4' f 1/{' 4 11 4- 6 ,/r a SU SOW 11 FOR AMCNMs TPS k WA MG 100 NPA LAn1ia WHO BOW FRS KWANpa, • WOW AMC*" SPACBOE 40 MAIMLM LOOT. DRESINCE ME INORATED ON THIS SOMAS FOR E➢ LEB THAN NONATE➢ ON VCNmME PEONES ANDON VACM IT MULSPL76fi SPOOW SHOW ON SCHEDULE F M FOLLOW FACTpIC FOR VA OPSMI W 70 K PonaL N[M O SMCMO OFMED 1FNG I=" aMl .0 OF LESS nm L•MYIIM SMOG HC"TED FOR EACH mx3l R TYPE W IRS SCxFD" t/rA t/4•• IN'P tp1 1/r� t/A•P AMLI, FOR TM PUMI nM11UM OWN wom"ma (Y.) 3 E 3 a 7 t/r I Va IIEI6AMNM bps a♦) 7 I ,A' Y 7 a 1/r 3- 801rARL7iO3 - Em1 ii 1/r ) I/E• -;—In ..3 yr . ADR61R SK mum FACTOR 11/r naR - _ _ __ - __ - _LULU. - - _. __ E ,/Y Eft . ._._ - - ... tue - r ..._ �.. as _Lm +.PT)-. pK _.n .. - ,m_ Hm tm » SPACING$ ONLY YAM. FARA4 --. (9i15 USED. SEE #1 FOR MAN(. A,. DESIGN LDEDS h MAXPANEL LEN4"f)(S WHEN SPACER IS USED. @9 jrwl. mutt A AS.O. DE51014 LOAD MAXAIUY PANEL LENGTH 40 Fi OR LESS 6'-a- > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10• A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS IN/ SOLID SET ANCHORS & W/ b SPACER AT 12 I/2' O.C. .ANCHORS (SEE SECTIONS • ALTT}RgIMS ON SHEETS 13. 14. 15 010) +R-IA/13. R-24/13, R-W14. R-ie/13• R-2e/13, R-38/14. 3' wx R-LAW/13, R-2AW/15. R-3AW/f6. +R-1BW/tA R-28W/15. R-3BW/16. I� SAM'-- --7 1J2 S.S. BOLTS WO. 1• (USE FOR PANE, LENGTH I MAX 1 om 7'-6•) 1 PANEL LDNGTN RfOLMQ PANEL �Q I a +•0D FPFELREGUOfA (w/7MMAP IROMNI6 U]W7N BOLnN .. LIFE SAFETY RM PANEL � ,. I r-6• • +SOLO. -54.0 P•Rr. (W/O OSIMAP LID PANEL LDCTH VOLT) 1 6A� A USE 1'-.-MIN. EL LENGTH. PANEL _ SFLY ALL NOUSITIMOS; .S 11aT5 wry(y� - - AT EA. OVERLAP i I LULU. .-. _ __. .a r_... ♦ .. LULU. -.I - ---------- .-- -- -- AT PANEL SAM BOTTOM ECORNER9 • DIM _JK11_pQ Or O - Ww6 NOT AT EXTERIOR WINO Nltr AT -i' -MAX LEFT PANEL RIGHT PANEL ]' ('LOPE`. t Rd5TALLATOFb ONLY VNAD FOR WIND I• MIN. R-IA/13. R-2A/13, R-3A/14, R-10/13. R-n/I3, 2-39/14, ,• Mw.l SPEED UP 70 170 m.D.N. R-LAW/15. R-2AW/15, R-SAW/16.Loll R-1BW/15. R-2BW/I5. 01-30W/I S. --.ANCHORS ISLE SEC71ONS k ALTERNATIVES ON SHEETS 13, 14. 15 a16) 1/4 MAX GAP LIFE SAFETY STORM PANEL J-) ELEVATION (t) - f� SCALE 1/4•.1• -Q REGULAR 1 REGULAR STORM PANEL I/EN S , �'MMLM STORM PANEL it LULU., • MAX. OAP � , � <IC •. L-- _,.z=ar: _'-_--- \1.-.'1 ---- -`-- - ---.__ ._-,r •:ai:_ � tom- _ .. ..._ -.J i *: (�7•, UFE SAFE Y PANEL * : * FLORIDA BUILDING OODE Non High Velocity Nurrlcarm �Ff ��ORIDA,. 'r4r4Qa i10'O1NA0D Nc 24 GAGE GALVANIZED STEEL STORM PANEL am MBIOR6H sww SECTION A -A „_ ILTTE O a. PROTECTION PRODUCTS. LLC. Lem S... • tr a,.I.•N ar.. DYAC. FL 3"1. SCALE 1/4--I• / �'J Firs n+,1W- �.,dNIA+-:tl+ MOC. (04)M-T5•A F.R too."-Inr 20- 1/4-6 7APCON ANCHOR a e O.c r r, n n t2A55 11 n n u n •` A plN1YHG PouRCD CONCRETE BLOCK REOUwFD. _I n 1/4• 1 1 � I INSTALLATION INTO DETAILS POURED CONCRETE FOR LIFE SAFETY OR CONCRETE BLOCK PANEL QJl STRUCTURES 1/4`0 TA"-, __EIKTIPC POURED 1/4•0 TAPCDN 1XaTa4a POURED ANCHOR a 9' O C C BET( OR CONCRETE BLOCK ANCHOR • 0. O.0 ... GOWCRETE OR CONCRETE BLOCK REQUIRED. REOUIR(0. I 1 l i O 1 1 _SR ban • OIASS-Y ASw R Y 1 1 1 YaAIR TI Cec 1 I � 1 M 1 ITN (SEEENC ELEVA110N N 1 1! I ON SHEET 121 e G I 1 4 � L/2 t I L� EDA r I 4V ;!5T„ 1/4•0 TAPCON AMCFIOR a 9' O.C. EXISTING POURED CON001E7F OR CONCRETE BLOCK REQUIRED. AMU WALL LMT UN17IN S I1 f✓. I Lq• Sr J 1 � r 1 r LRn 1 _SEPARATION- I TO CLASS. L r f -- --Js. V•'•-Ea+• ears •A(a 1 I f1• MAX. e' PANEL IEM;M i SEE ELFVATtp}1 I ON SH[R 1 2 r ( Cl)• I r,. ' e' ED. �, • a t/r Be t " '_.'141. TAPCON ANCHOR a a• 0 C. (E%XI$TINC POURED CONCRETE OR . CONCRCIE BLOCK REQLARw NUMANEL BCE 914EE73 If AS If IN AAOHM AIM= HIVE - It"!. TP6 k SPACM FOR NfrAW100 MID nom woom AKCem wer= 1.) 3 w00 "VM @Ukbww "WARE ANCHOR sp*am AM iswuW •,�„r, a•.r w aU s,r O 9 ►1 an.r 6 M ON -_ J - - ON Gent" ARE WdTED a+ MO SoacuL FOR LR LEST tHAx .X. ON SCHEDIAE RNUCE AMIN VAOW a BY MULW04 9PACNO S40 M ON SCHEDULE MY THE FOLLOwINO FACTORY AREA own i a ./]'- 3 ,�, _ .. __ ... as wi - .-. the OPERATION Toa POSSIBLE., 012111CD SPACING 09TAIWO USERS F*MM SMALL mm at ,ION TWA LINe•JM sPA0.4 xSWAIM MR rACN ANCNIOR TNL ON THIS scwomr a• _._ _ _ am - Ec• LI)a 1/4.0 TAPCON .. OSl EPWRED ANCHOR a 91 OC OR 02 I 1 I E.Q• ; r 1CID 6 1 AAn. _,n Rini . o�iw�sslu T0ASSN. sn ' -t of o� Sao I , r3 e X i ) l• MAX. M a 1 f AN p SEE elEMT10N EL LENIAIH A ( u (t r ON aFELT 12)a I 1 11 4 I 1 � i 7 1 3 T =„EQ1am'sban4 ,N CON ANCHOR • 9. O.C. EXWFI G POURED CONCHA OR ...CONCRETE BLOCK REQUIREDWALL WOUnHOS HIINNN, •- SCALE / .A 1 I/.ti-DINT u onn • A 4 I L' MAX. PANEL L 6 ANE ELEVATION SEE ELLVAiON I ON SHER 121 1 is C•" e' E.D.• �,.% l Eo }, 3py CO; -ii NO.HggEAo•Yf. 1/4'0 TAPCON ANCHOR a 9' OC. EXISTING POURED CONCRETE OR CONCRETE KOCK REQUIRED N N L CA —Cu O� � U C C cu -0 a- .� U CDCA Cu Cu C0 0 LL- CU p >C .� p I— -0 ._ VJ Q Q Z Z w J INSTALLATION DETAILS El TY PANEL (1) INSTALLATION DETAILS FOR LIFE SAFETY PANEL Eli INSTALLATION DETAILS FOR UFE SAFETY PANEL (1-)INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES W00p �0p0 INTO WOOD STRUCTURES /rs TA/CON_ .... �P•OUREO N A A0 ON 8' _ M - ETD OR CD I . 1itVUNHEEADER i RE NI[0 11 _ i _ r ..... _ _ ANCHOR a 9' 0C _ - a�i.otX ,wollon • e 0c , 'LULU CONCRETE KOCY I t 'I K170^ IIFAOER I ,LOW NE/DER ' rppD INEAD(R - irlCn r ' N <. LOBE CON . R rAPC011 . P TAPeaN j AFOU NED REQWNED OUIRm R R[t3LMm.�� i /./ REO,NR[0� ' ' 1CWR • 6' O.C. , III .: ANCHOR a 9' O.0 1 I,; • 6. O.0 1 -- I i.'. .t 4•s TAP{'.O% o.c ,I _ 1/4Y TAPCON J 14'a 1APCON * I W FROUIRFD I 1 1 I I ! / 71 JJCD .. ,., II .' ANCHpi • Y O.C. f AICH011 • e• O.C. ter/ INK. _ _ 1 ��/ IIX4i. _I Nil' . +/r trs 'n t/•' .J� )Z.T) .J �- tI�( �%:},i.-02%.:)II�0 too E u i , 2 •: 2 I J' ! l 1 i/' j l i' , /• 1 i r ✓ 1 • I / - 1Y1! ' / -• 1NAlt, 'W14L ... / t MINK.. ----- '/: ,M/va' in 11/4• ;Y �1: •.!' I < .•ri: 1 Yin. 7 I �- MI { iL Mrs. I';1 MhL 2 M. I. min *-SEPARATION i (� 1 I -' 1 �I 1 r 1 � 1,.cu ,/.�,a,•L.r 1 fir. �: , ' — OLL4n1(GJ `I..._ LR'n•• 6 TO GLASS. .f.1 3a Tan r 6 1 I 1 tBA34 A. ,./ I �, .it 1. n d 1 I ,p1-a,• : . ,/4•F..3ar a I ,- a I a 1 sX •oLn r a a fi at do R R 111--- 6 1 x ,H•P-fa,. a.. f ,,.a.:1 A u X 1 16/i,v-Sal•r I I/• »,• 6 - 1 IDiaTM CAO 7-n 0.51R((,,■ 1 aIST't1G-N u Rai EyIISry(-W-�' r Co-l-s_ E + y d q 10 t GLA45 E r , G1ASI __.. .�• ' A4 EX61WQ`M 1 __ _ R:.. r._j... lW ,mom Ek'F'Ip�•tl I GLASS p1 �f �olR q �' i nu nr O 4 I I ■ u a 1 EX61>b4.6 .r ., . 1. Max. 6 . 1 6' (SEE ELEVATION 0 ., IAeA. f%A Y-11•. • �� �:_ S PANE LENGTH A C -_.-t ID6M_Da 7-47 6 _...__,_ -- I PANEL tMo EAaJM n f 1 I (L< C♦W-n dASS 1 ' •Afltt LfNGM A LULU .I ..___.. ' ON ELEVATION HEET /O 4 I . ry i (SEE ELEVATION n i j 7 Wx. ! , (WE (LEIMIION 0 r• _ 3 IaGM F1 "l" MAX. 9 __-_ -../ t -.- lel'-"SEPAR TIDN .'I. I(gBE,ELEET ,� 6 T ,e. _.:_-: _1__..� --. --I►ANiL Umm • _. :. i dl SrIR7 ,2) Ta _. - LULU_. ._ .. (PAWL LENGTH LEE ElEN1110N S T _.. __ - S• ON rNEEr TI) 11 1 A d PANEL LCNGIN ExIST 1 6• (SEE PANEL LENGTH r TO IXAS4. I r i f Y I(SRE CLLVA,710N E 7- , - T a I R 1 _ (SEE ELEVATIONIS 6 1 R .:..y__._ 11 :ON SHEET 12) O , I 1 ON SHEET 12) 6 •� 1 - i ON SHEET 13) p 1_- . -. _! ON SHEET 12) 1 L/a (• ( ii- 1 \ li--acr^..TIOH <�1 , E , Mh,oil ,• IRE, 1 :: _ - t`j I ro GLASS. 1 1✓ 1f•'-sE7MO , 1 SEPARATION I a t' WTI. 1 r i `y; 1 1 0 1A55 V2 i 1 TO 55 .. 6• P �S l� 11- SEPARArm" 1 IxnTTNc Pou9Ee; Ln • a STRIG Ifo(M(q D L r" t [�—�j T 4 _L lJ i L/2 a 1 6 I a• D COHCIFEYE OR , ... ® CONONEIE OR I _. n.y1 1 , • n .. {. .,. I 0n ,lr'' E0. ' 739 . _LULU. 1... i �� I L - 1 1 ,-LULU='�� cp EO -+-� ro _ i__J pt�� CONCRETE CLOCK 1 n 1/Y oc C omilteri iiac fj A' 1 OMFOHa) j 1.. t t _ I (� i • v,r! oC f : r • n t/>• x I.._ • ..�� _. -_. t r Eb. 1.•' i I 1 +--i'- !.}� �I 1 , . I - / . �� �i Ij jij th'�nc ,:1� ,/2' 4a •• 1- �1 - '✓ PIAt[ WGGD. 1 �f Y3 'I 7­ PLATE PARE"lt EMS_ . d _ 1/4•0 PAIELANTE ^•)ik _ I/4'# TAPCON I' J 4'. TAPCOII REOUIREO '�: I <•• iAPCON 2•.4' VIOQD • 7 r nc FIATS W17pD _ I' , FtA1c WIX:Q _CL ANCHOR • 17 , Y O.C. ANCHOR (9EYOM0 • . -' • STAOifawEED W/ STUD .- ., n ANCHOR 0 9* SIC. SNO O e' O.0 REOUNRD -ANCHOR • 9' O.0 „t/ ORiANR1MR C. / ) 1 ii 4'6 TAPCYW REONRED REQUIRED WALL MWNMNGS 1 /1'• PANELMATE PLUS 77AR � , ] � � ANGrgh • 12 t/2' O.C. ���/� NE SCM 15 a 11 FOR A11014 s TYrc • W*CVQ FOR SCALE 3/91 d REwww - �• .-NEOURCD • v� 06PLLAINM INTO woo FAME IAMRM MOOR SFAOMDS AND "WAS OK DISTANCE ARE RADL'M ON THE SCHEDS". FOR E9. LESS THOU NJLDN"BE WtATm 00 9DIEDUIE Mp,t[ "REM SPROM F CIO MI�LOMIO F 1 C ral ON s m I[ ra99wL y 1N•lM�� �•�i - M AEDA.= 11"Co a MAMm usNa FACTOR SMLL HOT RE vim VINLOAR ]PANELS 1�1'M.EL „ 1HHINN■RW LEs6 THAT IWNRRM SPACAa .aXAIM FOR EACH AMC1O1 FFµHHMFrNA ,vr6 ow TNr ]ADORES ALP p. 7f(�'4E WALL MOUNTINGS WALL MOUNTINGS w�J, MOUNTINGS ,�P A i!((J IN•. V4'• i LLJ AIDA 7,ec tAIT� � ...,......, ✓ 9CFLE 3/a-+' p TI( srxc ua,• sGu.E ]n-,• dr E ✓q'� "'mac 110ENSF''.P Ea..:....1/l ' VON&A.oORSIoomchi 3 3 = FLORIDA BUILDING CODE Non High VelocityNurrlooM Zonal3�, GEM ••'� FLORIDA BUILDING CODE Non High Woci Nurrkone Zono 44167 FLORIDA BUILDING CODE Non High Velocity Hurrlaone Zone a - 1M * TL' oRN° nnm' sc 24 GAGE GALVANIZED STEEL STORY PANEL TUTU amp nRao, sc. TUTU EIG�S; �r 9r a7mo +atmD..e ri. •Ra.xaw o�.w w OLI -.. -- - ri/7 - "we w :• , 44157 24 GAGE GALVANIZED STEEL STORY PANEL y„w, a, 24 GAGE OALYANIAD STEEL STOMA PANEL Q AIIRR IE1t T■IM1R 6Uq taQIOR STATE * : * ..,::. •�` 1 INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.•4•. ATE ; �� _ Z PER ELEVATION ON _T 12. • __ i, INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN _ - P w wRxN w OR -�• IL ECHO 1Mc. PROTECTION PRODUCTSr LLC. 07 w��'IN° 2. OR NEW WOOD FRAS4,zEf) AND PANEL ME CONSTRUCTION, W000 .• L PROTECTION PRODUCTS, LLC. n 04K OESION PRESSURE RA11NG5 (PURE) ANO ?ANSI. 4 p� • f(OR r IL E w O IN9 GLOBAL PROTECTION PRODUCTS. U.C. °/ yx tRal i 1D ofN m-.4N H+•NL (b.Nm-FARE rTF (a4XER-s»T 20-175 MEMBERS TO OD PRESSURE RATINGS (SOIAEHERN INNS TION,L N/ NSPECR7C � �• SATED � i�O NNO� yqo s.r. sH snRn LENGTHS AS PER ELEVATION ON SNEEf 12. ' 3 '/Y. -- %20-175 Ed /'YZ P Erg • ON yf,:+2<> DOE iL 373+. Z N. w r IRE Yw. N,.�R N HrA a•4L P. 33) r +.m ILL N.w. W •n-+o NHINIIANN ti , few P1-TIN ti: A.-,p. HOME: ")M-76-k FAR (p•)N"7A L. Aa r RaM R ORID�� vaJ • A N a CAR. FL 3»,• S 4•0o RW el 3,1g .......a..w. wF Nam w �„ tMwle „� DEN5f11' OF 0.55 OR SOIREE s, �„y `�„^ R4 4INrx. 2. FOR NEW WC0E FRAME RN PILAU No WOOD i E • O.f. 1W H1a1E. (ECLAT-7e46, rA (v6rtp6-aFa omow µIf ' ofteed µIV MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEGflC rL tol/WNMTtIRV,MTt a-mm71s i q-mm7,s f•. °"a"N0 "°. DENSITY OF 0.55 OR EOWL `•"'F •r..�- -.1WL..a w Q --. 3 ' - - MA,E71 A 11M/1 dr.. o[ n•W TMtn 14 •r to - IUIi/dn MY A 114# :.. rL own ,6 a ,a --- P r S4Y/MaMLTYRCN47[ rA-OnmMetlA i PAL waC7 ,l or 16 J a SHEET N0. SH 1.4 A INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURE EZIW/la ANCHM t1l 7 (SVE SICROk Eli ALTrAMyr4 UIW ON SHIFET is) -4, (SEE III''it TAKON Cq)(SEE NOTE 2) *MOTE 2) CoNtaim a.= !,14 REOUMM. AMC" 0 12* D.C. -SCREW 0 4' FROM PROVIDED W/ AFAR HANDLE TO FACILITATE NVALLAIION JrINTENDED. SCREW 4(64' F* "foupm TO BE INSTALLED FROM INSIDE OF STRUCTURE. 401, 1ST W -AST PANE). TO BE INSTAL, ED AT EACH OPENINC, $HAL, ALWAYS 131 '6 TAPCXPI WOOD MEADE =7- t/A. 014.1, Hex HEAD TEK WEX HEAD I& VUMW eV -1.0 T ___7 . --- _T__ ,12* :P- LAJ EDGE OF EDGE (TV (D CL. r_ Cp T PANEL fill, 1401M ED. CELL' 0) QL BF E-2 )iANC STORM PANEL SYSIELU TRACKS TOP Ar BOTTOM - I " , *.j I I/j_ NOTES 2, .5: 4 1 I T I? II 111 7111IT11' 7i V-D, OTHERWISE A STOP PADVIOLD At TOP OF SUCH MAX su Notts 2. 3. (2). ENE) PANELS SMAI I ALOPAYS At CONNECTED 70 BOTTOM ISUCX OF PAN FLAP (WSlvU.L BE old 4= -T FINE, (INTIF RIOR PANE0 (I"TERIOR PANEL) MAf • I PANEL) TER OR P iIN (FNO PANEL) SH I PANT LS IT 7.. FAA, 'L.GFII Us Pol `fRE1 40C p.1 .11 SEPARATION CL) �5; '51� to CLASS SEPARATION IS'* TO CLASS. -Cc All /El fAASR (3). IF ENO PANCI-S ARE CONNECUL) TO BOTTOM TRIAL", CONNECIPO ALtP,"LN POP A, pop 07 S IIALE. CON.C-ST Of 1/4'r 20,3/4' M.S. ill/ 1/15'10.3 32' WING ANCT OF is la OD N� OF, 1/4"0.3/4' hbn THUMBSCREW INTO YAPPED /901TOM 0 i 9 C= cc TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO �:J ScentiMs Appur-FaLS) EXTERIOR ILAT FLANGES Of END PANEL W-0, 50% 1, 9S BOWS wA/. 1. (4) IN CASE I -AT END PANELS ARF NOT CONNECTEG 10 BOTTOM 4 LENGTH J PANEL LENGTH PANEL MAX cc: 'RACK (i. A STOP W IS ONLY USILO AT T04-) AT (EAST TWO Y� PANELS S4,Uk RE CONNECTED TO BOTTOM TRACK USING SPECS IT IT 01 14- 1 4 1 !-TARAX INDICATED NOTE ha". 44. IN SUCH CASE, CONNECTION Of I I MM 14 1* min. E JJ_L'_J -J-L.L J_J_1 L L _J_J_ 2ij_JJ LL J _J1 1, L _JJ_ LL _J_J_1 I.I. J_ J I- L J_ _j_j_Ij PANELS 70 BOTTOM OCCUR AT Age PANEL LOCATION Co a___ SILPARATION C n4umescnv FIT C5 It TO CLASS ILI I Sent C3- t/4'6-20.2, OF L. A Sa NOTE I IT NRn r )W"c t INSTALLATIONS ONLY VALID FOR WIND %I NOT "ClIORS. z1olle 3 SPEED UP 170 n.P.h t Vr.IION Eli At 't RNAUVE 171W 01 S-EC-1 18) LD. 10, 2 07 P-EZIW/18 AIPCON TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1, SYSTEM C7) 1/4-0 TANCHOR SCALE'.2".6, W= 1/4-0 IAPCOI OC WIG rURED -v. PLATE V., M., GAP ANCHOR 0 12 W Dis REQUIRED 2 667-L"AL CNICALM, COKRM BLOCK J . PALL M 7_7 77= aiLWlYl A TERMAIRP SCALE 3/8 SCALE 3/8 SECTION A- Srj ON'. CAIF �\CEN4' FLORIDA BUILDING CODE Non High Velocity Hur cone Zone )l -1 L fLORIDA BUILDING CODE (Non High Velocity Hir Gone Zone)l Er'LINK Imm IN, 1P, 24 GAGE GALVANIZED STEEL STORM PANEL MOM, L LENGTH 24 GAGE GALVANIZED STEEL STORM PANEL PANE No. 44157 1 44167 1. INSTALLMICIN ARE ONLY VALID FOR kW. A_S.D DESIGN SHALL BE 2 - 6 A ovilill lrr far T1 LTECO,.. GLOW PROTECTIONwro - ­ F. �, WOW• PNM PRESSURE RATING +/- 40.0 p *1 AND 6'-0' MAN GLOUL PROTECTION PRODUCTS, LLC. 72'E' PANEL LENGTH, 570,TE CTION PRODUCTS, U.C. 2. FOR NEW WOOD FAME CONSTRUCTION: in. MEMBERS TO BE SOUTHERN PIKE No 2. fill SPECIFIC '04 Ads-110, 1. 20-175 DENSITY OF 0.55 OR EQUAL, STATE 0 N % Faxg I I rL=. 14,01 P29. i i VHW IT Or q ENGINE-EnING PRODUCT EVALUATION REPORT September 15. 2020 Application Number: 17859,1 - R2 EX Project Number 20-31543 Product MomiWixtrer All American Shulters and Glass Manufacturer Address 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description 242m Galvanized Steel Storm Panels Large ~to InVoct RosMent Scope of Evaluation: This Product Evalulation Report Is being issued In accordance with the requirements of the Florida Department of SuMmm and Professional Regulation (Florida Building Commission) Ruls Chwer 51020-3,005. F.AC,, for Statewide acceptance per Method 1(d) The product noted above has been IvOW and/or evaluated as surronaftiod heroin to show compliance with the Florida Bolding Code Severe Edition (2020) and Is. for the papa" Interided, at West equivalent to that required by the Code Re-evskrabon of Ift product sW be required following portinsint Floolds Building Code =M=Uons or revisions. Substantiating Data: If PRCkDUCT EVALUATION DOCUMENTS EX draniting 020-316436hod'24ga Galvanized Steel Storm Panels (HVHZ 9 Non-HVHZ)', sheaf prepared bV Engineering Express. signed & sealed by Frank Berinardo. P.E. Is an Integral part of this Evokolon Report . TEST 1119"ItTS Undcon stsfic structural performance has been tested In accordance With TAS 202 test standards pot test Topon(s) OBTASG.17-001 by Biwkwaoi Testing. Inc, Large nook impact resistance and cyclic loscling performance hato been tested in accordance with 7AS 201 and TAB 203 test staindeldis per test roplad(s) OBT-ASG- 17.001 W Blackwater Testing. Inc. . STRUCTLIRAL ENGINEFRIWO CAWWLATIONS Structural onginowkV calculabons have been prepared which evaluate the product based an comparative and/or rational analysis to quality the follow" design critens. 1 Maximum AlloyrobleSpons 2 Minimum Allowable Sports 3, Minimum Gtoss Separation 4. Anchor Spacing 160 SW 12'" AvINuf SUITE 106, OtfiRFULD 61ACN. FLORIDA 33447 (954) 354.0660 1 (866) 396-9999 TEA"OfwGiNsiNrExPRISS.Cam , ENGI TE RING ,,REXPRES S. Coo toENGINEERING Page 2 or 2 All Americo Shutters and Glass - 24go Galvanized Sted Storm Panels No 33% increase In allowable stross has been used in the design of this product Separation from glazing Is not required for installations outside of wind zone 4 and essential lac1I1fiHys Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), and is accounted for in the eirrignsering design of this product. VWnd Load Resistance This Product has been designed to resist Wind too& fas indicated in the *pan schodula(s) on the fespeclive Product EvakNOon Docionford 0 a arriglinvering allowing), Installation This product shall be Installed in sold compliance with its respective Product Evaluation Document (I a otitroaring drawing) along with at components noted therein. Product components shell be of the nWedaM specified in that product'a respective Product Evaluation Document (Io engineering dirawing) Limitations 9 Conditions of Use: Uso of On product shall be in sW accordance With the respective Product Evaluation Document (1.9 engineering drawing) as noted heroin AN supporting flood structursto shall be dosligried to resist all superimposod kiedis and shall be of a Traderial load I this prockleft respective anchor schedule. How structure conditions which are not accounted forin this =a Perspective anchor schedule shall be designed for on a site -specific bwA by a registered professional ongirwor Ail components ~ are potnmm"* installed shell be protected against corrosion. contamination. and Other such dernegs, at all times. This product has been designed for use within and oulaildis the High Velocity Hurricane Zoos (HVHZ). Respectfully, V, S. Frank Hermardo, PE ENGINEERING ExPREse #PFoo46549 I CETI Auth 4895 360 SW 12" AVENUE SUITE 106, DFIRFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TFAM,0ENGimatitiNcExpitess.com ENCONIGAINGEXPRESS CON 0. -P. 1 TT O: T_ NO axr F,�., wr fl. 11 VIP— Ie qq tall III W. I IT: ryI Of 3".711 r \0 0 IN TN rC_ 91 I'LL �Tl, qWW" Wtt _I� 0, CV` M, 14 1 in 711. 1021. cl, fr �LII I.- J04 NLiLW TCIT 1P -�NMY P" -6 V , %,*-"43� IL.�IIit, Z, We _YFAU 1A 1- !.• A ­7 -- ­41 rL. ?'t-M W# tie w fo i­ IfOP ­1 HLI hIY v.1,34k �Y!, �Cfj:t if nftt ,�Kktx r %con Idl.re vf-T I— .11CF: 2 -31543 _0 oPleleNk ON Ptol -:I..w ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIK ) �-IPEW TO PAINEMAN)--- TOP MOUNT (CONK-• TYPE AS FVQ'D1 WINSKU IIS FASTENED 0 OVERLAPS 0 MIDSPAN (USE APPROPRIATE SPAN TABLE) MOTTOM MOUNT L7 iI 1�,_�j I ICON N TYPE . Rf!Q'D) Nk MAYBE AT 7S! " &DOTTOM T'N TYPICAL VERTICAL MOUNT ELEVATION N T r ELEVATION rap Mcurr­ (COMTYPF-_ W" - sorrOm MOULNT (C TYPE AS RE (LOCATION "AT 11111 .,MOUNT (CORN PE PE AS REqVII VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) \.L/ N.T S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PAWt%..PAAATK)N fRUM GLASS iHVW,Wft4DZDMk4t(%IFNTiAiFACtIftfESI MAXIMUM O'W AU0WABlr 4NS7AIJAtIOPISU`%S INSTALIASIONSCAFAtER PRESSURE 0ANJ(­1 THAN HI' ABOVE GRADE IMAM iGA00V(nFLAUF (PSF) j 4v6'.. 1,16 -/AO 1300II I, Ofi..', 2.16VT • f., 130M.., 606. 7.16'. -/So I.Voll, 6.061. I/ SS TO(- b IT 6 USIn J 4)2. 6091. 7 Sill, 6159AMEllin2.77 In 70 36411 4tairl. ­_390. 270. 613. 2.99 In W'AN bILMCLIPULL NU I tb: I ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LORD 0 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SC"fDLK 6 IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESJGN LOAUCTS. 2. PANEL FASTENERS ARE STUDS USED IN CONAMICTION WITH ALL MCKINT71110 EXTRUSIONS ('r-TRACK. STUDDED ANGLE, ETC,) USE 629' D.C. PANEL FASTENER SPACING TABU VALUES FOR ALL IN"- AND' U" HEADERS INCLUDING BUILD OUT CONDITIONS) 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER AN SCHEDULE WITH POSITIVE DESIGN LOAD 70 DETERMINE MINIMUM AILLOWABLE SEPARATION FROM THE OPENING OBE PROTECTED , SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION OVWM LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES A THROUGH 3. THE GLASS SEPARATION SCH��Lfi IS REQUIRED W MINIMUM SEPARATION FROM ME PRO O=jN ; IS RED. MAXIMUM ALLOWABLE - DESIGN PRESSURES: "•I 'Q AS NOTED IN DESIGN DESIGN NOTES: SCHEDULE$ GATIVE U 1: PCs E 0 C TED NE $SYSTEMS L BE GET IN Dp FOR 9 Ir%1 PER flu M A NO "M 4 SEP IN IN AC WITH PQT A '25 If I A WR Z9 CHAPTER 11FA 16M OF THE FLO OIL" E S E LES6 THAN 'RI COD HALL UALTOTHE ITIVE OR. NEGATIVE DESIGN El OPM U A URE COACIT VALUES LISTED HEREIN FOR ANY I . 1 101 Y AS SHOWN GENERAL NOTES: I I a I. rM[6SPECR8110N"AB1,19 1110 LVal MIAtICICATED IN ACCORDANCE Unt ri;�D .0,%FLORIDAs IW COOIL OIL Ill 1142011.&IMAT"ODA,11 T.SFUU1,1_111V IMPT, YINROTOICILS.0 AND C." LjtA U %. AMEMp1 'a. CODE IN R 11 1 A. HUMIN MAY A NG. - _% FD��_M OF: I M. "IfLUVAll �I. IF .111THE hlola-t/ll PAAGR ISBN USE D 11%1111,1 17TI 1. rAIWITTE RECORD TITHE "C7 f[NGfNEER OFr.. Re TTMWHICHTMIIS P its SVIVA. W IISI.I..Ll FOP T"ItIC RITTV 0;MISIRIFORTING 6 NFACS TO THIS De" WHI04 pl ,MAUL NATE TIT PERWIT111MGICIANTRACTOR. J'BC . IF I P, 4. selAill S'OCM 5V "GENt" 9UVZD 111 DER 0 ANT to .0 c 9 M LOOKC) 1 040 III ON ENGINE 9 ALTERNATE ITS AS 1 FY MAY INFORM hTION MR A SPOOFM SIM FOR SITE CONDITIONS, DIFFERENT PROM AI THE CONDITIONS DETAILED 46ARIN A LWISISED NIRA OR UCWMREP iC'F= NppNr 91,11" %,"A�Lolt[PA*E SITE S P.1% apt USE IN ,UUN�i;o "MM T"s occurlemer DESIGN SON &BASED ON MAXIMUM ITSTED 6 Priessurt NOTED HEREIN AR File, Suites Ciiincig BY A I.VIAPIRTY FACTO tWir 08, to 6 ps, e r, , Tl=&;�ylltlIE14*"D E SMAY LL It CA%T IUM_�W CORROSION-R XT KAT!Kt4L AND E "I NEW "ON, COMPL CATIONS 1QePURES JiHALL FOR *UU 11 31INTH ALUNIN AMICIA IFNC._&ANY APPLICABLE FEDERAL. STATE, AND/OR, LOCAL CODES, , ALL STOKM PANELS SHALLOT! 14GA STIMILL MO,024"Ef 0 STORM FAVE1.5 SMALL CONFORM TO ADMM A633 STRUMLIRM.CiflAWTV IFTVVl­ IRV COATING WITH A MINIMUM p -46il K61. jIIDO ,L;UUAft UFF 'XIPUSICIPIS SMALL or, 6043IT6 AT JUM N UM ALLOY. TV KS PER ECT ALL SIS R�VGN AS .1 I& DANAMM BEYOND THAT TOM DOCUMIFNT ( OF (1) LABEL VISIT ECALC.10)8160 rolfrr.1 MIA ®r" -'Il ;MmALLOWABLE SPAN SCHEDULE MOMIEr-p . . . Him "1"11111-2 "M M . . . . . . . . . . . . . calm . . . +4M,.T�IAY�yq!ylwr Pr Mob SyyW���� :61 Is NW inMWNAION `40i1 ITat o Al Ill 10POI, .IwiInll,­­-m0 1 "'A", I MIT 1.4 ­.,o- �w. QNE 111 OR wTT- 41 ­-1-TI-­­ 111. PIAAI� L ? W ONAL INTERIOR FASTENING DETAIL IeIA0_—— FIN 1.1r . K Ift, WA -10 wt,K­ 0 'a" It Iti PQ-Cr, 1� C. ""'0" , Ij L_ I ■ I * 1 0 a = isQQQ t- 4 KIV. wa --;=I I IA1 N* Uri AL EGRESS PANEL DETAIL MINTERIOR FASTENING 7 0941 0 4" , W 0 4. 62s* D. ; .0 N Dias- T_ IV OA_ p63..111.. - TV, TYP 094 0.094" ry 0.062. L-J-J Tc_iTl� 0 El Lose" W. D. D Nr- �­CI�� ---j JE. 0.=D .1 IE 'o, � -4 2.000- 1-- 2,000' �- pag 3.35 .030" - L TYP 40 AIR -Mr 641=� 3.3W" MAXnips 0 313" 0.. 1 6", 76- G; 0 376 u.swl PANEL coveRAGr L 1196. 14575' PPAELLENGTH­- 15" OSVI ;iTT Lee nFj "'�SLL���f E'111"7!! ra AT So I,. 0,090, .J�_Ooqcr 5. Its To -,-� TYP lryp0 0 o"90" pum. tro f73 --4 - " OVERLAP 4' MAX, A CM4$AMMRFMAIL 25"MAX. .2r MAX, MAX 1% BUILD -OUT 0457ANCE • bf I "D og tp 4.V., GS 4 T__ 0. s0. DISI, 11 �11 I I 21�� T SPEED OVERLAP 3,11. MAX 25" MAX 7-'R-17 MIN lij� 4�4 4' MAX' MIN low IITTINn1hY,_. OORNIACLOUMDE.Mt EMBED fill ANCHOR SPACING SCHEDULE: 14 GAUGE PANELS. PANS. FASTENERS 6 12 S" O.C. 2.3" ODAE OVIT"Cr Iqqx DMMN ANCROR'PRlaesae ow UP To IT-0, STAN UP TO 10-3 w'TTTi CI C "PE Tyr CI ) CA CLW 12.91, 1040.8 1407119. 34,01, to.?" "" I2.511 14.01 Ll" &V, =r ULCII air 26.01, 9111 F, U.r 7r,-d I �ar 154ad 9.3m Tor" 5.3. 1 i a a is ITT, te LL" 14' Al V 12,11- is 111 @3- U.D* &3* %4,, 5.4" 12. U"I. I L,­ S... 12,51- "..- ILJIL it, I 1,h". 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UT _!Ll� 1 " .2 5 4L T,f 41 S "' , 6V12Fl - a 2w, 1 ear, U V, ANCHOR NOTES: I ANCIACIFSCHtOUILE APPLIES T006LL PRODUCTS CERTIPIEDHEREIN, OUTONLY PROVIDES MAXIMUM AUXAVALIE14 ANCHOR SPACING MAXIMUM ALLOWAINAE SPANS AND FR254UIRES INDICATED I N I!IPAN SW50ULE SHALL APPLY 2 ENTER ANCHOR SM19DU LE BASED ON PANEL FASTENER SPACING. THE EXISTING STRUCTURE MATERIAL, SLAWHORTYPE. SELECT DESIGN LOAD GREATER THAN OR EWALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SNUT"TERSPARILSIELEr-F ;CONNECTION 'TYPE "ABED ON APPROPRIATE MOUNTING COMTIC(Y (SEE MOUNTING DETAILS ON SLEETECTI I FQA ID1111FICA TICK OF GONINECI ION TYPE). I "PANEL PULSTINMERV ARE SPUDS USED IN CONJUNCTION WITH ALL MOUNTING EXMSIONS ('r-TROXXISTUDDID ANGLE. ETC) LISE6.25'OC PANEL FA%nNEASPA0NG TABLE VALUES FOR ALL AND 'U'-HEADERS NS (INCLUDING rS Biro-DOUTCONCRIO 4 ANCHORS SHALL BE 04VALLED IN ACCORDANCE WITH MONUFACTURIERS'RECOMMENCIATTONS, 5, HOLLOW LOCIN, HOST STRUCTURE SMALL CONFORM TO ASTM COO IRIOCK 15 1; 6 MVCMUM EMBEDMENT SMALL BIAS NOTE IN ANCHORSIC11FOOLE, I MoDMUM EMBEDMENT AND INOGE DISTANCE EXCLUDES STUCCO, FORM, BFUCK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE UNITED TO 10' MAN OR SMALL at VERIFIED BY OTHERS TO A Ca. tT U be AWANGPIR LGAOS TO HOST rTRUa RE e AN04ORS NOTED HEREIN SMALL BE EMBEDDED TO UNCRACKIED CONCRETE ONLY. WHERE EXISTING STR=URE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VIEFLIFY THAT FASTENERS ARE INTOADeQUATE WOOD FRAMING MEMBERS, PICT PLYWOOD, FASTInNING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSU RE PIPCBS• 10. WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SHAH BE LOCATED IN CENTER OF NOMINAL 2" X 4' (MIN STUD WoGOSTW SHALL BE WOOD PIZI'. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). D SHE MrMERN G-0,55 OR GREATER DENSITY. LAG SCREW SHALL HAVE "LLIPS PAN READ OR HEX NEW. If REMCIVASUE ANCHORS ARE DISINALT PAPHILMATZ. ALL-POVM SOLID -SET A 5056 BUSHING 12 MACHINE SCREWS IIIHALL HAVE Itl' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD T) 13. fETTRI1SS HEAD, DR WAFER HEAD (SIDEWALK MINIMUM EMBEDMENT AND EDGE NICE EXCLUDES 37UCC3 OkOTHER WALL UMSHES' 141. DESIGNATES ANCHOR CONCKTICINIS WHICH ARE N07 ACCEPTABLE USES DIRECT MOUNTING CONDITIONS U5 UNEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET dif -00 > CD 2 0 2 Clio 0 -X3 _1Z CO .2 0 L_ L_ 2 CL _C) q 0 Cu a cc> 0 cc U- %+- 0 CU > Cn E 2 CL CU -0 "02 C Cn < Z Z W J CIO .4., (D AMMO Cn CU > 0 0 CCD /) CIO M LU Z Z SHEET NO. SH 1e5