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HomeMy WebLinkAbout38100 Fallstone WayABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV orAbv. Above FLR or Fir. Floor RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir 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 FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R,O. Rough Opening BLW or BLW, Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm, Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp, Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG, Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S,P.F. Spruce Pine Fir CMU Concrete Masonry Unit HIS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ 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 Cemenfitious 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 UNO 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 I Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pd. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. 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 Finish 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 PER C.M ON 1-1 Omni INS I L Mom UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A 8 - UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" ImENN/%R 8-UNIT TH (1532111111111111111111111111111 1516111111111111111111 1624) DEC 0 9 2022 Yview Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 21nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A- 1532 ELECTRICAL PLAN 14 UNIT -B- 1516 ELECTRICAL PLAN 15 UNIT -C-1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 -_-- DETAILS - -- S5 --- DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 I FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. iC81VEC -DEC 29 2022 1 . L0�. 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 8 a ,d � 0 � Zoo M A)N C, LL Q = u_ Lu IR J LLLL 1 uJ Z (6 C 6 @�_ o � f 6 N � O Win24'O' m `YSw Q J m Z Z IL IL * N U O W 130 z N M o Z ro QNQ z O Q J — — N � z v� 0 CD(a�' 0 �1 T 7 W � U ! g OW N � V) Cn � U W _ s aim t 8 mi..., z _ 6 � U In a . p CID w m Z o Z ccT Q E E OY wo g ¢ O �z ,� 4 0 Z oa ~ <0W� oa 0O °Z N wo <o aw - C Z �x m� >Z ZU.) Co J 3 �� �w �m Z= go W oe 0 aZ G7 �Z wQ F �O Ililiilliiilil O z'< aF or rn N <_6 cfl E L Q N r co 00 � � 0 6 N � CM m Co CD CD 00 r— � CN ` V Q U-)_ Q CV r U-) OO CO r M M r T o E z CDz E 10 N Ca U Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. -, 1/8" SAWCUT x 114 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN WI:5 C0 ci CONTROL JOINT DETAIL SCALE: 1 112"=V-0" -#5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W,W.F. A- e V d O 4. (4) #5 ° ` e e REBARS CONT. 4" I 2'-0" 14" CMU BEARING WALL FOOTING SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLAT SECTION A -A A O T 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT ° ° { I °d ° \r. FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" CONCRETE SLAB PER PLAN 0 Cl? rw 0 N If SYMETRICAL 18'-4" 18'-0" 18'-0" 18141 13'-4" T-8" T-8" 13'-4" '-0" T-8" 1 T-4" '-0" '-0" 13'-4" T-8" VERIFY VERIFY 40 VERIFY VERIFY lo LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 3'-0" x T-0" x V-0" L PAD PAD L PAD 3' " x V-0" 1'-0" SPAD w/ (4) #5 E.W. S3 S3 4)�gE. . 2'-0" x Z-0" x V-0" HOSE HOSE Z-0" x 2'-0" x 1 A' Z-0" x 2'-0" x V-0" HOSE Z-0" x 2 4' x 1'•0" Z-0" x 2'-0" x V-0" y HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. % A6 CONDENSATE—� CONDENSATE —LW F--CONDENSATE — —� — — — — — — CONDENSATES F o LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I I 4" ELEV. FIN. LINE I 1 1 to A S3 w o CONC. SLAB 2 I I u, o CONC. SLAB 2 I I w o CONC. SLAB 2 I 0 I W CONC. SLAB o I i 1'-4" 6'-8" T-10" 3'-10" 2'-8" '-8" 3'-10" T-10" 6`-8" L.1.0 -8" 3'-10" 3'-1O" 6'-8" ,-0" '-0" 6'-8" S-10" T-10" 2'$" 40 41 / / / / I -4" 4" 4" -4" E Ell PROVIDE 1 Y_RECESS FOR I PROVIDE 1 Y"RECESS FOR t 1 I PROVIDE 1fZRECESS FOR PROVIDE 0/2" RECESS FOR — — SLIDING GLASS DOOR, REFER TO MASON'S SCOPE FOR WIDTH PROVIDE L I — — I I — — — S DING GASS DOOR. REAR ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH — — F I I —� — — — — SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH — I I SLIDING GLASS DOOR. REFER T — MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I (— ICE MAKE CE MAKER E MA ER ICE MAKER Dg L oo I I — ( I — ( I _ 5 ® I M Di I I I D1 I M S3 S3 1 53 I I S3 N `O I I f II`I l^ ! r 3Yz" MIN. 3000 RSI CONC. SLAB FOR II� 1 I q 1 �II Cot NTY ONLY, 3Y2" MIN. H25 0 PSI©ON S AB OVER 6 MIL VISQUEEN APOR BARRIER ® I I 11 I I I J I DBL. SINK w/ C.J, _DROSAL I IIII 00 I I — III DBL. SINK w/ � DISPOSAL _ _ _ , C,J, — _ I I I I III DBL, SINK I � _DISPOSA _ — — I I I I L. SINKwl — — _ _ SPOSAL_ I III 1 I I zo _ _ _ Go TYP, @ 2-STORYU,N.0, �> II I I I III J r� III JII I I ( IIL_ f l �� III JI JII I 1 I 1 1 I III I I �� III JL_ JII I I �� I I I I I I I III J r> III JII I 1 �J — TJL J II _ L_:t —� C �_ —JLTz 1 C _ C I C — —J C — C 12'-5" 5'-1 V 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 1 ® I I PW01 I I W01 I I W01 I I W01 I 1 D1 D1 D1 I I D1 U I ( d 1 d d M I � I 1 FbI I I I I 14'-6' 1 3'-10f' I T-10" I 4'-2" 1 I 13'-10" 14'-2" I I 14'-2" I T-10" I 1 OP I zn M M I o I I I i 11LO I I i I I I I 0' 0" EL '- I i I I I I 0'- "ELEV. I I I-LO 0'-0" ELEV. 0'-0" ELEV. I I ® I FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB I I I C.J. I f _ t 1 I - - — �— - - °° �- -)—� - I I _ I C.J. - - - 60 —I — {— - - C.J. `° 7. S3 I S3 3 53 ® I @ FOUNDATION 1 1 I I I I I @ FOUNDATION i I I I I ( @IFOUNDATION 1 ( @ FOUNDATION I I I I 1 0 1 '4' I I 2 0" 0„ I 16'-0 2' 0" I I 16'-01, 16'-0" = I I 2' O. aco -� O _ lr r--_1I I r -11Ir--7 L J U J I L J I L J 1 1 I I �I I I co ELEV. APPROX. 1-1/2" I BELOW F.F. 1LO C,/,f I / I ELEV. CAN BE NO MORE THAN 1.1/2" BELOW TOP OF 1 EGRESS DOOR THRESHOLDI �l FIELD VERIFY Kco I III ti W,H. / H.,/I iv K j I c� K K III 1 N H i ;n PROVIDE 1/2' RECESS S3 FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH I �_ _` e� J 2'-i 2' 10" I I J S3 PROVIDE 112" RECESS FOR v FRONT DOOR. REFER TO 2 S3 PROVIDE 10 RECESS FOR I FRONT DOOR. REFER TO I I PROVIDE 1/2"RECESS FOR S3 io (—FRONT DOOR. REFER TO I t_ ��_ 2'-1 I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 M SONS SCOPE FOR WIDTH ®S0N'S SCOPE FOR W®TH I FM24 ■ ® ® ® IgBI ® I ® ® -0" 4'-0"[1'-0" 0" I I I I 0" _�" '-0" 1_8" 1ELEV. APPROX. I 1 I I 1 I I I 11-112" BELOW F.F. I I o -1 o 1 1 1 1 o o? I oo I Q I I I o I 1 ELEV. CAN BE NO I d ELEV. APPROX. i I I I I I o io t° -4" ELEV. FIN, CONC. SLAB I I 1 W01 -4" ELEV. FIN.I LO C° MORE THAN 1 112 CONC. SLAB I BELOW TOP OF I EGRESS DOOR 4' ELEV. FIN. 1 1l2 BELOW F.F, CONC. SLAB ELEV. CAN 'BE NO ® MORE THAN 1-1/2" I I -4" ELEV. FIN. CONC. SLAB I PW01 ® zo W01 - — — — ■ ( C.J. _ D1 U I THRESHOLD, FIELD C.J, ■ _ = IVERIFY C.J. T ( BELOW TOP OF 1 EGRESS DOOR 1 1 D1 I 1 ( ELEV. APPROX, I C•J• d D1 U _ _ ■ �- _ _ I r _ I THRESHOLD. FIELD ��, _ _ 1 112" BELOW FF. I r _ 0 1'-4' S'-8" 1 r 4 o I 1CS N I N I I I o VERIFY n I I ELEV. CAN BE NO `� I � I 3' 0" x ' " V-0^ 30x `" c—'n 1 I .l, 1 1 ,�, I MORE THAN 1 112" I I w/ (4) #5 E.W. N L o I I o I I I I o o I I ( BELOW TOP OF I I I I p S3 S3 ( r ® ® I EGRESS DOORLO 55 I I i 55 I I I 55 I I I I THRESHOLD. FIELD ( 55 ( I D1 I I D1 I I D1 VERIFY D1 ( 1 10 I I o I I I I M I I I I I I I I o A co I s3 I I I � o I o iO "SEE S-3 FOR S3 T I S3 I I S3 I ■ ■ I "SEES 3 FOR S3 L RECESS OPT." �v. J L — — — L — J I L_ RECESS OPT. — — _J L_ N — — 4 S3 N N ® ® HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE 2 #5 VERTICALS O (2) #5 VERTICALS BIB W/IN FILLED CELL W/IN FILLED CELL BIB WIN FILLED CELL BIBB BIBB W/IN FILLED CELL 8'-0" V-8" V-6" 8'-0" 1'-101, 2'-0" 8'-0" V-8" V-8" 8'-0" 1'-8" 11'4' 11'41 64" 1 V-8" 6-8" 6-8" 0 1 V-4" 100 7'-0" 22'-8" 18'-0" 24'-8" 10 72'-4" FOUNDi SCALE: Aa"=V-0" —INDICATES FILLED CELL WI3000 PSI CONC. GROUT FROM FTR, TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/25" EXT. ABOVE SLAB. GRADE 40 STEEL MON PLAN N ac N o > W Cz Lj f-7 Q n O LU C3 -a at y = o i Q .ate.. > C, ,s 0--ifvEr DEC 2 gL, 2022 111.11JjL►l/��� , � �h epowv E Z : 17 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. cn Q co rn (� O Cco 0� rfy ,I)m � � "L a of M # lL ej V Q M -a W LLLL � a W Z a ° SRO Q m FJ ILLLWin�pjO' Z , Cl) z ¢ 1 Z N OU OEM W Il ❑ V M z N M o z � N Q � � N M N z C9 0 — 0 Lu Ln �y N Ln U d ♦—• J E & eI _ U o N ° "D Y O W M Ch z � Z � u- E E z z o Z14 W C13 X U a W j 2 < N <o o wZ m c - U -S m0 0 Z z z -' <� Q W 2Z V) go sona rz � � �o � W �E c> C �z J O wa >_ za a o o r CD cc c6 � E co 3:N _ W_ c CD _O N M � C: .2 CD 00 CD N � o0 0 :3 0 C6 - CO N r CV r L0 00 TT M T_ E M r O o z Z .I ECn a E U ,° Q tj � JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =1'-0" BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 1 U-8 3/4" TOTAL RUN=14'-2" \ 3/4" PLYWOOD \\ DECKING - \\ F. FL. F. FL. 13 12 2x 11 42" KNEE WALL WITH 1X8 CAP & CASING (AT 2nd FLOOR ONLY) 5 4 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 184X714 S.H. 1142 27 1/4 X 26 26 X 25 4 S.H. 1143 271/4 X 3811 26 x 371 S.H. 1H4 27JX50J 26x50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 4 X 26 36 4 X 25 112 S.H. 23 37 J X 38 J 36 J X 37 314 S.H. 24 37JX50J 364X50 S.H. 25 37 4 X 63 36 J X 62 112 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. n n n r - i \ \ uJ U z - CONT. HAND RAIL 1 U F. FL. 14' 2" L - 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" =1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.OE 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 1 112" MIN. CLEARANCE 1 114" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL 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 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1ST FLOOR PLAN UNIT -A 1532 SCALE: X"=V-0" 1 dn(' RF\/ to 1 gn (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE (- T STUDS WILL BE DOU LE @ 12" O.C.* THIS IS ONLY USED FINISH ** WALL SHEATHING 1 REFER TO SHEATHIN 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) BLE STUDS @ 16 O.C. OR SING STUDS r o -•r WITH PLASTER OR STUCCO EXTERIOR 3'4" 12'-0" 0 & 3'-0" 5/32" EXPOSURE 1 OR EQUIVALENT. G SCHEDULE FOR ATTACHMENTS** 1'4- l'-8" 3'-10" 0 5'-0" 3'-10" 2'-8" MOD 25 SH MOD 25 SH (39"x59") (39"x59"} - EGRESSI EGRESS 0 00 OWNER'S 55 = BEDROOM D1 8'-0" FLAT CLG. TYP. U.N.O. I CARPET CN o o eo 17'-8" to 64" U 4'-4" L. 7'-0" I M.C. - R&S O0. BAT I 22"x36" o __-_______� 8'-0" FLKI CLG. ATTIC �q� CARP T ACCESS IIV V IC I N ;;t N co N \\ 8/J FLAT CLG co N N I c`tv / �CARPET PW01 0) I \/ I I D1 L -V- J Q� O N ro 2868 5 Sr- 6 0° - I = 7 co - E O 00 8 Co - TA. � N AHU 60"x 9 I 00 OWE P I 10 Zo - 0 R/A I 1 11 LO 5' 11y' 4'-4" 7 T4, I 3,_8„ - ; LOFT '' 13 0 T LO `�' 8'-0" FLAT CLG. 14 LO 00 CARPET 15 o0 jC\1 I 16 I 80 17 rn I UP 18 7' A.F.F. u 1/2 WALL CAPPED it CV (-A= 5' 4 1'-10" 9'-6" N r o V �^ T CO 2668 °° BAT CV O 8'-0" FLAT CLG CARPET -W M.C. 9 r I VVIC 8'-0" FLAT CLG. CV I CARPET 2668 iT mod I N o o tr I in IrC° BEDROOM 2 R&S 8'-0" FLAT CLG. l CARPET - M _ G.T. - G.T. LO MOD 25 SH (39"x59") i I I EGRESS 3'-8" 3'-10" 4'-0" 7 4' In o o? 7-0" 11'-4"011 CD 10 18'-4" -----� 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" K) +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 +28..3 / -37.0 +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 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, I inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY BOND BEAM HGT. AT 10'-8" •. . u....u................r , • . • 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 1 ST 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. := > w o= cm o a� 4 LU amx N y p iC d_m N i�- � : E w s r a^ •••*pa•S' L WeSSIQ�� F" 11111 tlrtlll\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Q U 0 Ia o 0 2%.5 Lo co a N H U N Go Z LL a 61 M d J J U U- a Z ��O' ° U) woo �' !u N OM S W in�a'o' m w Z � N Z LL <( J Z N O U U W 171 El z N o � o 7` N wins z o � U) 0 J - a N M V) /z/nn a,llV O +--1 u� LJ! o U _ '0 LL, v S ! G N (6 r- o u W J �- - E NNW_ 2 8 r to o �w M z 2 Z o u w� >� 14 a E oo o Z® E: U �� oa ca O U O �- XU 0U Z �¢oZ �� az Wz CV wo K� 4p m0 rp z Z oZ Vi = Y Z .° �z a Z � go W a �� NZ JCID 10. o w �o q r 03 c L rn cNfl >, r (0 c6 cc LO O o � 0 U)CM �- Fn Cc O oa � O = N o N 11-- •� O00 0O Q0 co dam" O Q N N T- � r � OO oo r T E c M r Z M oN ZE 0 m `° E q ui c d rj J Q p J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 3 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" K) +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 +28..3 / -37.0 +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 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, I inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY BOND BEAM HGT. AT 10'-8" •. . u....u................r , • . • 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 1 ST 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. := > w o= cm o a� 4 LU amx N y p iC d_m N i�- � : E w s r a^ •••*pa•S' L WeSSIQ�� F" 11111 tlrtlll\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Q U 0 Ia o 0 2%.5 Lo co a N H U N Go Z LL a 61 M d J J U U- a Z ��O' ° U) woo �' !u N OM S W in�a'o' m w Z � N Z LL <( J Z N O U U W 171 El z N o � o 7` N wins z o � U) 0 J - a N M V) /z/nn a,llV O +--1 u� LJ! o U _ '0 LL, v S ! G N (6 r- o u W J �- - E NNW_ 2 8 r to o �w M z 2 Z o u w� >� 14 a E oo o Z® E: U �� oa ca O U O �- XU 0U Z �¢oZ �� az Wz CV wo K� 4p m0 rp z Z oZ Vi = Y Z .° �z a Z � go W a �� NZ JCID 10. o w �o q r 03 c L rn cNfl >, r (0 c6 cc LO O o � 0 U)CM �- Fn Cc O oa � O = N o N 11-- •� O00 0O Q0 co dam" O Q N N T- � r � OO oo r T E c M r Z M oN ZE 0 m `° E q ui c d rj J Q p J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 3 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, I inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY BOND BEAM HGT. AT 10'-8" •. . u....u................r , • . • 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 1 ST 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. := > w o= cm o a� 4 LU amx N y p iC d_m N i�- � : E w s r a^ •••*pa•S' L WeSSIQ�� F" 11111 tlrtlll\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Q U 0 Ia o 0 2%.5 Lo co a N H U N Go Z LL a 61 M d J J U U- a Z ��O' ° U) woo �' !u N OM S W in�a'o' m w Z � N Z LL <( J Z N O U U W 171 El z N o � o 7` N wins z o � U) 0 J - a N M V) /z/nn a,llV O +--1 u� LJ! o U _ '0 LL, v S ! G N (6 r- o u W J �- - E NNW_ 2 8 r to o �w M z 2 Z o u w� >� 14 a E oo o Z® E: U �� oa ca O U O �- XU 0U Z �¢oZ �� az Wz CV wo K� 4p m0 rp z Z oZ Vi = Y Z .° �z a Z � go W a �� NZ JCID 10. o w �o q r 03 c L rn cNfl >, r (0 c6 cc LO O o � 0 U)CM �- Fn Cc O oa � O = N o N 11-- •� O00 0O Q0 co dam" O Q N N T- � r � OO oo r T E c M r Z M oN ZE 0 m `° E q ui c d rj J Q p J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 3 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. := > w o= cm o a� 4 LU amx N y p iC d_m N i�- � : E w s r a^ •••*pa•S' L WeSSIQ�� F" 11111 tlrtlll\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Q U 0 Ia o 0 2%.5 Lo co a N H U N Go Z LL a 61 M d J J U U- a Z ��O' ° U) woo �' !u N OM S W in�a'o' m w Z � N Z LL <( J Z N O U U W 171 El z N o � o 7` N wins z o � U) 0 J - a N M V) /z/nn a,llV O +--1 u� LJ! o U _ '0 LL, v S ! G N (6 r- o u W J �- - E NNW_ 2 8 r to o �w M z 2 Z o u w� >� 14 a E oo o Z® E: U �� oa ca O U O �- XU 0U Z �¢oZ �� az Wz CV wo K� 4p m0 rp z Z oZ Vi = Y Z .° �z a Z � go W a �� NZ JCID 10. o w �o q r 03 c L rn cNfl >, r (0 c6 cc LO O o � 0 U)CM �- Fn Cc O oa � O = N o N 11-- •� O00 0O Q0 co dam" O Q N N T- � r � OO oo r T E c M r Z M oN ZE 0 m `° E q ui c d rj J Q p J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 3 GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. := > w o= cm o a� 4 LU amx N y p iC d_m N i�- � : E w s r a^ •••*pa•S' L WeSSIQ�� F" 11111 tlrtlll\\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Q U 0 Ia o 0 2%.5 Lo co a N H U N Go Z LL a 61 M d J J U U- a Z ��O' ° U) woo �' !u N OM S W in�a'o' m w Z � N Z LL <( J Z N O U U W 171 El z N o � o 7` N wins z o � U) 0 J - a N M V) /z/nn a,llV O +--1 u� LJ! o U _ '0 LL, v S ! G N (6 r- o u W J �- - E NNW_ 2 8 r to o �w M z 2 Z o u w� >� 14 a E oo o Z® E: U �� oa ca O U O �- XU 0U Z �¢oZ �� az Wz CV wo K� 4p m0 rp z Z oZ Vi = Y Z .° �z a Z � go W a �� NZ JCID 10. o w �o q r 03 c L rn cNfl >, r (0 c6 cc LO O o � 0 U)CM �- Fn Cc O oa � O = N o N 11-- •� O00 0O Q0 co dam" O Q N N T- � r � OO oo r T E c M r Z M oN ZE 0 m `° E q ui c d rj J Q p J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 3 to (2) 2x8 w/ 1/2" FLITCH HEADER - SLOPE CEILING TO MATCH STAIR RISE F. FL. OWNER'S BATHROOM SCALE: 318" =V-0" 0 80 BATHROOM 2 SCALE: 3/8" = 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) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 J 18 J X 37 J S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 7' X 62 � S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 # S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 JJ X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 Jq X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 JX 72 36 JX 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 g S.H. 33 54 X 38 a 52 4 X 37 J S.H. 34 54 X 50 s 52 4 X 50 S.H. 35 54 X 63 52 J X 62 1 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" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" CASING (AT 2nd TOTAL RUN=14'-2" FLOOR ONLY) i� (' 3/4" PLYWOOD i� I DECKING i i i i i i i --f---------------- � 1 i � 1 � 167 i 15 i� 14 i� 13 CONT. 12 HAND RAIL 11 10 5 8 2x STRINGERS F. FL. LJ1 - '2xx4- #2 SYP. P,T. THRUST 14'-2 BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o,c. AND 3" FROM EA. END. TYP. STAIR S SCALE: 1/4 1'-0" ECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. DRYWALL 1 1/2" MIN, CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED F� 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 then 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the Intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handraits: 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 ram sloe shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be P P, e I Y 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: Endosed 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 12-inch gypsum boa 1. 9. D1 TYP. 18'-4" VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 9'-4" CLG. A.F.F. CONCRETE 9) 6068 5-SH I I REF 2468 BF 3'-2" I o O I 3 OBb1z z KITCHEN 9'-4" FLAT CLG. TILE SINKw/ DISPOSAL DM I----� aol I I I ( L-_-J iO L-16" CNTR. AT 42" 1/2 WALL A.F.F. CAPPED 11,1 UPS00 ; a N GREAT ROOM 9'4' FLAT CLG. CARPET GG S3 DINING 9'4' FLAT CLG. TILE FLRG. LINE v 60 14f)r. RFV in 1 gn r'.AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN STUDS WILL BE DOUBLE STUDS @ 1 @ 12" O.C.* THIS IS ONLY USED WITH PLASTER FINISH ** WALL SHEATHING 15132" EXPOSU REFER TO SHEATHING SCHEDULE R 00 CD W01 D1 TYP. 80 rn co 2x6 WALL 0 4'-4" 2'-8" 6'-8" 0 2 *NO UPLIFT* _ - _ In 0o - Q co S4 CD co w J 00 00 H1 - FLRG. LINE - TILE CV I � I co CD V U- Ih 06 al N FOYER 2868 .1 9'-4" FLAT CLG.2 o0 v �D 00 TILE oo EDGE OF SLAB 2" - d �D W.H. `y BEYOND WALL ` 9'-4" �' T.O.M. O 7'-0" 2'-6" BUILDER TO 3068 PROVIDE APPLIANCE PROTECTION -0" -0" V-8" WHEN REQUIRED PER 4'-8" 2'-0" FBC 10 ENTRY `� 1-CAR GARAGE 9'-4" CLG. A.F.F. 9'-4" FLAT CLG. CONCRETE CONCRETE b H a> _ - CS o N -� O 9 60 -- 0, O 50 rn t - - - - - - - ---------1 M in in00 r I I g= I I �� LINE F 2nd STRY. ABV. I - ~ T - - -i I * NOTE** 1 BLK. WALLS ARE 8%8" I (j as o TALL FOR"A" UNIT 5'-8" I F °O CD FRO FRONT OF o _ C I ARAGE I _1 K - ARA S4 I HB d ' CV 8'x7' ARAGE DOOR STONE 1'-8" 8'-0" V-8" VENEER 11'-4" 7,_0" 8'-8" 18'-8" T.O.M. T.O.M, 1F-4" 1ST FLOOR PLAN - UNIT-B 1516 SCALE:)/4'=1'-0" F_ THE 4'-0" END ZONE, THE I "-' 6" O.C. OR SINGLE STUDS 3'-0" 12'-0" 3'-4" 01 OR STUCCO EXTERIOR RE 1 OR EQUIVALENT. I 2'-8" 3'-10" 5'-0" 3'-10" 3'-0" fOR ATTACHMENTS** I O MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) I.I. EGRESS EGRESS fb OWNER'S BEDROOM 8'-0" FLAT CLG. , CARPET CV co cQ tD 1 T-8" ED 7'-0" 4'4' 64" R&S - M.C. r------ PW01 ( 22"x36" 0 .13ATH O D1 I �'+�-- __ ATTIC 8' -0" LAT CLG. W I LJ \ ACCESS C RPET TYP. ml ' U) '4FLAT C��. � coo NNCARPETI I 1/ rn L _V_ J I L- - - - - - - - - - R&S 14 5 2 2868 O PW01 6 D1 _ E0 co 7 TYP. 00 `o � 8 00 `r 7' iD �t to fD � 9 :AH�JN " 36" �r 10 S OWER P to 11 I I R/A 3'-4" 4'-4" '-1 1 13 I I DWI 14 1 I w w I 10 jII o-" bTN1-cb 15 Q " � o FY I eo `° o16 o UQ LOFT 8'-0' FLAT. N T18 UP CARPET LJ TO 7'A.F. 1/2 WALL CAPPED V-10" " o (D , zl� (D 266T - �6�8 TH G. O '-0" LATCLG. \� C RPET M.C. WIC CV rL��� 8'-0" FLAT CLG. O CARPET ( _ z Ica I IY BEDROOM 2 8'-0" FLAT CLG. R&S CARPET G.T. cnl<r r - 9 i:r7 in ®MOD 25 SH -- (39"x59") Ilk EGRESS 3'-10" 3'-10" 3'-8" 01 7'-4" 4'-0" 00 "''00 11'4' e 7-0" 18'-4" 2nd FLOOR PLAN - UNIT-13 1516 SCALE: Y4'=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 ( +29.7 / -39.7 Q +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 0 O&SEESN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c� � ow C3 $� C cur V cMv C= cc cc m: E R_. a rx,•- a C E �Q a v'. Lo , `. ,,,?�i1i1111f6pf�P `,. ,k ?$? D ► Y 4YJ' .74 " •' Olt 4 •..•••.•• •� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residehtial 7th Edition, Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E mm Loa o rot 8 N U _ 0ocoo a� fit co V 4 = -, � w 0 __J a 13 w Z rmG =o 5 o W 3 ronm o ILW� I o. m uj Z0 IL 3 N Z Q Nco Z o6Uu) o W 110 o g Z :S soft N z o � U) J - r_ M Q) CD a U W �FE c Jco OWo N w U c r - E ago Lu g U o � ¢ o o w CID z Z Z o 55-- wo E E Ui Z ® ® w" c o 0o Z X U a� o� O az Ww N M z o ZY zz N gm aw zm Zz c?<o go W a < yw ?r Kg =F �-z =� i� Jz 9r o < < }'o CD w a cr zla o 3 c •D T N (T r c6 E � N T Lam( c O O M O m U- CD 00 N N Lo co Q iN r �l 00 co 00 r r m w M s- o W _ N z c E O ai c @cc v c d U 0 Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 4 2nd FLOOR PLAN - UNIT-13 1516 SCALE: Y4'=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 ( +29.7 / -39.7 Q +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 0 O&SEESN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c� � ow C3 $� C cur V cMv C= cc cc m: E R_. a rx,•- a C E �Q a v'. Lo , `. ,,,?�i1i1111f6pf�P `,. ,k ?$? D ► Y 4YJ' .74 " •' Olt 4 •..•••.•• •� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residehtial 7th Edition, Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E mm Loa o rot 8 N U _ 0ocoo a� fit co V 4 = -, � w 0 __J a 13 w Z rmG =o 5 o W 3 ronm o ILW� I o. m uj Z0 IL 3 N Z Q Nco Z o6Uu) o W 110 o g Z :S soft N z o � U) J - r_ M Q) CD a U W �FE c Jco OWo N w U c r - E ago Lu g U o � ¢ o o w CID z Z Z o 55-- wo E E Ui Z ® ® w" c o 0o Z X U a� o� O az Ww N M z o ZY zz N gm aw zm Zz c?<o go W a < yw ?r Kg =F �-z =� i� Jz 9r o < < }'o CD w a cr zla o 3 c •D T N (T r c6 E � N T Lam( c O O M O m U- CD 00 N N Lo co Q iN r �l 00 co 00 r r m w M s- o W _ N z c E O ai c @cc v c d U 0 Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 4 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. c� � ow C3 $� C cur V cMv C= cc cc m: E R_. a rx,•- a C E �Q a v'. Lo , `. ,,,?�i1i1111f6pf�P `,. ,k ?$? D ► Y 4YJ' .74 " •' Olt 4 •..•••.•• •� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residehtial 7th Edition, Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d E mm Loa o rot 8 N U _ 0ocoo a� fit co V 4 = -, � w 0 __J a 13 w Z rmG =o 5 o W 3 ronm o ILW� I o. m uj Z0 IL 3 N Z Q Nco Z o6Uu) o W 110 o g Z :S soft N z o � U) J - r_ M Q) CD a U W �FE c Jco OWo N w U c r - E ago Lu g U o � ¢ o o w CID z Z Z o 55-- wo E E Ui Z ® ® w" c o 0o Z X U a� o� O az Ww N M z o ZY zz N gm aw zm Zz c?<o go W a < yw ?r Kg =F �-z =� i� Jz 9r o < < }'o CD w a cr zla o 3 c •D T N (T r c6 E � N T Lam( c O O M O m U- CD 00 N N Lo co Q iN r �l 00 co 00 r r m w M s- o W _ N z c E O ai c @cc v c d U 0 Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 4 �•��Illl�li :. �..�: �y:1..���wu.0 a�W,,�/.kl.11 YI�IVI.ur�1.9ls..Wl 415,:!.11Ltt,..=._ral..ldl:d.Ik:M1�EY11e3111,��WII:IL.II11YuLLIYWIIfIAiAY151.Alllldil I3�,•��.Li._� .. ..,.. �.11 :1s1W.11 J.Y:L �YJOIIWYI��NWilWdIYtl01 :YW1�+lYU.11 1�16Yi .I WIY YW I�IdU1�YY k11dIY 1Y 1111 I, M d1Y1 11191 6 1 HII iI II�lAl.61W 111 I,L'll�l I 1 .. I �Yd.1i. =1. :diWIEIY,tII11�Y_�L, w„l�.L.:l.11 �:61 WW�YYYWYIAYWI i•1 �: 9u-.��WIIW L, .Y LL.,�IIYlluv■IUIWIW®IIIII.�i,W1Y1Yw ur�illilYiwWYYI � tAal�lllYldllY�uC:�tW;lIII��IYI! 1 Y .��.1 IIL,..:� �I.I I tL 1 u.. Y I_ ,_.E W u�L 0 i\ OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR \\ TOWEL BAR O IS7 0 00 N ih o M _ o I ill 11 1, b 5 STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" 3/4" PLYWOOD DECKING F. FL. BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) --------\---- \ 13 �\ 12 \\� 11 10 9 8 6 O2x STRINGERS FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H, 13 20X38J 184X371 S.H. 14 20X50$ 184X50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20X72 184X71 J S.H. 11­12 271/4X26 26X25' S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 a X 50 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. iH6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 4 X 37 Jq S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. \ CONT. HAND RAIL F. FL. U'J_� I S O L O =a TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE HZ (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2,0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4• See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS LJ F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 31/2" TAPCONS EA. 16"o.c. HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the fuli 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 pagsage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. c cc 1 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB 1 Anr RFV in 1 gn rAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. 'X SPF #2 2x6 SYP #2 16" O.C. OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o io CONCRETE -0" 16'-8" 6'-8" T-10" T-10" 2'-8" 10 6068 SGD °' ~ - 0� I CF 5-SH o 1 REF 2468 BF °° I `o io 8'-3" T-2" 6'-7" o I a ' '- _ DINING N I` KITCHEN W I1 N 9' 4" FLAT CLG. 9'-4" FLAT CLG. z lO TILE TILE l ! OP SINKw/ l D/W DISPOSAL L- - I I I I � L J FLRG. LINE - - - 2x8 WALL 6'-0" 8'-4" T-8" o 16" CNTR. AT 42" ;n A.F.F. 1/2 WALL01 �r iD CAPPED r 1 - T II UP 2 ro N I I 3 M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 14'-0" _ 7 00 o c° c° 9 PW01 r- D1 10 _ GG 11 TYP. r S3 14 12 2x6 WALL �* LID T-0" 2'-8" 4'-4" o - r; LO C° *NO UPLIFT* - - �D PW01 FLRG. LINE Q co to z D1 S4 c00v c 1' _V Y 1� • TYP. I N N H1 FOYERI (� TILE o 9'-4" FLAT CLG. 2868 _ TILE 0O F- EDGE OF SLAB 2' °Q 9'-4" BEYOND WALL T.O.M. T41 2'-6" M 3068 BUILDER TO PROVIDE A APPLIANCE PROTECTION `d o WHEN in REQUIRED PER Z-0" 4'-8" FBC 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE `0 u' 9'-4" CLG. A.F.F. a CONCRETE b � N 0 r- - - - - - - - - - - - - - - - - 10 I I Td I 1 rr F I I OP �, I I 1 - I co TYP. °2 p I q i I GARAGE I I K I I - I S4 I _ I I N fV <V oa,�1 n_nonf+t nnno o ni unnnu� vvvn STONE 8'-0" O . 1'-8" VENEER 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Ya"=1'-0" F- * WHEN THE TOP OF WALL IS GREATER THAN 9'-0', THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1F +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 1 din MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.71-39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5,1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 1563.1 •• MAW*] • -vu. oou u-.. I ............... ■.......1 MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. O W �IEi. a r `CS LU - ✓ ��;M N ® QjW N Y Iy 8 L = 2 8_ n•, ti , _ -- G E 9216 U I '~ SE •1. '•. F' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W ItE a co � No o t� C C N p = ID in ('n r r'R u8 J 0 LL V Qj M 4 � _J w L.L t3 JLL a ,Z f6 C m d n -C a LO N Q J LL00 0 Dow LL ZN OU < 0 W ❑❑ c4 Z N M o z20 z s� O J rz M z 0 0 U_ LU 2E U _ � (D 0 11, o to N U 6 W J �- e 8 x� U o � • N 40 o C.0 w M o Z __J w� Zo ZN tom- O �O �z oa F-0 O¢ Do U C:DN L ao QO wz m� g� w- 1Ja°zto z :50�C CL $ W U 3 a0 Mis °z <a =3 o cD }o a oV zl¢ 3 iti m L CU f 0 N cfl E co L. i �- O ' o Y x M in 10Li- O 60 T- O cv = cj N 0 0 F- ,� O ch CV O 1 cfl d � Q N r Lo CO 00 f M T EN � cM r C) o Z Z E Q 0 T M L0. E U 0 q 1p c C JOB NO : 22-11681-11674 SCALE : AS NOTED SHEET NO. 5 144'-8" 1st FLOOR BUILDING PLAN SCALE: %e"=V-0" co c� C, CM '",CM _. � W . C=7 c� o u a C'D N --amx LA- s R o .. N_ t _y N Y --- 67� CL at. C q v 1 off ,�g11\111tfiifIIit :`"`N �R0 WN f4!% tAS E �.m a ��'r°Ftsstia���°`` To the hest of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M d o M8 0 m a�i pv m in oo n M 9 ro CON0 # Q n 0 CIL LL C J 25 Wd j - - i (6 O) (n __ O W OO N 0gf6 2 Z pjO' m w CM') Z Q J Z 04 N OU 0 W ❑❑ V M z N M O O z pip QO QN z O Q Q d J — Z _O Q) M Cn LL M � OT w q AML �V) n3 i- N v Rigw r— — E r 8 = z— c � 8 Offil � ti O NQ W z M z o z¢ _I Ll_. C G w c z o 7 N Q. E Q U Wo zN od C xno oo a Z L ao r0 C Y ro 0 >z ZCf)O n J a � z 3 �3 0¢ LLLL go a rn w W V �o oz r- = � O v w za >Ox a F. N c o r ai rn LO N c� co �i CID O ' O D = co CD 6o COU E O r O 0 O 6 1 C Q CV r T— U-) 00 M po r r M T z cc z E v; m Ca d U � Q p � JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 6 2nd FLOOR BUILDING PLAN SCALE: Y16"=V-0" iO d o Ui > W ; a� C CO i(> N ' .._ .. ..N Ica C� a- N 61 CC iD CU L= }f CO _ CC7 = E � o a V \O !9!!1llffill �F'0 WN/ l�ill r+ AI ., FLD .� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. 0) I- a o E o cry 8 I, V N 0 N C' 67 _ w N ria tL-0 r $' `� 4 M 4 N =� LL W J LL LL a _z W 5 m C14 O �2pjO'. z L m N c' Z Q Z N O U 0 U, z N S z J CZ � N T lL Vi W � e � '0 v l W WIN W t-- E E S U Q N M w M M z� o z LL Q 8O � wo z � <�v z® oa F-^- r0 x � �o W, � o O � z N �6 L ¢o Q ww C J w (p (nCs p Z m0 S i m O ze QW z J < Zz N N 2 w z W v S Q SSS C o¢ w0 ao ao n w xK �- oz �3 x O �o o p co01 w ax 0� O •� T ai N CC> C7 LO "T— T CC y Cy 1 1 iii�ViiV O (n O L.n r U m Co �,y,y `�✓ N N N LS7 CD W O co Q N T U--) 00 pp r- r ui E O M o Z Z E 0 N a E U 0 Q p _ � JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 7 — " I 1'1 t o T 1 T ---------- WATER TABLE DETAIL SCALE: 1 /2"=1'-0" 12 4.01 _ T.O.P.---- -------- -- - ------- HDR. I It 9" A11- 7" B KEYSTONE DETAIL C SCALE: 1J2"=1'-0" 20" LOUV W/4"TRIM -- -- - ----------- - - 6" 84311 CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 - - - - - - ---------------- - - L- 20" LOUVE -W/ 4"TRIM----- - - - - - - - ---------- - - 12 � 14.0 20" LOUVER - ------------ ------ "�R1M----- �A// 4 - -- -- T.O.P. HDR 60 o F.FL. CLG.HGT. ---- -------------- -- -- �o 16' BAND 18"X60" SHUTTER ❑ o 0 0 N MOD 25 SH N MOD 25 SH -- -- — -- -- - n lu 00 TEXTURED FINISH 16' BAND n 0 0 N MOD 25 SH 0 0� I II SHUTTER a o MOD 25 SH 0 0 MOD 25 SH— 16" BAND 0 �o 0 0 MOD 25 SH - -- lu 00 TEXTURED FINISH 16" BAND -------- ❑ o 0 -- 00 16" BAND --- -- o CLG.HG7 co F.FL SHU60TER o 0 MOD 25 SH MOD 25 5H TEXTURED FINISH ------------------- MOD 25 SH MOD 25 SH TEXTURED FINISH ------------------- z N MOD 25 SH MOD 25 SH -------- ----------------- -------------------------------- ----------------- Q FL,I z d _1 a TEXTURED FINISH r is Mill ❑❑❑❑ ❑❑❑❑ TEXTURED FINISH e o _ ❑❑ ❑❑ ❑❑ ❑❑ _ ❑❑ ❑❑ ❑❑ R 0 00 0000 00 n10o1 ❑❑ 0 ❑❑ nO ❑❑CIO �E1 ❑❑❑❑ ❑�❑❑ ❑El❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑❑ _ 1 __ g __ I _ __ _ 4 3068 DOOR 8'x7 GDOOR UNIT 8'x'O UNIT 8xRAGE DO A OR 68 DO R UNIT UNIT ' UNIT x ARAGE DOOR O7-6 A 3068 D R xT GARAGE DOOR 8'xT GARA DOOR UNIT B UNIT 0 DOOR 12 FRONT ELEVATION - SCALE: 3/16" = 1'-0" 12 T.O.P. _ - 4.0{�— - - _ T.O.P. rb 0 Co HDR. o SH MOD 25 SH MOD 25 SH - - HDR 80 - - - SH o Z SH SH SH Z_ C) CD MOD 25 SH MOD 25 MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 MOD 25 SH MOD 25 MOD 25 SH MOD 25 T.O.M. _ — F.FL — _ T.O.M F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINIS 116'-1-2-- ---------- - --- m F.FL ------ 3 E: --------- ---------- i 6068 SGD UNIT UNIT 6068 SGD 6068 SGD 6068 SGD UNIT UNIT UNIT 6068 SGD 6068 SGD UNIT 6068 SGD UNIT UNIT 6068 SGD REAR ELEVATION_ SCALE: 3/16" = 1'-0" 0 Cn n CD �o >' W LIU C� O C' fC 6-1 N G7 C as y " 47 a... C Z r +L _ C E Co O L r� �\N§\���111W r ivI ... <� f ­ N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. y W a 0 E 8 O 0 W m to W W r a �) �-r LL w �kLL w o_ � ro o o W N ;; LLZ ingCP . m w � N Z Q z N 00 5 U U W ❑❑ ❑ V M � z N o a z NQ ❑ z K J — Q_ N N 1L T (� U w n' JV) W b Ly N all U W J z� C) O G1 as ¢ Y N OD co w M z o z rj E zo � }� o O E U oLL z® wa CU C rN O O U O L z o w¢z o a r6 _ z OL U m� o O, Z C) U 7 <O 1i d x O O v ui¢ za aF °� c r > ej` a� N C� � N r r, r E co _� O _L U m M CD o U- O NN : o o CD (6 4 a� • N r N r � � n M E E O M ,- %f o Z M Z E 0 E U 0 o ui Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 8 IGT. R. c0 00 LEFT ELEVATION SCALE: 3/16" = V-0" RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor Vovering 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 N N O c% 0 Ct `. U -p 04 X .r a cc o- 3 � A C 1�����1N111lt •e F xx v v 0 fi S S 10� I I11%00 0r7'1111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E Q O N o v m .10 =3 LO M rntitiZ # (� N M V * LL LL WLU Q a LL a- a a �_ darn =mo W to g m w 0 N c*), Z Z LL LL a °U 0 Co W 00 V M � z � o z � z a -- M V) z C o v LL 0 w S to �V) U W J — E — L Q -0 N Of o w M �z 5 z � E �O QZoN 0 N U g= z® op t— Xo 0O O Z o E N L I az .0 Wz x (n C z O Y m O LL z-75 Z �23 CX S� wLL gO -Z a ¢o y LL — C CD Z O >O o w� zed aF 0 r Q) ui C f L O CV r cfl E co T c c 0 o CL �C:mU_ co CD 00 t—E y N o N � T U-5 O C6 V �1 = Q N T Lo 0o M E M r Q Z ca Z N O _R E a U � Q -I JOB NO: 22-11681-11674 SCALE : AS NOTED SHEEP NO. 9 GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1' x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners .with steel H stud between adjacent pairs of gypsum panels. (NLB) A 314" minimum air space must be maintained between steel components and adjepent framing (as indicated by dashed Ones <In skatch). As an alternate to an air spare, the steel components are covered with 6" wide battens cf 112" type X gypsum wallboard or full sheets of 112, type X gypsum wallboard - — _ screw attached to the steel com ponents.'` 11-1y Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-1I2" glass fiber in stud space on troth sides. ( A Y a Hetght'llmitation 68 feet PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1f2" (Fire) Georgia-Pacific Gypsum LLC................................... 1" DensGlassa Shaftliner 11-3/4"(Sound) Approx. Weigh 9.5 psf Fire Test WHI495.1290,11-15-94, ITS Design GP?WA 120.04- WHI495.12K 3.1546; WHI 4560743"8, 0744, 1.28 & 30-86, ITS 31608140DO.OUZ 8.30.093 UL R2717; 04141<03115, B-18-04, UL Design U373 Sound Test; RAL TL10-291; &31-10 ncewith the Florida Building Code 7th Edition PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN area shall be 1/150 of the area of the vented TRUSSES be reduced to 1/300 provided that at least 40% 4'-0" FROM SEPARATION WALL. uired ventilation is provided in the upper portion of SOLID BLOCKING BETWEEN - ventilators shall be located no more than 3 feet TRUSSES TO BOTTOM SIDE OF ridge or highest point of the space, with the PLYWOOD. BLOCK MUST BE rn provided by eave or cornice vents. "PITCH CUT" (SEE ELEVATIONS) IE FOLLOWING VALUES, SEE ROOF PLAN** TO PROVIDE AS MUCH CONTACT ;turer Specifications) AS POSSIBLE TO UNDER SIDE 138 SQ. IN. OF NET FREE AREA / UNIT OF ROOF DECK. ALL JOINTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. AROUND BLOCKING MUST BE 126 SQ. IN. OF NET FREE AREA / SQ. FT. CAULKED WITH APPROVED FIRE ded due to fire protection, the contractor shall use the CAULKING. goof) - 9 SQ. IN. OF NET FREE AREA / FT. Sq. In. Needed) / 9 =(Linear Ft. of Deck Air Needed) SEE PLAN PROFILE OF ROOF TRUSS " TOP OF PLATE BEYOND FIRE CAULK EDGES AT EACH SIDE .. ROOF SHEATHING TYP. -_-_-_- 2x6 - - SUB -FASCIA TYPE "S" MORTAR • ' -' --- (TYP') EXTEND THE (2) LAYERS _ OF 1" THICK USG GYP. - - - DBL. 1x PT NAILER WALLED. LINER PANELS OF 2-HR. WALL INTO 1/2" GYP. WB. 8" CONC. BLOCK SOFFIT AREA CLASSIFICATION D-2 PER UL U905 (TYP.), PER -y UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge VentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 866 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. "EG9MAXc 1 1 Hour Separation Wall a5leath XP , {^,-Wliermasheath•3" . 2 2 Hour Fire Resistant Soffit SCALE:3/4"=V-0" iax Ught buty, Ynsuladbn,Thermax :Heavy buty Insulation,. - *REFER TO STRUCTURAL DETAILS FOR i, Thermax cl Exterior Insulation, Thermax XARMORci' Panel, Thermax Heavy Duty Plan (HDP)and TUFF-R'"' ci SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT kpaly,socyanuratecomposite foamed plastic insulation NON -VENTED SOFFIT .NON -VENTED SOFFIT '7hermaimae-ce NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 1 1 1 1 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR NON -VENTED SOFFIT Mark for jurisdictions employing the ui. or your_ certification. re8r7iCtryefya 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-On INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE oF 2 2 2 2 2 2 40 2 N= 4.12 �U CN = T-c� N Z ,—c N `'c� N= rC) N= 7c� N= =c� N= 77t3 4:12 ITCH n- �- - �- PITCI� I N= _ N= N77 _ ,= I r = I I — _ NP d I t1 a_ 4 I PW01 PW01 PW01 PW01 PW01 PW01 W01 I00 00 D1 OF D1 D1 D1 D1 D1 D1 I FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION, PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH 0orDO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 00 II � II 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT OOO 4' OFF RIDGE VENT 4' OFF RIDGE VENT o 4:12 E PITCH -4:12 PITCHOF 5 L` O 00, JF o = OF r r I-- r I_ I--- F— I Ioe so, 01 _ OF I V t1 ti I T = 4� .12 or PITCH _4:12 PITCH _.--- — — 4�:12 4:12 _.--- I I PITCH04, PITCH 4:1 4:12 I OOF PITCH OF PITCH 1 1 4:12 4:12 4:12 00e 4:12 IT�- CH 2 = ,- �- P�� 4:12 — — 4:12 4:12 — — 4:12 PITCH = _ PITCH = `i" � f PITCH PITCH PATCH PITCH I I I I L----- I---- --- ---- _ — ---- ----� 1 2 ----J 2 1 OOFROOF FIRE RESISTANT I I SEE DETAIL 55/D-1 FOR FIRE RESISTANT SEE DETAIL 55/D-1 FOR I SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE FIRE RESISTANT I SEE DETAIL 551D-1 FOR I SEE DETAIL 55/D-1 FOR FIRE RESISTANT INFORMATION ON FIRE SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR PLYWOOD LOCATION. DO NOT BREACH INFORMATION ON FIRE 2 PLYWOOD LOCATION. BLOCKING EAVE INFORMATION ON FIRE PLYWOOD LOCATION. @ 2 INFORMATION ON FIRE BLOCKING EAVE PLYWOOD LOCATION. @ 2 INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DONOTBREaCH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE PLAN NON -VENTED NON -VENTED NON -VENTED SOFFIT NON -VENTED SOFFIT, SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT - i C o !� ar -o cz G W Wjoc m c. a ® �' a _- ,N y $ N L N G c L R --a) s tj W o a 0 \\N��a�tRO ,� c15 E• '•. Q�� 50 U' P 4 olit' 0 f I It t'o To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to g CD C� V N S R o °c m y CDN O 0 U) a tn�ti LL u_ J` w JLLLL 3 a ,n w Rd Z -FaC ti p 2i LLZ OD M 0 2 �n N OU o Z W El El Z N lM O O Z z o J a - N ch V) Z v C.7 0 Q,j �f W � O L.V) s U w c 9 .! — � S . xis C) a r- -® ¢ N m -4 O W Mz M z�o f? E O W Z 2 QN Z Co �o op H O E M� O¢ az O� �z a L ¢ o m O z J � ¢w T Z N N � Q oM zz z aZ mw W U �o lz �� w` _8 o c4 et' z¢ a 003 o T .L �- m N a � � r Lc-.) IV— co CD N [L0 cl� C m o ,00 T- � CVc-4 O N V') t=— G 00 �--" 9c� cs� Q CV 4 00 M 00 r r— �; E E � M T- o z l0 z � E O y c a- E v � a 4? ¢ o c JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 10 SYMETRICAL LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-0" PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w 32 D INK R LUGT2 3100-M 4520-F 3100-M 3800-F `N/ (32) 16D SINKERS & NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRIG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 6$0 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 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 (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. M IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:7/16" EXP. 1 C4/6) ort%2' EXP. 1 (33/16) TILE: 19/32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2""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. I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] ® '. o C*4 - z � Cn LU L N N �;tOf O J _ m d w, COD �;.� 3 cc - y .,L7L c E —._ a o . oOIII �lftidty��`i w\0l►, N N J 0. 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W E N O V Lo0Q 0 O c o m N rn °o U Q C -r LL Lu u 13 13 W u- - 55 a Z %m_ o 4 It W _ O N O ;) Z U) . m w - Mz � Z N �IL O VU W CD El C] 0 z N C) O O NO drum Q v a — U)V) — N M z � � a a--+ fa � w j� UC� 0 ! LU o L✓ N N ru �v � CD U C ~ miW t— pE J p " U I iI C) o $ Q -0 ° N m 14 o w co Cl) m ¢ p Z J LL ECz zp � o0 Fz }o z® ❑a OU z F- 0.as o X a= D OU o, WW CV (1) .0 Lz no !1� - o U ym m0 z Qi to J ¢ ° QW z v C2 � `s'INS° LL a m w ma fj O (y w � �o O W zN a F o 3 D •� T r co r co C CD Q 1 m co CD ao ,CO CD0 Lo H 0 M N CDN Q N r Lo C6 M 00 f r � `"' z z z E O N d U _ Q 0 1-I JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. SYMETRICAL II I ROOF FRAMING PLAN SCALE: Yr=1'-0" NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SIDS 1/4"x21/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1.112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ) 16D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKER (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 WI 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 (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.121T'x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS ND RSH ENGINEERED CLADD CLADDING WIND FPRESSURES AND PER ASCE 7-16 OSUCTIIONOF IS FOR MEAN ROOGN 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) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60,99 -60.99 _60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 (2I6) or 1V32" EXP. 1 (33/16) TILE: 'V32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1j% SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] cv c� ® C%4 �? >;W Cj a. �_ Cl— o - a 4 cV a, Y _ w of .r }. x •� ', = E � o -- L o v- 1 1 l! 1 f 111i�� 1` `\ga\\\1`►liii Z J CV• U cli 0t�� i ••.F Lo••c— OFESStO"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. I) W Qp E M O (A V N p 3 W m ��2 4� M�tt N V ZSS w w N w 0 W D NS0 W (0 cj m w IL N N Z Q ZN 0 U V U W ❑❑ v M N ch z z C)- E3 V) N M llz^^ "D (1) (D O ru W � V Wo � (n W o Lv N U w,.... � m I all F_ E 8 U o' ¢ N M C::,w m o z Z < U_ � zo r� zo nE O E U oa F@ C o OQ =0 U C ca E N ru ap ¢o rZ wZ 4? L ¢o �H mi C =:,to 2Zz 0. o W Z z 0 z ° U W3 a C w > O t0 V z¢ d r C o T a� I` C�V (D CC> >, N c6 co O O Q o co _ �_--- i O C:)0o E N 00 C7 'd cr) Q N r L0 OO M 00 r r E C M ,— vi o Z Z E Q �' � m E U c 0- Q d JOB NO: 22-11681-11674 SCALE : AS NOTED SHEEP' NO. 12 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. & 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 'DUPLEX ff OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiiiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH j3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I-..O WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ,Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I] ELECTRIC METER _>Q ELECTRIC PANEL _L-I DISCONNECT SWITCH Q��12 61 J ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W( ROUGH -IN FOR G J OPT. CEILING FAN +� (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I f I I I i I { LAV � I L TUB/ W/C SHOWER LAV 3" VTR AIL i I I I I I OPT. LAV I LAV I I tl WIC SHOWER ` `end F FC STUDOR 1 ,t DBL SINK VEI L TW/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMR 1 MI - P 200 AM P TE�RMA N 1 �0-200 AMP i i T l—Serial Cable 3R Power Co. Feed ---, IJ #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250,94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riset biogram TOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER dO. C.O. O ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN / FOR OPT. <�/j�� FAN/LIGHT WP GFI t .M (J} QDGFI DINING KITCHEN l 110, FI I 0 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM \ /,>ROUGH -IN` FOR OPT. FAN/LIGHT y � I� / I C.M 1 UPSTAIRS t DISCONNECT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. OWNER'S BEDROOM >ROUGH -IN FOR OPT. FAN/LIGHT � V S.D O. BATH \ \VV/t'I-D v//� -y- _j I C I �I �rrwN. ° LOFT Lj \ FOYER I GQ - --- c.M ` GFI BATH 2 @ 44" W.H. \ ..-- A.F.F. ' \ O S.D i GFI I WIC „- ` EN I WPDB I GARAG E I LIGHT AS b GFI I PER SPECS , I �� ����ROUGH-IN DB & GFI TO / ----------- L---------- 1 FOR OPT. BE ALIGNED GARAGE VERTICALLY \ LIGHT AS \` �fi FAN/LIGHT \PER SPECS \BEDROOM 2 GARAGE U DOOR _ ' - GFI.-- - i--- - - - - - - - - - - - i - t I I I j z I0 Q �0� '-'� \ >- W ►>- I >_jm I>w COACH LIGHTS POEWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y4"-l'•0" 2ND ELECTRICAL - UNIT -A 1532 SCALE: &=V-0" GW ® a O ti X m tE O a N-. [V N R sa eo � m '— r, N ¢^ .g N N 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a E 6 V CR { Co m N r0 �mv LL o U_ a INn V Z W t o co W o maw o w W Z C5�O'O' m N Z Q J OU Z W M r Z N C z Co Z o ¢ s. J — d � �z — N M v�o LU 0 L /^� l I—y N F— (n RigLU !— J E I 0 VS c `� ¢ o N Of o w Cl) Cl) ¢2 zos z No >� CL o E Z0 tN X O OQ 00 �K co E as aZ N <zmo m CY OE Z - � wo >z N o Z Q OLL� wLL Z �W W o �- O �� w¢ =3 S20 yo O w aF 0 > d- 2 E ca T I:d7 N r ciiS E cc � � � CD CD O M C 6oLo N N U-5 0�0 O Q CV T LO c9 cy)oo r r iU w C M r o Z z E a is U c D a ° Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 13 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7, Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1,1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 61 -!?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I'_0 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 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) IER PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T� TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER t1_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �7K - I-� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r'✓ T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I r� I ► I ► I I I 1 LAV 1\ 3" VTR AIL I I I I I OPT LAV I LAV I I I <0 u W/C SHOWER DISCONNECT O 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. L TUB/ W/C SHOWER ------------------- OUTDOOR LIVING � II STUDOR DBL SINK ` C.O. ��y �i� INSTALL LIGHT I 4 VENT W/ DIISP C��1 FOR OPT. LAV W/C 3" WP'�`FAN/LIGHT ,E,/3" GFI I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT. AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 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: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31734 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 NEMA1 RMAN 200 AMP 3R Cable #4 Solid COPPER Ground Intersystem Bonding Termination Per NEC 08, 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI aF DINING �I 1 KITCHEN �I L_-0FJ� oo GFI - - - & GFI --- SWITCH FOR DISPOSAL IN CAB C.M. UNDER SINK II � I I / GREAT ROOM ROUGH-IN"11\� CH FOR OPT. ' FAN/LIGHT 1 � ` _0 �?JVITCH UPSTAIRS -6 FI FOYER GF, / O / / A.F.F. I DB GARAG E G � � FI ENT , � LIGHT / PER SPE GARAGE LIGHT AS PER SPECS GARAGE DOOR - I GFI r ----------------- I 1 I I Z Iu.l I Olz \ I Q lo- t 016 w I r'I� I- I � If— W Z I IW 1 W 1-i � F- 0 1 >IW EU_ >_jm / COACH LIGHTS / OR PREWIRE AS PER SPECS DB & GFI TO BE ALIGNED VERTICALLY 1ST ELECTRICAL - UNIT-B 1516 SCALE: Y4"=1'-0" 2ND ELECTRICAL - UNIT-B 1516 SCALE: Y4'=1'-0" L-A N _ -, a, a Z.- W LLJ a o ® u• a c� o coCIA d aCc Q N Y �+ E a N N 0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W g C FA i» �fNb J LL Q u u w d +n Z _j d o j co C W 0 W Z 00 0 m w (%Z J �^ N OU v O Z W v �M� Z N ipQh z o da J Cl- 0 ft5 W � U 0 Ln W s �V) RS �- wig U W � c S o w m M Z o Z J LL c. E E zo a'0 F � �N <R Z® O a I-- x' U nF p V OQ N L ao ¢o Ww Y> nm mF QW �W o zZ 565 C O. U ao 0. wW FK 'S o� �3 = o� o� g r .y d' iu N t9 N T— �_ E (Li T CD C cV o C m o E Ii T CV Nv c Lo 00 CD O D (6 et M Q N T LC) 00 co po r r E 0 M r— 6i 0 cc Z E O cc a.0 o � a «? Q c JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 14 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 (Aro-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 Fff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FW SPECIAL PURPOSE OUTLET 171111 IET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE (� RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS --� TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) } [] PUSH BUTTON SWITCH (OPTIONAL) }� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT k9 ELECTRIC METER NMI ELECTRIC PANEL Mai DISCONNECT SWITCH %�9 6 J ROUGH -IN FOR OPT. CEILING FAN Q�� CEILING MOUNTED LIGHT FIXTURE WJ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I i -- I I I I I I I LAV T\ I 3"VTR AIL I I I I I I I OPT. LAV LAV , �2nq F FC PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS J SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KIN at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100°% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 52 00 TOTAL: 31878 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center P I NEMA 1 200 AM P ETER MA N 1�0-200 A10 I IT `—Serial Cable 3R Power Co. Feed — 1-1 1. , #4 Solid COPPER Ground It Intersystem Bonding Termination Per NEC 08, 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. I ..1 DB & GFI TO BE ALIGNED VERTICALLY O -------------------------- OUTDOOR LIVING INSTALL LIGHT <N fib ROUGH -IN FOR OPT. FAN/LIGHT t `� WP GFI .rn (U) QDGFI / ----- -- t DINING KITCHEN 1 F - '�� FI la - GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ "H' FOR OPT. <FAN/LIGHT t r� 4 I I NTRY GHT AS b ER SPECS I' t � u L \ IL 0 04 o� �m C.M j UPSTAIRS F . W 1 . \. �4" ` W.H. .F. ` O I I GARAGE ► GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r— — — I — — — — — — — — — — — — — -- I I I J Z I I ip Z I I¢ 4 I I0 Q I WU i IQ: W I 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: X"=1'4' L3 o; n C3 o; — LL a O go N Y d s! o a Y 0= CD ID, G 19 T � _ a CV CV N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to a o �8 �ol N p N O c0 /� /0 5 CO N 1I/ N � rrNj �V' � ti � uL " a a 0 13 ,a a Y cc y M 04U o Wing4j61 Z IL m Lu ¢ J CN N Z N co OU o Z W E30 V � 7 E. Z m o g Z z o J L1_ � CU 0 +� C6 w 0 g U U w F J g x L _ � N C) o c ¢ to, N .4 o c Z W Ch Ch s Z 4 J LL- i a O Z Q N CQE Q U 'o N F— XtOj a F 00 �U C7 E N O .O a Z �W yN L ry ¢Z m� o C = Y w0 O Z J �� QW gZ 8. Z go Q- WImo. a 0W (j �3 F� aF OU3 � zed 0 0 r ai m LL N I� (7 N T �_ E cc T CD N 0.. M T CoUi CD00 � o •— LoLo N cv LC� F-- CD 00 O O N � � T C70 ` M 00 T T O co '— z N z 3 E O N Incc E Ui a U -j q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 15 ai 1:1 1E] oi IE:11 E:11 1E] o --.--------.-----...---- OUTDOOR LIVING -------------------- OUTDOOR LIVING —.—. _..--.------------^-. _... OUTDOOR LIVING ------------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING --.--... .--------------- OUTDOOR LIVING ------------------- OUTDOOR LIVING -------------------- OUTDOOR LIVING 1 I I rT I Lf 1 I I I 1 I I I I I 1 C11 W a KITCHEN DINING I I I I G DINING KITCHEN I I I I I O '� I GI a DINING KITCHEN KITCHEN DINING DINING KITCHEN KITCHEN DINING DINING KITCHEN KITCHEN DINING I I IIII I I I III I IIII I 1II r I1I I I o �IIII o f I1fI a o ao �III � -- o f - r L-I l L_J L_-J L_J — L__J ® II I I � II I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREATROOM® �1 P- 11Y1 \. vR Yt1 1. • R. ° 0 i Q i FOYER i i FOYER FOYER FOYER FOYER FOYER FOYER FOYER METER BANK (SEE ELEC. RISER DIAGRAM SHOWN - W.H. W.H. W.H. W.H. r " r ,.! ON UNIT ELECT. PLAN) O O O O O O O O E�T�RY 1-CA RAGE -T- GARAGE — 1-CAR GARAGE I - — �G ■ \ ENTRY -- ,, _ ENTRY PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY/ UNDERGROUND UTILITIES I I �/I I mil 0/1 I I I I I I ■ I UNIT -A- I I UNIT -B- I i UNIT -C- (1532) I I (1516) i i (1624) I I I I I I I I I I I I I I I I I I ENTRY 1-CAR GARAGE r— — — — — — — — — — — � I UNIT -D- 0 625) I I I I 1-CAR GARAGE ENTRY r I l UNIT -D- (1625) I I I I _ METER BANK (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) . / 1-C/A/R GA�A- ENT1-CAR GARAGE 1 CAR,�GARAGE --� --- I® ENTRY ENTRY •- / ®■ �ROVIDE A MIN. 12"VERTICAL / SEPARATION FROM ANY / ALL / UNDERGROUND UTILITIES - I I I 1 I I UNIT -C- i i UNIT -B- I I UNIT -A- I ■ (1624) i i (1516) (1532) Pq I I I I I I I I I I I I I I f I I I ELECTRICAL SERVICE PLAN SCALE: 3/16"=V-0" Ca C%W LIJ ® w -o LA - Cc C a.. _ -.0`C4 S 4ft- yr C Cc CV c �m o.�a cti m - i d c. o L7 N CL C E ro O O N N N �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 - Rasidential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, v) W d OO M p N O °D N 0 iw0 O O Zco ILW in��a' m w 0 U N Z Q J 0 N O U O Z U W oa 2Q z N ch z O 0C1 Q J r l%i M Z a !� o � c W� v 0-, ZE O (.f)f_y W s N N U) (6 r- in -W U g — E L Z r N j < O Q Y N Ol o w Cl)�2 coS z LL E �o o0 z Q U �® ❑a lV o¢ 0< o E ' a < I � W U &Z WZ J 2 (p Q p z{ z U w � 0 0 IL z C J m0 < ° >z z rn U) o� z g0 man —a L1 o y w w } OF J co aF 0� z¢ C m CC> >, LID_ E co <6 z— N N A u. o CV 0 M Co o U 00 '- cN CV CN N I.n CV f \ LID Ob CO oo Qj E T 3 O M T O Z z E N aCo a o; U ¢ p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. 16 UOO 8F8-1B/1T 8F8-0B/1T A :o. U�61' O O O O O D 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O O 19 8F24-1B/1T 8F24-OB/1T T O LINTEL PLAN NOTES: GENERAL INSTALLATION NOTES ALTERNATE POWERS 1. Provide full mortar head and bedjoints. 1. THIS PLAN IS TO BE USED FOR STRUCTURAL 2. Shore filled lintels as required. 3. Installation of (fntel must comply with the architectural and/or structural drawings. INFORMATION ONLY. STEEL LINTELcal 4 ertintelcell reins actureing groh5-1/2'longnotchesattheendstoaccommodate 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE g. 5. All longer ls meet or with anomie lheigheed 360 of8"m etorexal ceedL/xceptlinteislT4"and TO BE ASSUMED TO BE 16" MINIMUM DEPTH. TYPE DESIGNATION #5 REBAR AT TOP longer with a nominal height of 8" meet or exceed L/180. #5 REBAR AT TOP 6. Bottom field added rebar to be located at the bottom of the lintel cavity. O O F=FILLED WITH MIN.(1)REQ'D MIN.(1)REQ'D 4]1-1n°CLEAR 7, 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 8F16-OB/1T GROUT /U=UNFILLED a ° 1/2" 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete BETWEEN THE LINTEL &THE BOND BEAM SHOULD BE R = RECESSED CLEAR - u masonry units. O QTY. OF #5 o g. Safe load ratings based on rational design analysis perACl 318 and ACI 530 COORDINATED WITH THE ELEVATION DRAWINGS ° 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. REBAR BOTTOM D i1, The exterior surface of lintels installed In exterior concrete masonry walls shall have 4. THE CONTRACTOR IS RESPONSIBLE FOR OF LINTEL CAVITY a .M.U. w a coating of stucco applied in accordance with ASTM C-926 or other approved < _ ° C.M.U. coating. COORDINATING THE PROPER LINTEL HEIGHT. ci 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) °' ��+� �+_ /.I -r Q Z ° ��o IoadsshoudbecheckedforGombineloadingwiththefoliowingequatidn: 5j. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM O O # V f o ° a W J �� Applied vertical load Applied horizontal load Lh z ° GROUT wLU `'� Safe vertical load + Safe horizontal load 1.0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE 8RF6-0B/1T o W Ea o z — oU)a DEPTH MAY BE INCREASED IF REQUIRED FOR © tNOMINAL,QUANTITY OF 5 REBAR AT o u\ WIDTH #5REBAR AT ° o BOTTOM OF c /� o PROPER LINTEL HEIGHT,G.C. COORDINATE. TOP LINTEL CAVITY a w Lo 5 REBAR AT BOTTOM NOMINAL ° 7d- ¢ Z a C / MIN. (1) REQ'D BOTTOM REINFORCING � LL O � G HEIGHT PROVIDED IN LINTEL C 7-5l8"ACTUAL I, (VARIES) ffc precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 f'g = 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. Rebar 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. —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications SYMETRICAL (D) n rD n rD n rD rD 2ND FLOOR LINTEL PLAN_ POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION oEo (F) oFo oEo o E 0 0 0 MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SYMETRICAL .Q m 0 -� � ® � w w a LL. fV i 3 � L _ E �Q i 1 SE - 17, �s � c� !� 1"Z7 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a TE � 8 0 0 N enf-� r,� �V Q PN' ) b 2552 # LL C J LL W LL. LL 5 a- 5 0 0LLW. JN W a E i W :O O o 1O �U W (n °' in W Q MLO Z N U OZ UJ El El ( m Z N Mp O O Z rp Q v N N M Z a v - � o- V) �V) WgOft Cn U LU r 8 s � U o L' `o Q y ° ® A N 0 I�- Cfl W M ch Z4 o Z r j ce z o oo } <@ Q E 0 z oa "o O ; p O� Z O @ N a 4 2 wo W Z rr� (a �CYUU - � Z tZiiO m O LL Z Z QW fA (� ¢ O~� Z 2Q 5u a W 'S w X0 rr J to O FI aY z°a o3 C r > d' T ui I— N CCo U—) r r tS� ca s CV cv o N � o C m 0 6o LL O r N N GV U-) cN N r u-5 CO 00 r r il) W _ C C) (Y) 'r t'j Z E Q m c C a U -J Q p JOB NO: 22-11681-11674 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. IN IN WALL AND FENCES N LOSING INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE 9 GLAZING 5 NENCLOSING 0 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 1N SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602�16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1,3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A D AND L REACTIONS AN FLA. AEG. PE. AN SHALL INCLUDE: CALCULATIONS,D 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. . 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2, GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5, DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1, ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6, DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6, EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE I I 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. ALLPLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiW1TH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0,162". 4.5.4, ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls, 3. Irrigation'sprinkler systems including all risers and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must pe of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete overpot,�r and mortar along the foundation perimeter must be removed be ore exterior so[ treatment. 10. FBC-R R318.1.6 - Sail treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after irrigation. Any construction is complete, including landscaping and 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 control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete in treatment for the prevention of subterranean termites. The treatment is 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 9x7 +26.1 PSF /-29.9 PSF DOUBLE 16x7 +24,9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. tc� cn o ; C= -a «_ Ir 3 � $ O O-� C N m� x � a v o N . CN = N CU -ra:' d c Co v VJ Cl � C�- � Q °' S E Ft,. lj,, 4� O F E S 0� \�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Q O M 8 N V � N r Q 06 i� tiI_ M in _ Q Qj M V 2sz J LL LL LL 5 LL LLl IL z --6; d 2 0 22o o N O W��pj 6' M }Lu z L0 M Z 3IL F IL Ifl N .1 O U W ❑ ❑ U' zM r N M _ O z N z o Q M Wur) N z M irm" (l C9 0 LL N "� '9'`• V O a w � c w (V1� U wig U o � tom N .4 c W co M 0< o z a __j w oo � Z® E ¢_ °0 m t- �0 010 o &` o °o az irw c Y zz z oa Z go ci 0 yLL Z i3 F o M w 'O a 1: _< c o r m N t� Cfl ?+ L0 ,--- (D co T N M C O Ln to U 00 v C LL mCoCD CDr 00 F-- O CO C3� CD Ci0 N r Lo CD M • o z co z N E N ID t0 c C CL E Qj U J Q p J JOB NO: 22-11681-11674 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 k 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 16GAxl -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 Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L! J HOME H C G GARAGE SIDE 0 O 0 5'-0" ¢ - e STUB -OUT FOR 1'-0" 0 9 0 LO GAS METER 0 o _ '' U O F N z • 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. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS r " 2 X 12 16 O.C. @ „ 19-3 1 SIMPSON HTS20 R 4 TOENAILS O 50 H 0 O16d 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x — P 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional 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) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. j, Q "/ Provide adequate bearing J for each lapped joist, dnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM > STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # 2nd FLOOR above to bearing below. STUDS U SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2-1 min. 2„ max. � 4 max. Q Clinch nails when possible Tight fit a (1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s� BC16500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing STIFFENER top flange of joist. WEB S - 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 overwall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6„ A 1�" 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 1Y" DO NOT CUT HOLES LARGER THAN 1y" ROUND IN CANTILEVERS, NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22)' NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 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. �nstall tight to top flange. Joist hanger \ Filter block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/' SEE PLAN FOR °• d! . ! . e • • ° ° FOUNDATION INFO 4 STEM FOUNDATION GRADE REINF. SEE PLAN n w1_t,nH0t 4 rvu 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. � LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED} NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE nrr�r irr�rl�n 'TI Inl I r'AIM TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° ° q in \• a. • d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 Na . a —I I I� II I Ii l it d ° d PVC OR SCH40 SLEEVE PLUMBING LINE . a d SEE FND. PLN. SIZE & REINF. C d� W O � C 2 SJ N a m x 4i N - d v •= �c a *�' 1O __ E � -_ d r �� ��&-��OWN SE 10 ° J + '• E L ar�p '?OFE71 5S1Q�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. MM N W a aE Ms t� (0 0 N w �(N^ : =N�� 0) ai � -ti-2 S I NM S � �- 25' t3 _ J I'lW a.. ( S °' rc W = 6o N W F r°nMpj6' m LL Q J J LO co zIL a N OU y Z W pp 0 Z o O z �(10 Imam a — N � z Q) Om +--J w W O VN w o'U" L 421 W co M ¢ o z a J ,l n¢ wo oo g >ry Z aN Q QE O � V a� z® wir N t— g 0 XU ¢ Q s O O C) W O E N dp ¢o Q dz W L ,6 CY U z U a m O Oz Z Z C75 Q W zZ N F-. o ao :Z w� = =w � �" =3 J o JW � �, a° co �'a 3 c o r >4 ai N GC> fCo LO t — c6 co 3 Il� co O C m co L O CO _ O _ N N LO I. —_•I--+ ® M N 9 c0 d Cfl Q N T Lo 00 0000 r t— � co 6 m z E 0 co t0 r_ E •• 0 a a: 16 e CD JOB NO : 22-11681-11674 SCALE : AS NOTED SHEET- NO. S N 1 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 I 5/8"OR 1/2TRUSS BOTTOM CHORD OR 2x4 #2 SPF " HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR /$„ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W!A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 1U-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-4' (R302.11) INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.i1) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. LE (MIN.) @GARAGE SIDE IF APPLICABLE. z „ 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. �° 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & SLAB & BLOCK EDGES AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR EACH @ @ 6" MAX FROM END OF 2 x PLATE E = „° „„ „ IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHEII W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) ``' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL � ) MOISTURE BARRIER4.16O.C.OR ° � A.F.F. 5/8"x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4 INCLUDE THE WALL �2/r N� 6 x 6 W1.4 x W1.4 � ' SHINGLE ROOF, SHINGLES TO e _ ° ° @ 24 O.C.) WWF OR FIBERMESH ATTACHMENTS / WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM o �- m p ° - 1= -I I = _� (I Mr1:1@1 _ _ -_ - ' ° I -I rl a ° ° d ° G ° A Q a °° ° �_ Z a ELEV. -0 31/2 G A.F.F. �o 31/2"MIN. a ° 31/2"MIN. 1 -_, I ! ° 12 D3161-CLASS F, IN�= - a a ° q d 2x4 CONT. ° a ° D ' q —� ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING I I 1 -I = - - _ -� zl� 1-III- I I� IT I a ` I I' ° �(=Il �[=T31/2" min. - 4" o •• I -�I-�T - _ 1/2" mm. - 4" (TYP.} VARIES CODE 7TH EDITION 2020 ( ) _ - I I- I I I ,- - _i s c ° GARAGE DEPTH VARIES ° ° - ,-r 31/2"(min. - 4" �I=� -I I I )1 IF I y - 31/2"(min.) - 4" -I ► _ 8„ _ - - RESIDENTIAL ° ° ° , g Ii - I I Tf�Tf= -1 I I I �I NSULA ION LE ROOF SHEATHING -SEE TYPICAL INTERIOR BEARINGK"B� 't��I (2)#5CONT. , „ 4 1-4 8 (2) #5 4 FRAMING SHEETFOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGd�GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP MIN.SHEARWALL C U.N.O. MN - TYPICAL BEARING WALL @STEP rcG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0° S3 �� �� �� �- �� SHEAR WALL SCALE: 3/4 -1 0 S3 �� '_ �� SCALE: 3/4 -1 0 �S3� - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA GYP. TYPE @GARAGE W!A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs c / ABOVE) W/DRYWALL A EE STRUCTURAL NAILED WI 8d COMMON NAILS @ 4" 0!C SCREWS 7" O.C. SOFFIT SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16 O/C M�\� ors CEILING & 8" O.C. WALLS 2x STUD 10 8"x8"X16" KNOCK -OUT N KNOCK-OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ COIN 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID WlGROUT I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'4' (13302.11) SEE SECTION ClS3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C WI 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPE MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH I *SIMPSON SP1 I I (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR w/ (10} 10d NAILS - r SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR _ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r END OF 2 x PLATE FWWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. TYP. I 1 ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o v - I. ° p. . , Q_ _ D. ' ' �^ ° z 'D = GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi U) 6 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL o FOOTING MONO SHOWN z r \ M - - - ° -0. - u FINISH GRADE oo - 25" MIN. LAP 30" MIN. LAP C ] [GRADE 60 MIN. Fy= 60ksi] d Z _ _I 1=1 III I I I - 11�Ill (� ° • I 1=I I i =) I I' FOUNDATION PLAN D p FOR CLARITY D D O° 6 MIL VAPOR BARRIER T� I I d ° 1 T� I=� _ _ °T° R 1 7/8 - 1x4 P.T. BASE NAILER FOR LOCATIONS) � p o , o I= III--i _ _ _ =i i- I � III=1 I I � II, ; < <' I � i 1=I-I I I � fmiT�E I -. #5 REINFORCING BAR I I- I1=1 1- I 1=1 I I 11=111= „ „ 4 x4 INSPECTION p -_ _ - C - I-�. i �-I I � I' ' I I I • �( T g #5 LAP SPLICE 2 #5 CONT.- ( ) 1 31/4 BASEBOARD PORT AT EACH NOTE: � D r-I ( FOR BEARING WALL * (—III—III—I=, -=! � � , = - L I __ I _ -III- ' I= �" I —' - � 1 i'=' �'=i' *III - I COMP. SOIL. (COMPACTED TO �I I ° _ III _-11=[ .- - _ III I 1 I t I t 111 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1'-4„ 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ - ' - I-. __° 95%MODIFIED PROCTOR ASTM I I I -I I �_ -_=1 I r T -� 10" (TYP.) MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR � I i I, -1 ,. III ... �_= = - -1 I III 1= I I-i I-! - I-i I 1=.i � D1557) I I� II rrzTI 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE -' #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 a a _ SLAB INFORMATION. SLAB INFORMATION. oo z 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 WI A x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR I (- i , z r min. 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D : �• 4 D N a a GRADE ' ° „ AT 24 O.C. MAX. NN SEE PLAN FOR � CONNECTION INFO ' COMP. SOIL. o TO 95% � r - __� -- _ - � ' - - _ _ _ _ �`� - _ _ TOP OF BEAM &LAYOUT DESIGN a 4 - - a . a (COMPACTED 1 I I Tff iTf I 1lT _ 1 I - (1) #5 REBAR w/ OPT. SEE ROOF PLAN - - - 4' : ° a a MODIFIED PROCTOR D1557) -'r� T - - _ -r�� - S E ENCLOSURE - �� �r-� (2) HTS20 FOR STRUCTURAL _ - - _ .- E LT T ,-r, �I TTf I - E ASTM - [ I I I,T�=` BEAM SIZE & N 3" MIN. CLR. (2) #5 REBAR CONT. (1 STORY) I -�- 1- 4 Tr CONNECTION INFO r� . ° .� �= 11'4' ON 3" CHAIRS TYP. V-8" 2 STORY U.N.O. 4 ( ) STD. 90 HOOK (SEET. DETAIL) MIN' PLATE 2x4 #2 SYP P.T. FRAMING w/ _ - MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L d 0S. o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 314" = V-0" S3 SCALE: 3/4"=V-0" S3 w � ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ w > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. � w COLUMN SIZE AND BASE rM „ 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0,4, _ziCONT. BEAD SEALANT SCALE: 3/4"=1'-0° S3 OPT: DEPRESS SLAB 5%° DEEP AND 6" BEYOND ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ..• ,: INTERIOR 2X STUDS @ 24" O.C. U.N.O. ` SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS !DRIVEWAY EXPANSION JOINT , a : -3 1/2" ---- COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8"O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS �, 13" O.H.D. RECESS •' : •,_ •' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I PAVERS `' M `' `�" r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL I I I EXTEND FILL CELLSCO c a EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C. °� INSULATION PER CHART Z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD d I I MAT REINFORCING. c" ' :. r y : �: ,.. ' ... • ...: p CONT. FOOTING STEEL I I .- _ jj_,. _ M .' ,. =r_- � • ' • T) �-� - ,� PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT w F- Q j SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M Z GAD ° -I �'-"'-I I . ;' - - r I- 0:, : ' > FILLED SOLID PLAN FORE. . ' ,- ;.• 4 TENSION 120#) CONCRETE SLAB N w (SEE w a _ _ Ilil ° I II = 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ; 0 w SIZE AND REINFORCEMENT) -' W a ° G• II LU —1 1. 1— U T� a BRICK PAVERS or SLAB PER 0 0 `" 0 i I, I I —I __ z — „ Z I i I •� °. - - t—. 1- I Q _- r SEE A/S3 OR J/S6 111- I ( T- i► I „- 1 1 l— - SEE A/S3 OR J/S6 _ I 1 TR I I Cl)6 MIL VAPOR I _rl I— — 1= L�= - r; i' -I I �1 11:= I -I 11=1 I F '-L-�I E 1- 0'-0" FIN. FLR. - — - - - COMMUNITY SPECS — - ---i — — — _! — — — •, : _ ;— ::- w I j j_ j= !-= I -Tj=j j ;- FOOTING 0 I 1=1 -I -III- I _I - FOR REINF. INFO. 3" IN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - -I I I (�—I I — �I I1=_) I i--1 1-1 I_ I_I I I- I I— BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-p4" (1 ST RY) I! III=111 '-" " "-'' ,, _.• :: .' ..": •' PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( V-8" 2 ST RY ( ) 4" 4" :. •• S v `. '% �,. SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH . ,;. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR §LAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTC. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FbR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= P-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMAtIONi. ,+cw Cn a �a - N O fV t N .� 3 CI, ]C CD dr E `- m _ .... InO C o tj d a Naar, �r�, ti10 V� `... t/ i. �'. �V,•• J E6�i �. O ��• F 1.0 v�9 a'�OF \0 �81/ fffPfllElll,lt1`�\\�\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W dp N (0v 6��� Q N = - W N m ur1 � V � LLSJ 13 LLM Wa _ c — 2M'' W O 0 t IL) m0 T u') r_ zO Nz oi O UU0 0) W 0171 N O z z o o a a. UI c V! d 0 a- � U O W o V W J '— — pE L 8 i z _ � N v o w Q N Of m O w M M < W Z a ZN � O a Z® CaO OO ,..- CI O E X U O Q ao 'O U O N ~ o C � m0 Oz Z, ZY a) m 2 . z z 2 Z g0 W d o a m z � O O � FIB z4 a 0� r= o T- a; N C� co 7, N c6 E co 'S co N M oCU _Cv.) L 00 C: LL_ O O 60 . — N N LO E'— +'� C� M i = cfl f m Ln CO M r T r M T- o CU Z E a f4 CC EL E U _j o a? Q p JOB NO: 22-11681-11674 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 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (lyP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY O5N5��� R T, L + STUD W/ (3)10d LS 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 jt SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ : / - STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING - DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL Ct TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL 1S TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 518" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 0 ° 11 °a d 4 O ° 4 a G 81+ STD.90•HOOK 8„ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. �2 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 96 3/8" 88" 71" 58" WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL \� \ J Q r f FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR ..., TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N,T.S. 4 SCALE: N.T.S. 4 8 - ° - ° 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. 41" 34" 10" 6 3/4" 3112"- 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" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) 1 (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER - (2) 2x HEADER SEE PLAN • INTERIOR HEADER: SQ (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 SIMPSON HTT4 TYP. Op O,S, 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. SQ. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBOLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( } LOU O/C FIELD_ ? a 2x TOP PLATE '- co 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = __ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2t 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT, IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK Emm- 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 s,B., SPLICE STAGGERED ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 —I SP2 -t NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS `SjMpSONSP4 LINTEL / INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 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. 84 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE /- 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C FF SP4 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA KA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" zq (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 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. Cn d a w -.amp ILL- a. r S a th -p CV N C7 C --_Q z C 4 W a � . � C ?x 3 m �dd.fl CD w r i 0 Vet Nffi fr Q� 1. 4 �`- ,, ••.. F �..Q,.• 0'?OFESS�O\ISO l�rdd11!llli� � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q vEQ 0 N U v o ~ - S _ � � y0y N Go N CD N 4 �mv LL �w 13 J4'u- a a Y Z -- m c - W o Z IL m in�OjO' m CO MZ Q � a N OU Z W El ED] M � Z N M 0 00 z a r N Z a c n y W o _ •U w m c' 0 U., o v1 = y �N =:) _ E�- � 8 0 i-4 Is 8 O co 9 M z o z a � 0 ;z o E U z ao o� N U �4H 00 �U Z o °J L W CY C GZ U mO O ZLL r Z C%) Qw � m 3 � aw ox zz ao WN U ��W _ o >° may- °< $3 0 T d' � ui rn ca N a N T "1— T CU 3 (0c O ' O U) 6f� - m U_ O Eo CD CN E_-- O a..rCV) 00 0 04 0 6 Q N r Lo C9 cocM oo '- z m z E a f0 m a E v 0 ¢ rj °�' JOB NO : 22-11681-11674 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 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 1 O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± 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 O/C EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ' • BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS ; NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE10d EDGES AND 12" O.G. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d i 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) /`i ��"\ SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING \ 1/2' CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� ,,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" O C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ i WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I BLOCKING, FASTEN WITH SIMPSON META12 W/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS", TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10d 3" 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ �� O1� J c ' V 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 5 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 Y X-BRACING, AND TOPF SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x x INFORMATION `° 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `� 1 1 00 1/ 00 (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 12 RIDGE FASTENED AT AT 24" O.C. ON TOP OF tv EACH JOINT wJ (3) , BOTT. CHORD FOR 4 TRUSS SPANS 10d& (2) 10d TOE ATTACHED W/ 2 -16d � �j NAI NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" ( D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL _ - (D - 0.207 , L - 4112) OR EQUAL FIRST (4) ROWS OF ; O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT, WALL CONN.@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON MOILS. (ONE INTO EACH OSIDE E OFNON - LOAD BEARING LOCATION BCSAMENUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS f ° IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 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"O.C, ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2x4"T" ON TOP OF PANEL—' I [ I BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ _ .e 10dx3" @ 4" O/C (2)12d TOENAILS , SECTION g SCALE: N.T.S. S5 `- 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 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 'BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(:,5 SCALE: N.T.S. 5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL(-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48 O/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2'"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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.O.) "L" BRACE 2""4" (U.N.O.) "L" BRACE 24" 0'0" - T-01' T-O" - 6"-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) IOd NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN " q INS I Flirl,111111111 cc mm No NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o, d =® o C m x Lu C3 7, O L !n p w W E--_ E a = c 3 � L � ►cr- ��l�11� xSE . c) .� C'g, ie �- �•• S O Q�- •'••........ �fl��j�OFEgS%C* �� !l1111!!1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 b E O M $ 0 O N- m N m � cif M a N M V � LL J LL U- u; LL n _ 0 — n T j f- Ag o 0 Z LLW m J N M J r- Z Oo y W ❑❑ CD z N M og z � N z � � .n VI � z CD (U o $ Ln w wig t— — E v o c 2 • "® CD Jw co Cl) =¢2 os _ a ns E zo oLL >� =� Z® O w? oa (� I— g0 V X UO .0 o E N � i �~ o wo �w a �w d Ma= C Y mo z c �J ?uz 2iw Cn —� Ni ¢ ° z z go Q� o< xw W � � ire 2 ao a� _� r tz �3 Jz 4 Y =F X, co co a= .o r-- L ai rn NCa Nr c6 N - - - O In co `�- Co L- CD DO _ N o � ! - CO o C? Q CN T LO "DQ M 00 f T ai > CD (h r o Z z 0 N ca @ a E U -j of Q CC 0 JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION- SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING - r 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS ( ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F, TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A t- PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL •� NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO W Uj 16" O.C. 2X S.P.F. STUDS 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d j w U_ COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d WWW COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA :51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. KA FLOOR SYSTEM ETAL SEAT ER PLAN 0 - OR FELT PAPER FOR - MOISTURE BARRIER aa- 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 STD. 901100K (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC, KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH lx WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY :4 0 . q .. da 6x6 W1.4xW1.4 — I� I — I I < a a �. WWF OR FIBERMESH— �I{I�II II II I d - • a. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL - !AND JOIST-- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER XE WI ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co U v 4"x4" INSPECTION PORT AT a a EACH FILL CELL TYPICAL a Cn AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE oo 77 @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =1NISH1. I "' 'TI-r \-STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR - (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" FLOOR TRUSS 0° SEE FRAMING WEEP SCREED o cz_ t- PLAN ` , ' INSTALLED PER MANUF. V T G 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x 011-JDS@1""^^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS,1 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON B (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, W/ 8d @ 4" O.C., 2 ROWS STAGGERED BEYOND — ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE — — — �I — I —II— 15/32" OSB ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMYs" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 15/32" OSB F EXPOSURE 1 F EXPOSURE 1 SHEATHING W w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT SHEATHING x II s PENETRATE SURFACE MORE THANY8". I II II II SOLID 2x o x l 111 ill II II II I BLOCKING@ALL z o A NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 2X4 RIBBONS, EACH W/ 4-16d PROVIDE I II II C SHEATHING 0 OPENING EDGES (SEE © NAIL A7 TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL NAILS INTO EA. FLOOR TRUSS BLOCKING AS III SECTION X-X z © NAIL OPENING PERIMETER wl ROWS @ 4" O.C. 8d COMMON NAIL. REQUIRED PER D w = (2) wl w o SECTION X-X IF II II III C III x II II w o QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. WEEP SCREED = � NOT FULL — _ T INSTALLED PER. MANUF. cn - HEIGHT SHEET 1 p II II STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. II II f x NAIL o E o w/8d COMMON SIMPSON HETA20 w/ (8)1 Odx1 1/2" Z II II _ I PLYWOOD1- 0�@ SHEATHING TO ADER RADER - IOWS w > a O rn �=/ 8d COMMON NAILS@E4" O.C. TOP & IIIF11 111 II II 11 EYOND. W w/ (2) OTT.L i.- opr 0 @ NAILS AT EA. TRUSS w/ MIN, 4" �I ( SEE PLAN o h p S j 111 I I I 11 I II I II Il I I S F t w R OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL EMBEDMENT IN KO BLOCK — ? CO W o o I- MEMBER IF GABLE END U(e FLOOR SYST M II I — II I III II CD NOTE: 1�1 W� �11 —II • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE A VERTICAL 2x RIBBON OR HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM terA1 r rl r%IA- ^K1 M1AnnAne FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=T-0" S6 FOR ADDITIONAL INFORMATION. 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. ,--- B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0° "6') NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE TI �/�� a SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 35004. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH n.•� .— . 4 • Ga. III—�- � I, I T III I I -I I hI 11=� 11=1 I - 1-- (3) #5 CONT. ON 3" 8" 1'-8" 8° II CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ( S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION, S6 318" "S" = NAIL 3/8" SPACING 1 C 3/4" S 1/2" Iw� v2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED -FOR SHEATHING SECTION X-X 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.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE o F 0R N� 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 `t WWF OR FIBERMESH M 4, : a. • , a - • Q 111-1 I I —I I III,;,III,,,11 (3) # 5 REBAR ON 3" CHAIR —/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 4'-9' (2) (3) (2) (2) (1) LSTA30 97-1— (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ZX STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE a @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. ern e 0 > LU 0 C-) ci n o C3 -�m>< pa X i CD m _ E c •r at �'/r4k�°°' OWN . ' ' `NS E 6 •.•. Q Of( �� W J •' F I- •• I/'W1(111111M%%\\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O£O Q U N o v m ti M In N 0 ik vi Qj M � J a =_j w " W LL 'L 2 � q °' ° a O U) O. c' m Z r ) Mz d r ILW ILW ,n N VZ 0 OU U) �� z N (h O z � N z o � M V) z Q) 0+j - LL c13 w U g OLU g fn � � N R5 F- U w w L 8 i < N m o co �W M __j z ¢2 ° s z E Wo o EE U . Z® 0U a W0 K O a�z � O °z o N <� o < w ¢0 n3 C !_ = Y U m� ° 0 Z ' N 3 m W Q W �z g° p �W oCD O zla aF 00 3 c T Gi N .-- c6 r (o �n C O ' Mn O (1)M �- Q m CD 00 CD NN N Lo �_-- ♦�,, C7 Cq cn co Q CV 00 m 00 v M `-0M r = O Z z E O E a.a 0 a o JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. S6 (MONO) 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE WSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8" ♦♦ DO NOT DO THIS �� ♦ ♦ 2"x BOT. PLATE W/ (2) 1Old @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. ,'' ' /, ` APPROVAL FOR CONN. / 1x4 1 X 4 ♦ ♦® #5 REBAR (TYP) �. 3/4" PLYWOOD DECKING GLUED r, ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" @ 1x4 P.T. 3/16" 0 X 3" LONG 2 ROWS 3/16" x 3-1/2" FURRING 3-1/4" LONG X 3/16" 0 FURRING / / FURRING O #5 REBAR ♦♦® ®®® AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS(TYP,) TAPCON 16" O.C. & 4"LL,,2X8 ♦♦♦ TAPCON. INTO @ STAGGERED @ 16" BLOCK@ SPACING 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 t� DETAIL O.C. 2-ROWS INTO Z" EDGE DIST. ATTACH ���• 2x BAND JOIST W/ FACE NAIL 1 Od PER MANUFACTURE MASONRY THROUGH ►r 1x8 w/ 2 ROWS 8d NAILS �� �-�12 DETAIL O 3 DETAIL ♦ *TD. 90° HOOK (TYP.) STD. 90^ ♦♦--'�►� @TOP & BTTM CHORD, AND (8) 1x4P.T.&1x8P.T. STAGGERED @ 12 O.C. FILL SOLID ♦ ® BOTH CELLS HOOK (TYP.) ♦® ®� F FACE NAILS10d@TRUS3VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT j = / METAL SEAT PLATE O.C. 4" FROM DOOR JAMB (REFER / & APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN, /%/ 2x8 P.T. w/ (2) ROWS 3/16" ®.1 ♦♦® BAND BOOTSTOM OF CAL -1/2" TAPCON @ 16" x 3 1x4 ♦ .. APPROVAL FOR CONN. / , / (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINGNo' SIMPSON HGAM10KTA 12" O.C. END H B @FIRST COURSE @ / 4" FROM EACH w/ 2x8 P.T. ATTACH SECOND PLY w/ �� - ♦ w/ (4)1/4x1 1l2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦♦♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1/4° DETAIL STAGGERED @ 12" O.C. 3-1/411 DETAIL NOTCH WEB AT THE .�♦ FIRST 2 COURSES TITEN INTO K.O. BLOCK ±rJn ♦♦♦. ..�. -- BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. �S SCALE. N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WiGROUT 2'-0" 8" )T2- 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING - BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)114"xl 1/2" SDS SEE NOTE 1 BELOW • ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4"TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '• ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM i I ALUM FASCIA BRG WALL TYPE -�--- FOR OVERHANGS BETWEEN OVER 1 1!2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN 1 I 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' " a~ '. •• ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)1Od NAILS 2x8 AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, SS NAIL w/ 5/16 HEAD DIA. @ 24 O.C. OVERRAN •.. •. •� CONNECTW/8d NAILS BRACE/BLKG. N.T.S. _ FASTENED PER 1 NOTE 2 BELOW—(—N—L CONT VENTED OR SOLID SOFFIT ;<'. ". x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2CONT ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACEAPCON 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (** ) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START" OF ARC IF TRUSSES USED W/ 3 #6 X 4Y2' WOOD ) O NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � LISTED IN THE DESIGN CRITERIA ON SHEET SIN. MIN, 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL r 1Ir n -O 5 -Ou SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED i PATTERNOlLf SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE - @ , ° ' yD B_B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8 PER NAILING SCHEDULE ALL s ° �•• #5 BAR '; SIMPSON STRUCTURAL SOFFIT CENTERED W/ n BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SF01 . 9 K ' °b IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► ° • •' 9 KNOCKOUT/ N 8d NAILS REV. 09.23.2021 > 114", INSTALL MID SPAN BLOCKING PER _ s •d . THE SOFFIT FL PA INSTALLATION CRITERIA _ ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. WI (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING jI b PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ x (3) SIZE AND REINF. PER PLAN j --- °• VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY r LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 GLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .e DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O 2x VE e STANDARD o BUILT UP PLWD. BUCK- '�hq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °' > 9� HOOK w SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4E + + NGT (2)1 Old NAILS @ 8" O.C. h #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD + + TO TRUSS TOP CHORD FILLED CELL - - - - • ' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .� .• �.- .• • �.� .• .� .• • r .•Sk THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" TRUSS + REQUIRED TO + + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP r ®s SCALE: 3/4" = 1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °'®° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8"PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN, HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20aPANEL g. SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M, AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION rM z 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 WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = 1'-0" SS O (EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- " U NON SHRINK GROUT. LAP REINFORCING NOT LESS'THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE ° p v SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL = ° ° w -' U A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ' o e I = - I— � FLOOR PLAN FOR 1/2 NAILS TO STUDS & (1) - MORE INFO ¢ T _ > �� III If 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO • PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ , — L' D I"11 EPDXIED w/ SIMPSON SET ., "SET" U Z - EXISTING FOOTING 2 #5x6 IN CONC. () * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL j A '` "` "' SMOOTH. DO NO FURROW. REINFORCING PANEL o ° .: TI I= Tf EPDXY MIN. 6 EMBEDMENT & 3" MIN. EDGE DISTANCE ¢ _ U) "' N FILLED CELL "4" — DRILL 3/4MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT '' " L -- GRADE u. a TT� SET BAR IN EPDXY,: FURROW. MAINTAIN UNIFORM JOINT WIDTH. : 6 MIN. LAP ¢� p . ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN ° Q REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECT 10 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING OR WI D SPEEDSUP TO 110 M H*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. OF GLASS INSSCALE: 3/4" = V-0" e +�r o ® _ W L .0 .� n, cc N C f0 O d V ' O N11IUAare� eey�*,�1111 O W N xk '2z", o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 W �E 0 8 (� C p h 0 M v u Q C u_ W CoU_ V- a. ♦� W Z N C Cp W w Z 0 N m ° Jau')MZ IL 13 U oO L W 0p z N M o g z W � laws z � � — N M I� V O 0 r.r.r s V) W � notU d F-- s - 8 I x� U o ¢ N co M • e l� o < � M o z E W K Q ;z o E L) �� rz Za o": (O �OU UO N i ¢a a o ¢o O W Z �� rp CO Cy z mE O OK Z NN ym ¢W 1Z 5Z f1 � 0� N W WLL <o .j ci l ma >° a .Lo T L ai m N t� l� r- cQ E ca N Lc') co CD fV � O' Lc-.) M T C m Co CD O 00 �'- Lo p N N N r N Ltd oM N M Cfl t M O • Q N r- N �- LO E O r- Z z N E O i � m tl J Q J JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON _ OTHER TREADS / 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) �`tW SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING V VP%LL ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 4RS IN WALL I --2x12 SYP BEARS IN WALL ZZA 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP i AND NAILED TO FLOOR WITH GLUE (SIMPSON1)1Odx1 1/2 12 w/ AT STRINGER CONTACT POINTS \ NAILS) / (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 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 4-2x4 BLOCKING FOR 2x12 C- 2x4 PT UNDER 2x12 JOTE \ P L?ATTACHALLCOMP / TAIR TO CONC. TAPCONS @ MA —ATTACH ALL COMPONENTS 1x4 GLUED AND% OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / GA TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP r MUST NOT TOUCH ' ' 'STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLUE NAILS) STRINGER CONTACT POINTS \ \ / SECTION VIEW " D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D; D SCALE: 1 = 1 -0 -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND r< 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS [.l / 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIX4/GLUED AND NAILED TO STRINGER �-`OR DRYWALL SPACING H SECTION VIEW E SE SCALE: z' = T-0" SECTION VIEW "E" CTION VIEW SCALE: Z' = 1'-0" 01` A F 2x4 STC 2x4 SCALE: 1" = T-0" NOTE: 2x8 1 \ DRYWALL STOP \ NOT SHOWN \ / STRINGER \C OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT 1 t-(2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" YA F SECTION VIEW SCALE:.2 = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING POST LET INTO OCK 3E ]NG STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED ?X8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES SCALE: 1" = 1'-0" JOINT _TO )I STS) NAILED AND >TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT .TO )ISTS) H 2X B[I(OCKING 2X STRINGER PSON MTS12 w/ ' 10d x 1 1/2"`NAILS \ZND OR 3k 2X BL05KING RISK / VARIES-,, ECTION VIEW "H" SCALE: 1" = 1'-0" N co `o ,o > 4J cc,L mg C= - --arc c rs a *n M C= CC r N E L c eu C3 � 3 as � rs. � c � o '� ,,�>>�U1111tHlNe tf 9.Q W N�°f�i Nus =Caj• �� C�v • d • g cu ®;r ROSES S\O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 4 p M 5N N O 2 � _ ti N M0M 0) ^ a J 0 M !j 4h LL Q LL w JLLrL t7 LL Z -�� a r o 0 _� r,a o 0 N W 0, W 05 CP . m w 0 Z L NZ CO J IL �n N V o Z O0 U cn W pp U � N O z�§ z g J U) M N q � 0 a-.J v� V 0 �V) U3 X U W J r-- _ E S I 2 I s L y CD ¢ W Z cM M LL_zo w o q >� mE w°Zm o- o E U F rT3 0 o 00 �0 E H °zO azL rot- mg o zz- z 2 zz '� C0w y a ° o o Z noo W $3 z o � < -o0 et w 0zl¢ o '_—' U 3 c o r > d' hi Ca N 0 C� >, N rca cs� c O ' O Cn M Lr'.) C m CO CD coo C= .--- O N Cy N L ? 00CD y--• c I CO d CT�j Q CV r U-5 0o Co 00 r E M r = Q Z c iri E O a E v U _j Q p I _j JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. ST i r; Zr *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. ALA X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH 1F REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BILKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH IT[ ❑ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg XB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --� LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=1'41 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 DIAGONAL - AT 8'-0" MAX TRUSS SCALE: 1/2"=V-0" HIP G.T VERTICAL SCAB 2x6#2SPF48"O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT PROVIDE LAP (2) SIMPSON SDWC15600 SCREWS @ F. SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF I FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION an EXTERIOR WALL / 3� SCALE: 3/4" = V-0" 2%0" MIN. LAP SPLICE 1'-011 6" 6" 1'-01, 6" 6" 10 TYP. O O 1 O O O I SPLICE O I O O O 2'-01f SPLICE BEYOND PART. ELEV. VIEW DBL. KO. BLOCK MIN.1 MIN. TYP. a El' F-1 24" MIN. (2)2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER W/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. W/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" t PROVIDE 30" LAP SPLICE @ F.C. REBAR. q �-(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. IZSI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 7ALTERNATE: 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 TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.---,,, PRE-ENGINEERED ROOF --� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASOI SEE P DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=1'-0" M\_10,•I TnCAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6)..162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL CEILING BOARD ABOVE AT EACH SIDES 0'��R °�°"°7•'L` 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"x�" 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/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 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 w U z ,_, ga STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _ VARIES W/ ROOF SLOPE MIN. 2X4 #2 SPF P.T. CONT. W/ (2) 4'x3" TITEN2 SCREWS @ 16" O.C. — TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK 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/ BILK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d �WEACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1 x P.T. BASE NAILER ONE SIDE OF THE ,---STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREAS 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED (4)10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING �--..`-_ SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOE ORD BRG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) TYP. "S" MORTAR (TYP.) 8" CONC. BLOCK (TYP.) PER UL905 a 1x P.T. BASE NAILER LO Cn a 6x6 W1 AXW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 Z. (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 811 (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"=V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. -----_ (2)-1 X 4 P.T. BASE -� NAILER BASE BOARD PER SPECS. �� CONC. SLAB SEE FOUND. PLAN---\ 6 MIL VISQUEEN SEE PLAN TOP OF PLATE ' --TOP COURSE W/ �--- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 01-a° F.F. VARIES WITH SITE GRADES SEE PLAN rC*4�s, s®" cw `� W LU C3 F` " �•—Q .� 2 �. 3 d 'W'. s t d N Q� f0 p 0 `A��yrt1111111II111111//I, t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contalned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Q 8 5 IN N m S� W C .W3�? N o N rW wF-r-- al M O a U_ ti Lu J LL Z rn 1 t2. a 1 o W �caN� 0 Wr°n � OCR m w CLZ N Mz d W 0� z 0 W p� Z N [h o� z 1 z o ❑ J M N z _ LO I , g cn � W �ul ®Lu CO W J `- - E all _ s I z U 8 40— OCDZ o�r= Eo14Hr6 X° 0oE 2� o of Z� O N z a o aZ Wry 0 o0z�m` mo ZNC Im � U Wd 9 <A Wz O co Wi�a2 lzro U-) T Eco ,--- ICU c O o , ° � L O O 00 T O N _ N N o U-) O co CN 9 t0 1 C( N T z LO 00 � r M r M w c� *- 0 o E 0 a EO C Q a (� J Q p JOB NO: 22-11681-11674 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' MASONRY •4. WINDOW BUCK 2) SEALANT JOINT 5 SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 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 39" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL 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 as9iinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER JE BARRIER & ',ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WPQ7) ED FLASHING SELF -ADHERED FLASHING V-4" PER PLAN V-0" PER PLAN SHOWER SEAT G WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING vJ SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q W m Z N' IL a- cr a a- T W 0 w w z � LU w O rn 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 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD !LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 I I I I I 1 ------------------J i_ ` / PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied _7 - _ 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. 1/ �U /' 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 22g 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 Ism 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 mechanical) attached flexible flashing shall be pp g y g� y g FLASHING SELF -ADHERED FLASHING � 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 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 DHESIVEASSHEXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall 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 SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. -1 174 Water Resistant Barrier 7. 7.At built�in clutters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WR13 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WR13 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 Cement Piaster in accordance with ASTMC926 over wood 2nd floor {! ; Note: The building paper and metal lath must be I ---------- Cement installed over the top of the weep screed. \STER STOP Plaster NTINUOUS BACKER ROD over block EALANT 1 st floor VIENTITIOUS 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 ems'. r `. O � e 0 c� CD -c !U > cu J, c o c m w N -:� m x C LL d 1-• N' COO i _ �r -- ao E y iv � m sr -2 Cn C $ o. � V N a 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E 0 0 co a 0 � 0 � Q N N M 0 � ti C -J w W 0 - o a Y LC N Q z i W _ _ o 'ogti0 O W itw ILZ Z' 0 Nco Z a N OU o W ❑❑ m 19 = o 0 z Z � J - Ln M z a0 o LU J 0 W S ^ v W RigL J � (p xl0 U _ N iJ a t • c U) a m C) o � J ce E z Y Z 4 � ® I - � gO UO O z r¢ O ¢ w Z •'a' r`p a o Y m o OZ Z, Z i J xO ¢w Cn Cn ¢ d z �o 'U 2 Q O¢ a tN W W WILL 3 oLL 3 o w ¢a Fro O u w it 0 z�a 3 c o T d' T ~ � > L0 c-6 IM N ico (D CO r C 11) CM _CVI> �..� C p° 60 U- O _ CN o U-) C? C co d' 3) Q CN T IO 00 M 00 r t- �; E z z E O N �, a d U -1 Q 0 JOB NO : 22-11681-11674 SCALE : AS NOTED SHEET NO. WP iJtoiunting Bradtets (10 G; +112*x 4-11aa x1-1,2, 11 Scrl¢ws AIC Urdt Ql onvm Edge �la�#l9Er5 Fm # C p T4�S Si! Set � khsj:Mtats, May tiie-cut tow) Left Bracket, (16 GauQe) #t 4 Self-Drilin ScremThru Brackets B tkCr&sSuppaartInto AK JoitaptomSide (Typical: -3 oath side for huriricarie use) INSTALLATIONI: �.4sssritafspn lf8erl�al.w.. ad, ikwls{elt Yrrlfl-c���ut'a'KbfCdtrG f 113 ixw d "Pep fael"M Florida Depefkrieret of Business & Professional Regulation Painl al BulklingCodes andStandards 2narspzt ProductP ppfoval Application Detail pntlty or 0@10 Mill plate P na ggtq _MQ9 Warbled alaiutlaoturer.. coal Ehaloeer6 U"Res validated 9y. validated. 8rrbmined Fill Armfoval ADoroyad mtug Afiim,efion. 2020 Seed Vent Products, Ira kfch mGek.. Harms. F, Norere, PIE. Locke Bowden P:E,12MU202ir 1'211enoal 1228t2020. Appraad cwogolyr. Structural, components (877) 441.t)Vl PE7877$ (334)SOD-i800 $VbOatogory: Feoduds introduced as sawti.ar' int000madaent.mm NpwTeahnology compliance Method: Evaluation Repod fir- Ficdda ReglstersdArdleat era Ucrosed Fiorlda ProtesSWnd Enginaet Quallw Assurance PA�for Use Aoorovefortisa-. Im I&ft ila PCoduatipo Nl:fhanhaaMere HrodgptDascrmtlan Cmtrad E.Jrl10.1e In KW Dutafd. NVHt $eaisiard Pressure 1 EmarlVam Mader gis,t(WO Dual FUhatian Floodend Vent lbn Vem 12,312023: Yes Yes NIA a100t^100 2 SenrAA061 Model#1540-fl T Dua(Funetlm Flood sad V rd][M.Wel IV 21323 Yim Yes NIA '*100E`loo 3 SmanYml 06daf#1540-520 Insulated flood Yet 12J3112023 Yes Yes NIA r10DI too 4 &nadVml Model#1540.521 hsutaled Flood -Vent 12GI=3 Yes Yes NIA +100A100 5 SmatVant Mgde1#1540.529 1WUd;,Gare90 Doar Road Vent T2%d1gp23, Yes: Yos NIA :N!A $. SmaHVent Mddd#1.5ao570 Wood Wdl In sulated Fkod Vent, 12131f2tY13 Yas.. Yea 41A +1W,100' 7 aronVent Modal p1540-574 145aqud; Gang. Door Flood Vsll 12r3if2023 Yes Yea NIA NJA Florida Department of Businose & Professional Regulation Building Glides arid, Standa rds. Product Approval A.ppOcation Detail MWI T Pri° 104=1 Coot 2C Irk 129k Data Peeldlea ¢319; Zyge V Ibn. ,#cturar gill Enbinnr&Lictlrne Vaadab'd 0y widaw Submitted FBC Aoormal 80MYPA Rodaioa :'44 Drexel Mottls nso, Jason s urosb Zachary R: Priest Wake80odep RE, CBIIOII020 38i00090,oil) 0V 2o20 101=420. Approrasd. Cki4goty: Roofing: 45oz aas-lml PE7402t (334)500-t80o *W)C tegory: MetalRaogno. ishumetalRol-re :aqn CorMitanae Method: Evaluation Repot from a Florida Reglstsroffkahaect or a L'sensed Flaida. Professlanal rslglnna.r : Aisprovadforl.0 Aoorgygtl far Use )moact, DeaWn Sea:#: protluet Model Nuhaler or Name- ProduotGesi lodon coldraat Exmrat nD8 10. In HVAZ' outsids HVHZ:: •tteslstatrt pre�rire 1 DmM Metal R..Ilmi;9ystems DMC 100N4u,'OMC 1508E CMG:1755, 13W2003, 121312¢25. Yes No WA W7180 DMCEV. - Florida pepartm6fit of Business & Professional Regulation Building Codes and Standards Product Approval Application i]etall 1 e9.2 ad 1252022 11 NEW III 1 1111 :EFfd9 _ EniiN.pr D� Data Pentllno Ts .. Varslun A1Anufadturar L Ib�4 Engmeer&Lloanae VatiktedBV Vali sited 5ugmiltad, FaCAptlravar Approved Stotua Revision 2020 Tborma-Tru Corporation Steve Jasperdpn Lyndon F. Schmidt RE Ryan ..l King, RE 0411572021 12C.11/2020 44122+2g21 061082021 Approved Cate9ay:. Exterior Doom (800)043-7626 PE-49AM (8i3)7&7F>,555 - SubCategoty: Slanging Edam Door Assemblies s)asper_.@1lherms tnt:w 1:00" attoo MOthrod: Evaluation Raportfrom:A m - rqt&1aRegi Wesel grchitoofbra Licensed Florida Professional Engaleer -- quality euranc4 /Cbbr6Mod forUsa Apurovad for Uso ..;Tenet- besinn .69LI product Model.. Number or Name. Product patNMlpn DpMract Exorratlen Clete :in.NVHZ Outsidr's 14VHZ' Resistant pressure. 1. a. Therms -Ten Flber•Chssio and Smooth -Star Nominal SSAM8.&q otlawoAquot opaque 1213i12022 Composite Edge Fibemlass,Single 'Do., NO Yes Yes WA 2 b, Therms Tru Flbie.ciasafc and smocxn-Star (InRwfr,gl0utsttiRlg, XmnNgurdon) Nominal 8&#89;8 &quot;IMpAi*uot, Opaque 126VM22: Composite Edge Fiberglass Single Door'wdh' No yes. Yes: NIA 3. c. Therma-7ru filler -Classic ancl�Snusoth-Star. " 9ddRe(s) 01;:v rig/outavwngl XO OX or QXO configumbans) Nomihal 0&ti3&,8 &qufrClmpact$cqugt Qpag4- 12131I2822 Composite Edge Fiberglass Double Door vdih of Wthout,Sideltes inswuglOute M 0,XXO No 'Fee Yea. NIA' 4 d. TNerme-Tru Fiber -Classic and Snaoth-Star ving; m configurations) Nominsr8&#30;0&quotlmpaot&quat; Opaque 121311= Composite Edge FiberglaAa Single Door ' No. Yea Yes N(A. 5' a Therma-Tru Fibbi•Cuesic and Smocth-SSr - (Inswirlowt8wing, X moflgUrOilon) Nominal 88489;0 &quatimpact&quot Opaque 1Z,311= -Comptlsite Edga Hberglasa Seigle boor weir 1-11lQute;wing; XO, OX OXO, Sid No Yes Yes WA a f. Theirma-Tru Fiber-Gasatcarid Smoalh-Star 1170 or donfigurationa) Nominal 8&0%08quocirnpactaquot, Opaque 12/31r202g Composite Edge Fiberglass Double Door Win or o)(Ko No Yes Yea N/A 7 9 Ttlarma Tru Fiber-CYdsslo and :4 m"h-Star . wthoutsidefites (Ilruxwng7CuMwing; XXor coMigurslton5) Nominafs&ff39;8&quatlmpaO&quot, Glazed!12131CO22' ... 'Campgatte'E111p Fiberglass B'sigle Door No -Yes'.; Yes . N/A 8 _ In. Therma-Tru Fiber-CMaaic and: 6moofh-.mbar sv. (InGglQutswing. Xcradfguration) Nominat5&#39;88ayuatlmpagMquot Glazed 12131f2022 Composite Ease Fiberglass Single Door with. No Yes Yes WA 9 'Thelma-Tru Fiber- is and a r I. F .Clara Smogtfi-St'a detite(s} (Insning/OutsvanI; XO.OX or O)tO:. 'configureetio p). Nomin 98 ua I a trio Glazed 1 131 al68dKt , &q t rnp ct&q t 2 P2(322' Composite Edge Rber'gims Double Door Win or vdllxs%elttes No Yea - Yes WA 40 ' . Therms-Tru Flber.Olaaslo and Smooth -Star 0nsmng1Outswing: XXor DXXO wnflgurationa). Nomin I.Glazed 12M12022 Composite Edge Fibb"Iii a Sng a Door No Yea Yes NfA 11 'k: Tborma Tru Fiber-oasslc and: smooth -Star (Inawngloutsvlhg, X conegumbon) Nominal 8&#39,0&quotler"d&quot Glazed 12Y31Y1g23: Compos le Edge Flbergiasa Single Door YAW No Yes. Yes WA 12 I. Tharma-Tru Fiber -Classic and Smooth -Star - - - deltte(s) {insrnnglQutawang XO, OXor(X7 cOnrngura5ons) ruominai 8ump &quetlmpaomquot Glazed 12MIF2022 Composite Edge Fiberglass Double Door with or No Yes Yes WA 13 mia Smo a in The -Tru Fibao-Classia and o"at widloutSideltes (lrwMnglOutsvnhg; )QXor OXXO wofigurationa) Normal 8&#30'8 uo I as ua Dazed Molded 12/3112922 N al Open Composite Edge Fiberglass Single Door No Yea Yes WA 14 nTnerrra-Ten Fiber-Gas&lc and Smooth -Star (InswirlgAOulswk� Xmtlfiguration) Namtnai fi&#39;8&quptlmp4ct&glrbt OfAzed Moldetl 12,l31=2: Open Composite EagerFlbbrglAea9i119l8 Ddbr Wth No. Yes. Yes. :WA 15 o. Therms-7ru Fiber.Classic and Smooth -Star. Glazed Molded'Open Sldegte(e) (nawirrg/Oiitswing; XO, OX or OX01cordrguratians) Nominal8&#39;88eiuokimpeal&quot Glazed Molded i2rsir 22: open Cvmpgalia EdgsFlpafglasa Doubte000ruritn No. Yes- Yes- NIA= 16 p♦Thame-Tru Fitter -Classic and Smoot4st r or -Glazed Molded Open'Sidelifes ,Inswttlgl0utssriigi XXar OXXD sordi9uratiafrls} Nomma188H ;8$cyuotirtpact&quaY, Opaque 1213V2022- Composite Edge Fl llergiass Single Door with Moded. - No Yes Yes WA: 17 q<Thernia-Tru Fiber-Classlc and Smooth -Star Open Srdalite(5) (j,nsvnnQ1.OgtA0n9"',XQ 0?600XQ configuration") Nominal B& W,,$,iiquotInWc*-*;Opaque 1213112tY22 No Yes Yes WA am4. Wadud Modal. Numb- or!JameProduct .m criation 9' 8G45570(Laega ell trnpaet) 'VInyl Sivkng telasa Door Yes' Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic andSmooth-Star (NON4MP T) FL20 1.1 + ..0/ 7,0 psi 12/31/2022 ThermTru Fiber -Classic and mooch -star (IMPACT) FL20 8 +67.0I- 7.0 psi 121 1/2022 Therm aTru Fiber -Classic and Smooth -Star 0 MPACT) FL2047 +80.0/- 0.0 psi 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332,.1 - FL15332.5 + .0/40.0 psf 12/ 1/20 4 PGT Series 5570 NO A 21-0205. + ,71- 8.7 psi 4/1 202 . Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 7) F18248.3 +31.0/- 5.0 psf 12/31/2023 Wayne -Dalton Buries 8 0/81ti0l 00 #1123 (16X7)FL8248.10 +30.0/-3 ,5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 16 FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL L+�1�J141'EREQ Dim •, i f AA G Inc Cumes Digs on o D« 60717071727 7 a d 847 Single Pairs of ors 47f n gl D© FL11537.1 N/A .see ' nst ht � i 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 + ,0/- 0,0 psf 10/8/202 PGT Series 5500 F L239,2 NIA 7130/2025 Pella Corporation Series 10/20 FL11205 +35.01-35.0 psi` 6/1 /2027 Pella Corporation Pella 10 Series FL16603 + .01- 0,0 psf 8122J.2+023 B. HORIZONTAL SLIDER MI Windows and Coors Series 188 FL15351,1 +55.0/-55,0 psf 2/16120 4 Pella Corporation Series 10i20 FL11151 30.01-30.0 psi 3/27/2023 i Pella Corporation rt g Series 10 Sliding Window F 128 L 11 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 ++ .0/- 0.0 psf 413/202 PGT Series 5520 FL243®5 NIA 4/30/2+025 Pella Corporation Series 10120 FL6694 +58.0/-50e0 psf 7/18/20-24 r on Pella Corporation p i 10 Series Flange Fixed FL16280 NIA 5/2512031 De N14�LLiO�N a Doors MI Windows and or Series 57fi4 FL153 3. 5 2 N/ A 12 3 / 02 / 1 2 4 PGT Series 5500 FL261.1 N/A 5/26120 6 E. OTHER 3. PANEL WALL A. SIDING Hardie Building d. ,lames Hardr ild P� Clem Bank La Siding and HerdilePlank .La Siding p p g p FL13192.1 - FL1319 .2 2 NIA 1.2/31/202 B. SOFFITS F Alside Solid and Vented Vinyl Soffit y FL15272.1 - FL15272,2 +75,0/-75,0 psi 12/31/2023 Alp ha Aluminum Inc. t Solid and Vented aluminum Soffit FL16544 i 5 54.2/ 54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S GAF 3 Tab.t Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLA'Y MENTS Tamko (for Shingle Roof} 151b Felt Underlayment FL12328 N/A 6/29/2023 PI glass USA, Inc. (for Tile Roof) POLYS71CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Products, Inc Honda Metal5 Vent RV 10 FL21 8 0 .3 NIA 12131 /2024 L o Inc omanc � n D- A-4 Exahr�st Vent FL17202.1 +.. -. 97.5/ 97.5 f psi 12/10/2025 E. ROOFING TILES Bra 0 1 Tile Villa 900 FL7849.27-'FL7849. 8 NIA 12/31/2025 B orat Tile Saxony 900 FL7849.16 - FL7849.20 NA 12/31/2025 /2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SS, DMC 175S, Dill 200S1 DMC 5V FL:17679.'1 +01-180 12/31/2025 5. SHUTTERS TOR PANELS A. M AN LS S Global Protection Products a Galelenized Steel Storm Panels- FL'15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS ONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B TR S PLATES B. U S i o nt IT+iI'� Buildm Corn ne s g p Alpine Truss Plates p T � FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries Inc.. t s e True Plates F 9 .1 - FL2 97 L21 7 L 1 .5r NI ,t� 1 131/ 022 2 ,2 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, L L FL£527,1 - FL16527,5 NIA 3/31/2023 D. MATERIAL Gast -Crete Corp. High Strength Concrete Lintels NO)A 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NA 5/25/2024 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Paige 1 of 3- I =2a2g Entity ar Date ,> eto ;Tyke VeNIC MtrUraotUee Contact Enpilteer &License- Validated av Validates[ sunmmea idat FBC Annroval FpCAb rove AouroVetl zsrdtusr Revision 2020 Thelma-Tru Corporation Stwe Jasperaon Lyndon F. Schmidt, P:E Ryan J. long PE on23f2020 am2r2020 o7129/202D -1011312020 Approvod 041:49oryt Exterior Doors (80018437528 PE 43409 (81y):767,6555 - ' SubOatagory: Swinging ederior Door Assemblies s)asperarin�tharmalru.bp Comollanee Method Evaluation Rapo orom a m Florida Registered Archtector a Licensed Florida Proressfonal Engineer -• 4 - sea Product Model. Number or Name Praduot Desert Wart Qualliv Asaureno, 2WItractExpirallon. Aaaroved1brUse Aanrovadfor Dane In HVHZ. Use Outside-HV14Z 411vact Resistant Desjap Pressure 1 a, Therma-Tru Fher.Cjssaia and Smooth Star. Nominal 6&#3e 8,8quoglmpaot&quot, Opaque Composite Edge Fiberglass Single Door iwlt2022 Yes Yas Yas N(A. 2 b Therma-Tru Fiber -Classic -and Smooth Star (lrmWrrglOulswng• X configuration) NominaiBB#398.&qua;impact&quot Opaque Composite Edge Fibarglass Single Door Wth Mar lMlIM22 Yes: Yea. Yes N(A 3 mtherma-TruFNier-Classloand Smooth -Star Sidelts(s) (Inawirrg1QutsW ng,)01 O;ko conflgl)radona) Nominalb&#3g,'O&4uotlmpact&quMOpaque Composite Edge Fibetglase Doubt- Door with or lw3112022. Yes yea Yea WA 4 d thelmna-Tru Flber;Claaslcandsorboth-Star Without SidagtesXX or OXXO configurations) Nominal 8&#990:&quotlmpact3,quo1iOpaqu6 Composite Edge fiberglass Single Door 12012b7 Yes:; Yes Yes NfA 5 A. Theuma-Tru Fiber-Classic'ano Smou"tar O nsWt060utaw1n2; X configu ration) Nominal aling,0 &quotlmpscl;&qua QPaque Composite Edga:Flberglaes'Siegle OoorwitYi. XQ, 12J31J2,D22 _.. Yes: Yea. Yes. WA- B fTherma-Tru Fibar-Classicand. Smooth -Star Sidelka(s) (Iroawrng Outsw ng, OX qr OXO configurations) Nominal SUBS; 0.Squat; lmpact&quot Opaque Composite Edge Fiberglass Double Door with or OXXO 12I312022 Yes. Yes Yes WA 7 g. Tbamil FlberrXiassio.ond SrfiOath Star wthoutSldelhesl(Ino0inglbutsivin, XX or can$g uret one) Nominal8&#39;8&quotlmp9d&quat Glazed Composite Edge Fiberglass Single Door 12131)2022 Yes l Yes: Yes NIA 8 h. Thorme-Tru FibeFOlassa and smooth.Star . ' (Inswing/0utawirig; Xwnrgural[an) Nominal 8&#3&8 &quilt lmpacE&quoy Glazed Composite Edge FbeMlass Single Doorwith " winglOutawdng; 12t3112022 Yes yes Y?s NIA . 9 iTherma-TTu Fiber•Chssiv and Smooth -Star SideiRe(s)) .OX or OXO configuratona) Nominal 88#39;8&qumimpaot&quct Glazed. Composite Edge Floarglaaa Oaubfa floor wdth:o' CXX0 1313lam Ye's Yes Yes W-A t0 j: Therma-Tru Fiber-Clesslc and Smooth -Star witltautS(delges,(jflsNAngl0Ohfnt�ing; XX or comiguratlona) Naminal88#39;0 Squet,Impact&qual; Glazed-. Compderl-Edge Fiberglass Single Door 1213tt2022. Yes:. Yes. Yee WA 11 kTherna-Tru Fiber.Closale and SmAoll Star' (InavartglCufaw X configuration) Nominal 8&1i3g,D$quatlmpad4=1 Glazed.: Composite. Edge'Flbergiass:Slilgle 0abr with QXO 12t31J2022 Yes: Yes Yest NIA 12 1, TherMRTru Fiber -Classic and. Smooth -Star Sidelde(s): (Ins viinglOutsmag XO, OXor confi9umtiona).; - - Npminal8&# t7:Bquoklmpact&quot Glued' Gompoale Etlge:Fiberglase Dellbl0 Door vnth or 12/3112022 Yea, Yoe Yes. N/A 13. rn ThemlzTru Fiber-Classlca nd Smooth -Star without klalita:(ire ing/outcairm,XXor0)0(0 configurations) Nominal 6443gtl &quotfmp2d&quot Opaque ComposllaEdge Fiberglass Singh Door pAth 8quoi;t>lofrlmpacl&quot,Sldelfte(s} 1213112022 Yes, Ye6. Yes NfA 14 n. TherreAl Fiber-Clasalo and Smoo# Star (ImvAng/Ouiewing; XO, OX or,0XO configurations) Nominat88ft3ff8 8quarlrnpeat&quo5 0imggtta 'Composite Edge 1!141 ass Double 11 o-O h 121311M22 Yes Yes Yes N/A 15 p: Tharna-Tru Fbpr-Cl sssw and. Smootinziar &quotNon-Impactsquot: Sidel'des (lnsMnglOutsWng; ¢XX¢ conftguraipn) Nominal 8&ll ;) &quokimpor.'t&quot Opaque Composite Edge Fiberglass Single Door Wth &qupl;NlolAn1pad&quo1' 1213112(122 Yea Yell 'roe NfA 18 p. 7Ft)ama-Tm Rbar-Closaaandl Smootn-Star - Sidslite(s) (Inswtrgi0ulavnr4; XO, OX or qXO configurations) Nominol8&1139„0 &quot;lmpact8quot, 11 quo Composhe'Edge F768rglasstalble Door wfli - 12351 aw Yes Yes- Yes` NfA 17 al. Therma-Tru'Flier-Classic And SmoothStar &qudtNon-lrnpad&quot; Sidelites:(InsmngfOutswing; ¢XXQ cotr(gu7alion) Nommal8&#99,8,&quol;Nonlmpod&quot; Opaque: Gp'mpdslto Effie Fiberglass 6fIY91? goer 12131=, Yes: Yes: No NIA. 18 r. ThemmrTru Fiber -Classy and Snooth-star onawirsltOut a. ; X configuration) Nominal f)x4i38,8L8quv> Non lmptxt&quot Opaque: Composite Edge Fiberglass Single tenor wth 12/3112U22 Yes Yes No WA 19 A. Therms Tru Fiber -Classic And:S'moolh-Star 5ldehte(s) gnaWng10ute1Mng, XQ,OX or OXO con%guraGona} Nomirtal8&#30;8&quatNan-Impaet&quat Opaque CempaaHe Edge Flberglasa Double Datlr tAt1i or 12131f2022 Yes Yes No NIA 20 t Themla-Tru Fiber-Clsasiaarxl Slriboth-St2.r 1MthoutSWelRea (Inswingl0utaiMng, XX or OXXO CilnPlguratlons) Nominal8&M'S 0 &quot Non-lmpac &quot, Opaque: Composita'Edge .Fiborglacs Single Door 1213112022 Yes Yes: No WA 21. u. Tbenrl Fiber Classic andSnwoth-Star. (Inswiagi(Xdsi ing; X configurafion) Nonr l8&#39 0 &qt Nbn-ImpaaMquot Opaque- Composda Edge-Fbafills a Single Door with 1213112022 Yea Yes No W 22 v. Therms Tru Fiher-Classicend Snwoih:Sbr adelite(s) dne w rialbutsoing; XO, OXor OXO conflaursnarl Nominal 8&M;D &quotA4vr, irrgracf&quot; dp®qua Composite Edge. Fiberglass Double Owe Winor 12f3142022. Yea yes No NIA 23 w. TnermaTrufiber-Claasidand snrootll-Star without Sdel'tes:(1hswingtCtutsvving. XX or OXXO. conf ur trans a .) Nominal fl&#3g;8.&quokNon-lnlpad&q'uol;Glazod CompostsEdgeF)berglase Single Door 121$1)2022 Yes Vas No NIA 24 x. Therms-Tru Filler -Classic and:Smooth•Star gnsWrg)0uNvvAig' Xcmtfiguration) Nominal "*3108&quoLNon-Impact&quot,, Glazed Composite Edge Flberglosa Sklgle Door with Sid-Itte(a),(Inswing/0utavAng; SFO. OX OXO-:. 1213112022. yes = Yes No NIA: 25 y-Thermo-Tru Fiber -Grassi -and SnrooHl-Star or .configurations) Nominal 8&#39;8&quatNon-Impadl&quat Glazed, Composite Edge Fiberglass Double Door Win at OXX0 112211Z022 _ Yea.- Yes No - WA 26 z Thelma Tru Flher-CAassidand Smooth-Star wlthoutSktelites (Inawing/Outmving,, XX or configurafionc) -Nominal.039:0 BuquotNon-Impao&quel; Gimad Composite Edge. Fbargiass SkVte Door 1213112Ui2. Yea, Yes No WA 27 za. Thelma-Tru Fiber -Classic anq Smooth -Star (ln"ng/OutAvrm; X configuratio i): Nominal SQ39:oA1uot,Non-Impact&quot Gazed Composite Edge'Fberglass Seigle Dear with IV3112022 Yes- Yes No NIA 26 A. Therma-Tru Filler -Classic and Smooth=star adelxe(s)(In AnglOutsWrig;-XO,OX or OXO: eonfigurations) - Nominal 8&939;0&quot Non-Impard&quot, Glazed 12131=22. Yes:. Yes No. N/A': Florida DepedeneretofBusiness & Professional Regulation Blinding ids and Standards Product Approval Application Detall Page 1 a2 iFW2p21 'ram' g Em11v sir - Pam. Data Cale pselo ixi ,oat ]'xga Varruon Manufacture Contact Enylneora lfaonsa validated ay v0dah,01 submitted Fac Amroyai AD=%VdSfahls Reuainn 2020 Ml 1Mndaws and Doug arem:6abiger. Luis Roberto Lomas Staten"K .loth, PE_ 1WEIM20 1ef0eno20 lafla2020 12 ISM20 :Approved Category: Exterior Doors t7171305-3300 PE-62514 - (717)31r-0454 - - SubGategaM 8ltdNp, Exterior Doan Assemblies Erstainga7�mNid.com Compliance glathotl: Evaluation RaOr! from a Florkta Registered Ard flodors Licensed Horde. raaassie„d En9vtear. QualftyAsswrallcs Aoorovedforuso Aeoroved for that JMPWA ggsdg Sw# Product Modd. Pa8liAer or Name Frasier Description CanVeat Exotatian Cate In HV outside HYNZ. Resistant PPrar�rg, 1. BERIES 420 ALUMINUM SGO. SERIES 420 ALUMINUM SGO QXO 12r31l1t124 No. Yes No NIA 1453148g0otA808quot: NON -REINFORCED 2 BERI98420ALUMINUMSGD SERIES 1. ALUMINUM SGO QX'XO, XX iwlit 24 No Y. No NIA. 9eaquatx808qud;,h10N-R©NFORCED 3 BERiES 420ALUMINUM SGD REINFORCED SERIE5420ALUMINUMISGO REINFORCED OXO 12MM024 No Yes No NIA 145.3148puotaMnuof 4 SERIEB 20ALPMINUM$GD REI FORCED. 4 N ... 8 RIE9420 UMINUM80D REINFORCED OX.. i 213 1)2024' Noy Yes. _ NO . .W aA. XO. XX98&"quot;li98&sad' ... -. 5 SERIES 420ALUMINUM EGO REINFORCED. SERIES 420 ALUMINUM BGD REINFORCED XXX. Z3112024 Na. - es WA _ 1438quot:x93&Wu I; - SeaE Produtt Model Writer w Ml 3 80081DOP1200#11,05. id 800913100J8200#1123 it 8DW16 001620#1124 Rodtxt �scnedn e4#*Masnift.14E.#39t4axhslght x�xleg. a :allable in top o orrnte IMe"atton. 161,139, M. �dth. 14diK48. Maxhtight. IXaaliig ayalfabl6m top or Inlerrrredlate emotion f8&#6s: Max width 148#3Y. Mautiiaignt oaring. avaIlable intopwlgiemladlataaeNlon, Gualev Assueanb 'AoaravadfortIm Aooraysafarl.1- Mbar Dag- CorttractExdra[lon�azegt HVRZ.. wtsiae ltvrir: Resistant ,prestsurg 121311202,a Nq: Yea Ya8 +31.9PF35.gQ 121312023: No Yas Yea, ?304033.50 1213IM23 No, Yes YO <344WB,30 Fiodda Department of Business &, Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 w1 s 2Pii 0040 arrant or 13" Slit@ pate Perdna .m Ty Yerslon Validated 31JIMM111041 FBCAMMM Aparaved =111, kalralon =20 CurrieSCIVialmolAADG Ina,.. Tom RAW UL LLC Tray elshop.. RE, 12t1012o2d !=i2020: 12/21J2020. FP pnr ad: Cataaaly: Exterior DOOf9 i841149¢-2813 Ia54)94r-0800,, "catogory: Extendr Doe Campion", tM.rdaygesseetiioy.cp. CerrtptlerimRedlod Certification War or Listing m pp Y , �, ., "i .fir. - > .,• r "'. .. 4uallu; Assurance Arorovedfor User Amoved for Use Impact Dods, Sao# Pr�oduri�P,odal Number or name Product Dasorlatia, cmft-, of E.pit'di nData In HVH2 0u1sMO XYH2 assistant Plessu. 1 30T,20T,727,74775T; 777,end8475nOband P,imol' Flu 0, Giadd end Louverap single end pain of IwIra25' Yas: Yas' Yes :NtA. Doors hallow metal dabs: N N (D L 0- 0 ico N 0 L_ C� o o ti. y` o CU > Cn cn o C/U o � ..�// C/) Z Z W J N c O LAJ cn O t 0 O V N C3 O N c �N Y tla E O C2 3 3 C7 43e .O • 4J lie �o cu cu • � 9+ N Q-� C E O O d V O U) (D N Z W CD CV O > CL CDL O Sr. W C/) U ao O t- cW Q W Z Z 'Q J d SHEET NO, PA 1,0� code I= -version waeufeoturer Revision Tru£; 202[7 Tharma 'Seq# Produot Model..Numberor Name' 1 &Therrna-Tru Fiber-Cl�sic and Smooth -Star 2 tiThermal Rber-Ctasaleand 5mooth-Star 3 G: Tdarma Tru Fiber-Clesele end :Srnwttilr 4 'd. Themna=Tru Fitter-Ctassb and'Siramth-Star 5 e Thermal Ffbar-Classic and:Smooth-star 0 t, Thermal Finer-Claesln arld:8rnooth-star 7 g: Tparmal Fiber-Classicend'Smooth-$tar 8 h: Ttrerma-Tru Fiber -Classic and S4twoal-Star 9 i-Therma-Tru Fib ': et-C4 ssi t -S a arltiSTrbo h etar 10 jYharma-Tru Fiber:Gbssicand Smooth -mar 11 k"Therms Tru F@ter-Ciassicand Sirrooth9tar 12 LTherml Fiber -Classic and Smooth -Star 13 m, Themta-Tru Fibar.Classicand.:Smaoth-star 14 A. Thermal giber -Classic and`Smooth-sbrr 15 to. Therma-Tru' FiUer,Classic and:Srrwoth-Starr 16 p, Thermal Fiber•Chasslcand'Smcoth-Star 17 q. Thermal Flow-CMssieand,3mooth,$titf 1s r. Thenri Fiber-Claoic arid'S1mOth-Star 19 s: Thorma Tm Fillo-Otieso Ono Smoothi 20 I Thismo u Rbar.Ciaselo ano Smooth-Slar 21 LL Them e-TN Rbet-Clo l AndSmooth-Star 22 ,t Thermal I' u Fbbet-Classiaand smooth -$tar 23 W. Thermadru Fiber- Classic and Smooth-.Stsr 24 ,rt Thermel Fi4$r-Ciasswared.SrmotlrStar 25 yTnerri3OTru Fber-Classlband?Smooth-£tar 2e Z Rignni Fiber -%`lassie and Smoottncwte r 27 za Therma-Tm Fiber-Classicand Smoodr-Star 26 ,zh;TtWme-Tru riber-Classic and smooth -Star 29 ^zo':Therma-Tru Fib'or-Chsasic snd.SmoothwSLRr 30 III Therms-TruFltiet-Cleall and Smooth -Star 31 ze..Thermo-Tru Fftisr-CiaSsreand Smooth-lar Fbirlda Department of Business 8 PrDfe Sjonal Regua BuildinglOodes and Standards Product Approval Applleation. Detiail _ )dttBtior o Enofneer3 Cleanse v Itlated8v contact Stave Ass neon L Schmidt P. E n J i - E. Pa.-. YMci7 F Fiya. . k rig, F.., Boo --. 62B 8 78 -6 >kk17 PE�340 1 7 555 ( i {e 3} _ slasparsotohsmnatru.co m pa0ea of 9'. 125IW22.; Do* Date Do* Pending ValeraSubmitted ,FBD AanmvalAjouroved status 101g712021 0911S12021 10713/202A 12118=211 Approved 211ty Aeaurl ADb drsiul, Aaonoyedfor Use iillo". art Exg1ration Data in FIVHZ. outside HVII -Resin Pressure IMM2022 No: Yes Ne. NIA. 1mimo22 No Yes NO N/A:. /2131/2422 Nq Yes No NIA. 1'3137/2022 No Yes Nb NIA 12{3VZIz 2 No Yes NO NIA; 12t51Y2fi22 Nlo Yes Nk, NIA 12131=22 No Yes .114 NIA 12Y3114022 Nb- Yes No NIA i2 a1 ':..' 124 ` 22 tip :'.e Ye. No; NIA TM112022 No:: Yes No: NIA. 1213112022 No Yes NO NIA. 12412022 No Yes No, 'NIA.. 12131rb22 No Yea No NIA'. 121312= No Yes TNo NIA. 12J31nm No Yes No, NIA 1213112022 NO Yea No: NIA: 12M12022 No Yes No NIA. 12151/2b22 Xb Yea No NIA 12MI 4 No, Yes ING N/A. 1213112022 Na Yes N)o NJA 12131/2022 No Yea No NIA. 12131/2022 No Yes NO NIA. f2J3112022 No Yes No.. NJA 12139f2022 No: Yes Np; NIP: Ur31l2022 :No Yes No NIA' 't)$lf 022 No Yes No NIA: IMI/2022 No Yes No NIA 12/31r.nm No Yes No NIA 1213#12022 No Yes No N/A' - 12Y3022 12. No es Y., No - ! MIA 12'AI 022 No Yes No NIA... Florida Department of Business and Professional Regulation _ Building Codes and i^tandatrds Product Approval Application Detail 3/15/2022 FL#6 9-R31 �.'9dQ..' 1MY-21: .1IM.... :_ 2M PA Status LrLe Version Manufacturer ContaLk Engineer & Validated HY ValidatedMmitted , Pendina Apinroved Approved Revision 2020 PrJLYGLfISS USA Maur AI License Y, pert. John UJ. 1Aiii 20 11i12212020 FBG R - 1211513020 Category: Racing S9542351330Smalper6@polyglass-com RobertNieminen Knezevlsh, PE A1121 I Subcategory: PE-5918B {954) T12-E224 1110 rri{3 Underla rtts Y Comp Nance Method: Evaluationi eportfrom a Florida •Reglstered Archnect or a Licensed Florida Professional Engineer FLA*204131 Products' QuNtv'Assurallae AlgRcm&dforllae .I(gyad#or t3se Lipp,I Destion 8-# Product Modal, NtrrrberarNaine.. Produdt aea.H' -oil contract Eloltration Cato in HVHZ 'Outside HVFIZ ReSislarA 1 Polyglot" RootUndedayntents Rodingunderlaylrients '10t21l2022 No Yea: NA+N1A1-G22,5 1 Polyglass. Roof underiaynerits (HVHZ): Polyglot" roo?underlaylnerks for Use 'In FBG12231.2Q23 Yes No NM N/A:. HV Z " oli rid, H luMydi o� 2 PDI ss' Untleda. -ants non-HVH' I ss roof under) .ants sewn 12/23i2A Yids Root yin ( Z) Polyg a gym . for u 23 N d Ye -' S NJA f11A1 -622G - - Fill rtoo-H" jurisdiction.. _ 1 Palyglass Roof Undedayments (HVHZ) Poyglass-I urwerla(yments for use in FBC13'2320?3 Yes No NIA NJA HVr4ZludedlaEorrs. 2. Po ly�ass Root nil Poryglass35orunderiaymeM5,fortrsekr 12,2312p23 Na Yes NIA -eNJA1-622'.5 FRO,, non-HVHZluri irdictlpns. 1 of ass Roof n eda men s Po t o& and rl ems for use I FBC122312023 aYm P d t {I•pIHZ) ass e n Ygi U . y yes, Y No N/A WA _ HIZ HVHZ iurisdictans. 2 PalYglassRoafUndeda"",(nm-HVHZ) Polyolssfrwfunds:daymentS,ioruse<,h 17123CO23 No Yes NIA +NJAt-�23,5 FBGn n-HVHZ u-sdotioi d n J .. 1 -ol '. o as Z), a s: 1 for s e FS 1:- P ass Roof Unde Ia en (WHIZ), Pd I s roarunder meats us to G 2V2312023 Ye. Yes N o N1' NIA T. N A HVHZltrnsdndkone-. 2 PolyllassRoof Underlayments(non=HVH,Z) POlyglass ridedaymexs,foruse:in 1�r23+2023 No Yes WA +NIAJ-822,8 F6Gnort-HV}iZ jurisdiclitma. Florida' Department of Business IS Professional Regulation BulldingCodes and Standards ProductApproval Application Detail Pail d'2 i079au2,i zu ,Vendor .Martufactur■r, Zwrt"t'act:: & Veer -A Lieeiiae Validated 8v. y ; FBCa�. AbomBad alefas:' Redalon 2020 MITI* flno, Flin'-Vick n ICC EVNd$aon Gorki LLC ICC Evalu$ll4n $'rib's, OB)i 112021 (18,1012421 081f772021 Approved Catggory: sti-Ob el lCamponerds ia52).6 8--0315 .. 1-1-6.. Subcategory: TruYs Plates eseudesiomr Min 1205) 599.48041 . borritallanc68iemvd:EWthiim Reporifroora- Product ri.m. ton ii rx F:: ., ,�_,: _ _ _ { _r, Seale, Fy'adtkt Mudl NL"ar or Nanreor NaM AwIthrmourarlce ,Product bsscdolli 'Dorset fatntrailcnging Arson led WUm ItJ, HVHZ Qlt or Vadfor Usa I11 HVy Intal t $g"lint Doelan Dssunt, 1, M16JiHa; legs.hitchetxgothheganna.we"biol 12I372022: Yes, . you NA ,MIA M16tyfiB is gill super high strenon,trass caitnastor;phate 121312022 Yos Yes MA 1I/A 3 M1176 16'ga: tass'connedw plate.. iWI20& Yes: Yes NIA :NIA 4 MT18Hs IS low high shength brute ecnnador pieta: 12r312022. Yes. It.. MIA .NIA 5 hill 20 gal high strength truss eennedar, plate 1.2f3172022. Yes Yee, NIA NIA 8 Ill kill is ga. tress caineetor.piatas 4V31/2022 Yes Yes NIA NIA 7 TL20. M720 209a.111I" correct" plot" 13t312022 Yes- Yet NIA NJA .+-ii, a --a Florida Daparhnent of Business & Professional Regulation Paget of Florida Department of Business & Professional Regulst,on Fan.1$ri Florida Department of Business & Professional Regulation Page 1 o z (-a Building Codes ard.Standards ll5+Yo2 Building oodes';and Standards lad l Building Codes and Standards; I15r2gzf- O 2 Iiii ProdulpPjoval Application Detail Product Approval Application Detail Product Approval Application Detail iL O -0 O -. "' . 68iitY.!$ Ail �3 0.6 isendhou °. g - Se4Q4 prroty or Date Peadile Do Sg0s IIrpE YJustgD Mahufadumr Emil or 1ft E ndnearA Lhredsa- Vag' av �ffi alrygdtatl �s� gals Pawl -FaCADorovaa- At& M^d `�'!3. .= +i+► /t� 1'.t&e yereJai Manutatturer taC: tntlkiaer SLlcenas8 ValWatetlay. P AretmvM cr- Y&Il�@4 �44 .. _.. _.. ro - ffi3IlV£' SYBI. Y915f4¢ Mannradrrrar ,fit. Endnav8tlranas VGIdNSA By. Ya�Slit@lt i2 FBC Aporowl -0 PP�CaY.B4 $101Yr; „ tla. a ftetinsion 242D MI Win s. rid plows - &ad Sda American Arch3adurat Steven at tktCh, PE 1122/2020 ra'reF 11222020. 111281202Q: Mgr o'vad U �/ ''^^ V J W - AflsmatlPn 20257 PGTilIndustriesot- .- C - JenaRosadskl kremi Datle:BC O CER VAL 11105lsM120 11N5202+7 - 1Ar11J2020 - Appra✓cA: anon 2a2t1 I s ors. IteN Mloory:s..:nd Da i et C n e Steven Ur E �1' &seal Urlg.- Am dca Ardik.cddla not Idt.P - 9' 1 Wn7,.1202d. 014&22n. - 1 1t 20 49120 rooa AtPp„ d _ .. 'snaggy: NNtdowa' .. ,. .. t71 ])395d3DR- Manularturers Assatakon iriT)31 T-8454 ., .. � .,.� Catagary UNMava. (78%DadeBCCO (94A)48GdY10p: (786)315.2084: Caragory.:Wndttws L7TT53853300: Manuhdufers AaaaeWlgn j717)317 &F54 ato1G$tegory: Flied .:. bst1horr Al � / 1 V Subcaugogr:shele Heno Itosoorkwapglti usatns,C -I -11 9uj)C4tegory: Mortzontal•siter beiltiinger�nrnxdcgm. Cempli nca Mathbd;:'Cerlifcetign Mark dr Llstm9 tinhwtl-coin V/ V -0 compUrmflatilli C.011i"don Mark a Listing om CGblplianai Methork Cerddcadon Wrlror Llsgng -WX ,, .. a •l_.. Ltdds4�awradnds __ .. >, :.., r .,... , �, _" r tgFllJeal4Na-tPebbnsri'. . ; _ 1A 5341.aa$P adu , ._ ..<-... ..,, .< . ".. a ,.:.�: dWkv Asara-anee AoorevatlfarUes: ADoroyediwilsa , ae....a impact ,.rr. „� J�gp .... .,. « .% .. gaWNbt Aswrartce AbwO rorUse Anbroved fat Use. IntR�j p'¢gigll +k ray AeRur.+asea-Pnnrewufnr Uen Annrnvad:tar LLae. �¢j r Seo.6 Produc4111044 Number PO4i 0090odon Conrad Exdr ion Dae i•- Dutside'H14HZ Pressure PradudModel.Ntmb-iftme Product: tilisceelem cooked Eeoeet-ode In MMZ Dutsrdo III Resistant sea* Product MgM.tknberor Name Product ossubuon Cant(act Ff:Dtretla'oat* In HVHZ out" lava Resistant Pressure = �� or1411, In}Ii .Rawl ,a" PLessd 1 185:III 73. Insulated U 2 3H5500.(Lorge olattim imps ): Vr-0t14:13.,gla Hung WIdoar o7raul2e25 v:.es: Yes Y" NIA 1 HIS 10, Ff. and. Florae Frame n-621v'.1 td Gin. =0024 _ No. Yes. No •531-55 72 Glass 04/p3/1023-: No Yes No.-6S)/-80 I = .© iii 0 O > .D � E (1)0 ^ a. L O a- ..0 . - �/� U) Florlda Department of Business & Professional Rpgulstialt Widing Cones and Standards Product Approval Application Detail Page i a1 Imi24L1 pstla Ell I Jae 994 RALW= ;oloill Alai Veraian Manr radurier Contract grate t8 LJgel noted 8v Validated.. Submitted PBCAigual Atug ue; "11- AHUmallon 2020 PETindustnea;: J-heR _-: M. Mlaml-Dade BCCtr CGR Mla Ueda BCCO-VAL osasys.. . _.. ml- ii rb /05P2n20 1i T,r12E120 'i 1 11H /?02C Mpro;.eel: Cerogaril; iMndalyF4 (441198"Ibll. -_ .. _. (78t))3t&4%' ,._ Subcategory tired osdyskf gbndueres:a: - CAmpllanea Mill CeriRoaBark w on Mark i a£i'' on, - 1 oldies' OnalBsr Aesmm. Aon-di,fortil, A p fmlrso 09Y1g Impef. Oodan 11i Prgdswt fu�add!Iw Rome Product tfgscriadon Gurrlraef zookel ionL7ate.. : fin I VIN CntrJit>'" lloolaw Pressure 3: I V"Ik2o;(LwgelmPectl Vinyl Flied 4Vna'w 0d. 02025 Yes > Yes Yes NIA Florlda Department of Business & Professional Regulation BuildingCodesarxi Standard's Product Approval Application Detail Pagel a ilil z1 Florida Department of Business & Professional Regulation Building Codesand:Standards Product Approval Applicatioh Detail Pay.i of it it fna" EmNv or 2" 211i Dana Ponearia ,oat- Qm EoC.Ct:gC Will am" e IN TV- Wool" Manurraelurer fight Engineer B lJorni Vdrbea av WhOlosed sotimitted Fill Aovmyl Asol TV -Version Mahtdacsirer corbel) a$era Llcaitae Valkdaild By .. Validated 519taltas MADO10 $I Approved Shiva ea: 20 M ndrn semi bows' R n ion 26 rot Bra tad6n ": L.I.RL as, PE' .etevan Urt ,PE n atiF.. tm M di. 1 1 An3B2tr20 6/0612020 101f 020 t11E,,, A211512p20 "'rl AppnP4b Affirmation 2D PGT`Intlu r1es. Aft atWn 20 aE errs Followed ml-pads aCCtr GEfl NUami-Dade BCCD-uAL J ,. sa _ bins.. .:.. 11J05120 1' 0 20 1 IQ512 20 1 if?20 a+-tl 1 n p,.,, Apra, s ovaipwy=YYlndo)ua:... _.. (717'1365.3300:. PE82514 ..:: (717)017-0454' pategary:;Vvhdaas: (941)486.0100; go).315-2590: Sag .tagdyt M.Uicna. 1p reerimeyd.00m. subddagarq' Malchis ircrowe)(4poindustreal .. Cbmpllanca 0.gethork Stratinigoh Rapwt'%rom a: COmptoneaMattl Cerdscedon Iill w Usdnn cm F lido #oyehr.ed Archxed we licensed Flwrcla .- :" .•. M . ... PrdasstondEn meat 9 .. a .F1:1Y181'iltU tatoducrs i= - - , ,. • �.. .. an. .. ;: -_ .�.., .:F� -' .....:: ,:. >:, ,. _.. ''-.i .+L: - ._. ..�._,,,. ... „ -.�- "- , h ;" - ', , ' -. " "s=- s, ar�ilv As sarmres.� Aowwedfe�Ues Aoor �fwuse �7W 4it2i9. Ps3frE1 .gatae..rsasaL»,�,, , ,. -., -:--.-..r-.-.+;1.^^-.- .:_ -_ _,.,. .._.,; - „ . - ,:' , � :. -. ,_ - - �._. n .,, _ •, '. ., _..�_ -.-. .:= : _ ; _ '. 3"0 Product FtndeL tLiMSer orrJeme Product r soi9otlon Cordrad zmralorrrfae- outside NVH2: Pressure ouol Aseur- Abwdvadfx Uaa A -,- for Una nail 1�" n, 1 WillonsforAl Goon and windows, Aluminum; MURone 05261Nt2fi Yea yes Yes, N/A trash Frotlu44Ne N. feted orNaroa Prodaetpolortodsh central EXlFeatian 0eta luH i� Outeltla RVHZ oolebtare Pressure 2: -6744 Vertical Alummum Minion 13/39Y2023: No:;. Yes Yes MIA Florida Department of Business & Professional Regulation Bui�ngbodes an $1andards Product ApprovallApplication Detail Ian pe 1 �1 iffi=1 Florda Department of Business & Professional Regulation BuildingCodas;;ondstands rds Product Approval Application. Detail Pi d2 100=1 code .mill, DAk 20a 0180 hndn o Qft EAM or Lat . Dos Partdns ads z= Version Endneen8: [loose V,Hdd,d Be Validated Fac Atinmea A,-Etiv States TY29, Vilmallt -Manama,- cortalEitektaara Lfe.rsa- Validated BV yam submittedGBC'Agbrovel embroiled stiti .. ... Revision '202I. James HaNga•aollgeg Produda. Inc, .. ... Chad li cks, V. Angr$iTart Jchn Swidierd, P, E: - '.. 41ros12o21 i21i4M020 p1iY1BR021 A .tins FaC Appn- Re-ipn :2020 Alaloa- Nick 'Lyndon F..Sd,.!&; P.F- Ryan J, King III Thompson , 02i18202i ;02/152021 't12r2 av O,t713r107/ APprawd Category: Panel Wells {9097 s45-035Q Peal (352)367.252a, Category. Pants walls- (330)922-2389. PE:43409 Ill 787-5665 suboa iti sling chad,defous glameshardl _ 9ubColegary,':Solles' nthwnpion&1sidr-pPm. mPlMnkat rt l eoorrr Floriga Rrip Fi - dArm%O0 ore Ua Florida Floi Regich edArchkectwp Licagsed Florida. .. -. Prrrras$ional Eh9lnlis Prob s's(onnl P.n{pngor si t isi r,.!, ,, .. iV-trdtfrffc .... : - ,_ ;. 5k $ ..,,. 4 ,. ::. , .., ,. - i� __ ., ,: ._ 3 ,. __ ...., , ,,,:, �. .. :. ._: _ 1 _, s , , ,r,,., ,_. # ,.; .�, 4rNittv Aaeuraioa AverovedfortJse Alberti r���! for Vey IIRDW Cualxy.Asera-®rce ggrpdvad far Use Aecral for Use Ir..- ,Dasim sea# Roduct Model Nsanber w Name product Donsh on Contract Ealrbttort per. In Hvi OBtade III lantioa PN$Jure SK's Prodrtet Model. Nmilit rName rktihrd Deser l ,contract En trell-Data In 14VKZ Could. HVHZ Resell Pross- 1 Cwrgtenk'Lap: dhg %bery rrrortt lop sir5rig 12rA1v2023: Yes. .Yes NIA WA 1 a.::.4iquot2T8,40ot S011t'. vembr Sold vel so r 12131 am No Yes No: MIA 2 FTardstolj.k Lep Siding. 116ar-cement lap skaig 12r3112023 Yes. Yee NIA WA 2 h:: acWd-Aarice'T4llitua ohm. Ventw Sdid VUW.$.* 12impo23 No Yes No. NJA 3 p,4quota-YeInbr rVintageBeadedMIL,solrll. Ventor5311tlV164"I 12dire023 N4- - wee NO NIA 4 d.:&quot-A5squot''aMht I vantw Shcdvaryl Sorts 1Zdlr4i2t N. Yes NI WA 5' a..kqud;Chartm pak$quot;&ctRt Venter Sdtd.,Vrryl loam. 12131202E :No. Yae No.. NIA 6 fr&qud'Supor Span&quot Soft:- Vintoreclia-VII 5o£dl Ii11z023+.- :No: Y. No:. .NIA Florida Department of Business & Professional Regulation Building bodes esarid Standards ProductApprovaf Application Detail _ Pagalafi iorm2b2 Florida Department Cf Business-4,Professional Regulation Building Codes and Standards Product' Approval Application Detail Pagel lift Iait2D21 Soda Enti or _ 99it ,tom" Gate Perrino . tie Sr1kE Boni or All Dale Doe Parldna Doe, ..... S(ga lrersioa Aia¢gf&gtgrst - . -. ' .. Coded Emineera lrsmsa Vdldak law �UIIftBtP� �+>ff BCAooreval:. F �&8� .: 7Ygn YBLeTffi - A�turaetur.r r�S4t, En lmns,81-kasel Validated ev YPYts�@i FRICAnoroced - BPJSP+�fl @ie38Y Rallson 242p .,... fiAMK4 Bu1410g. Produc{sLl-C .... mini .. Karl Eden' Robert Rlemimrr JWrn4Y. KY.ezaykd+;:PE 10A42o20: OB29r2020 .. 10/422026 12M52024. ,., ,... PpPr ova4 Rerilslwi gW4 ...., L.V. ili ,aCiti Inc 0.0 Thompson Archaectural. °mp ... ,.?..: _ ToR Chr ;err h Zachary R.:Fir First; :Stevan M Lkich. PE Y §. .. ., _. - OSM71202D.. W62.420 :...:. 091222020. -VV15JTa20 .. APprowd . catagloiy Rottriiff t411t8ZOS44 PE501b0 (064}7t2-$224 Mal Compomy TAMCo). ie13)248-343Q:: PE74021 (77'r)317-8454: BtittGetegmy: Undarloymoras karti_nda64emko aom. CMegary: Roofiy9 thygggmerelto rt,94 n Compliance Mamod: EJsNatYdi Rapap'dbni,@ Subcategory: i3doing AUCessprtas that ereae• Florida Regl,rtwed Anti are Used: Flwfda Integral Fall RdoInc SjrrA'a. Compitarca:Methoi Evaluadtn'Repat 1'om a: Pradsssiond Engineer PI.M.Areglah ed Archaeat or. Licensed Florida P afa 4 es `-'�r.. s r _ +' i .,: _ 11 -IL , - En Professional. eer 8m - dv Assurane. 5115n Abarov,atlforUsb. ovotl far Usa. $trot nkA2bt postal PL^Elai3tsrCrfSafduds �.T - _ ,: ._: - :.. .'.'.- -. .. ,.. , - < < :. , : '„ _.. _ < .. . ' , - ,. '_ _. ,. 9191 lSroduatM'odei.tksnegror Name rag# -'ort Oma. Prcdrrcl.Daswitrtlon Cwt xokalii iLLLY - duhkle HVH2 t3€53I�t l' 9: .,.- r�(1dRv Assurance � Approved! for Use erv'oyed fqr�,.' .; ._ . g4r1�1 1 TAMKO Rod Underlayments(HV)20. Rcbfundn4aymets for use In FBC HVHL 06292023 Yes No .NA N/A . _ grgg PrcdudMotlel: Numbsrw:Name Prbduet Dasbrtpdan In KVKZ outsl WMZ: Reasoned Pressure iurlbdMbns 1 TAMCO Flat Top OH -Rodeo Vent with oat tot Tie 26 ga..tot.roofveMllatorwith bal OM2OW Yes. Yes NIA PIA 2 TAMKO Root Uadeneymgnte(NON44VF¢) Roofundedaymeli for use In III non4iVH2. i36J2el. No Yes NIA Mile, 2' TAMCC Goose o4l,Vert; 24 ga. wtet242e:: No Yes NIA. 'Qv-52t5- )wisdctians: & TAMCO Off -Ridge Rocfvini with Bar&, 200a:alroervemllatorwith Integrated baffle: 09fiowo26,: Yes Yes NIA .NIA, 4 TAMCO Round Top OrPRIdge Vend with 8af8ofor Tile 20 gtt sirieVvnMleatorwith 'bafde 091002026' Yes Yes NIA NIA Florida Department of Business & Professional Re-guaaVon Building Codes and standards Product Approval Application Detail Pegs 10-1 11jP102t:. Florida Department of Business & Professional Regulation Fsg.4 do Building Codes and Standards lirli Prodil Approval Application Detail code plaint W .Pft ode bate Poildinto �._:... 1d11@ 1r .:B[ jWA a Dots Pendlnn ma AM 1fF5i9S Manufacturer _ ,. rCo loot• Eribmeer6itcense:. Vaud.Itoo aIV Submitted., FaCAna l Absorb a .. (ag version: Swag turer Corms Ermkrear$ Licwrsd V✓tildd, Validated Oulaulfted FBCAobrovar AnoroYad. Status L Re ie 0 nvo v roc 2p2 on,a K tr J l Js a L B leer Fl a itt$ a mo ve B ..tat el not 01 PE: ova Ph 1 020> - 4 3" 1 >232 1 2 20 02 11J2W2 0 ii F C d a A `r 0 PR soli 2020 R I Boren Roads g r R P U lfo < 1 d Andason oil L4 MO n rtn vauad n F G W wa ken I 11Jp3r2020 -'i1A7 20 2r20... 111p5120 zp 'roi.ed Ape.,. -.: Cat'll Rol 15011963-6153 PE-31242:. (717) 317 8454 .... ce egay^ Floating f61-1*6001 SbNleba LLC (2U37 854 O1B0'. SubCat$gonl: Rool Aousisomse mat+an. on. I0elfey }omsnm:can: Suacebeemy::Roosrg Tlle$ Rpolin. ..Quoraloo I NP o the Ro n to e Sys n art f oP m C Uanb Nath : EVelu 1,»Reportfmma- amp a od at tit Ca rmic■MeMotl: �uetron -lama r Pdju ttwalusllon Frttlly Floods RegisteredArchfiect or a Lcensed Florida :. _ __ _ - Engineer Professional roar fit$a=-mow- w _. , .. ,. .... , _ .. - .., < , _ _: _-- „ _. - _ --_ . - '. r _; :.' ,_-; t�-9 ' _, , .. , , __ .= „ - ; ". _. _ _ Lmtty Asatratce. trorwed FaUsa�. A Approved 6 forUae... : ^-. _. - _ - •- Pradra3 Motlnr Nrmatw w Nam Le odurl l0esanodon Cadrasf Emlmtlon Data:. In NVX Z Outside MVH2 r4.ar�ta,a. Pr9Y551[4 Duatl iy Asawalce rovedfw Ll9e pDroyatlfm Auto A Ilse 1!>3P�d. p.6.81pa 1 s n b e I sa dn-Snaka;.slol coon .bier Old: sr y gYrl.. F Profits - Ian rh b Uanvar CO' 1313 12020 No. Yes MIA w A geg,(t � t a al N gr or -wake Plt�aeddldn dotal Exot atinn Oats in kVNi' outside MVkY Ram Pntswa Thztah 8ampt tripod v i - -At 1 De kAr--IlA-4wTRI BuIit Deck. r0A-4 : "r.d O'c ere Pl edc-.R Vent: Lardy ro a oa3 � .121161202E No Yee No 47,&-o'.6. 17 ,Saxony I Slate, Shake&emP;sol Straka Flat Prone-8tockton,CA 421371A120 No: Yes NIA NIA 'py MecffanipadyAxn1411$d to PlY,vaod Deelus 18 '3aron 800-Slate Shake Sam it I`yl{aktr'- y p1SA1 FIalPmfilo-'Riako, CA i^213i2p20 No.. Ytls. NJA N/A 1g •Sarony7p0-ShaIlk Slattrd:amp:SPli Shake- Flat Rro51e-Stockton,CA 1213f2020 No Yea- NIA VA 20 :2T Sazan 700-Skeke sets army Split shake: T.elaa aria 78trmalona FOt Profile-Riako, CA FUgi Pmfl)e-Katy, Tx 1,M112 0 12r312020' No No Yes' Yes NIA MIA WA NIA 29 cuts Low Frosts -:Katy; TK 12131f3620: Na- Yes N1A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Apprr#vaf Appiit adon Detail POO 1 o41 125120zz 990 Entity W 21A cra fig Type Version Manufadtu Caac�Rna ear&Uce Validated _.. Validated lutsd , .v Approve„ status R, ev'swn 2020 IA scan SH ttwsand Glass: do -E Tr Sis,.... P Mina gar}ieo Plank L.. Seminar P, E. 10/2e2020 4Wl&202D 11105i2020 1 T 0 2/3J?.02 A my p p rid Category' Shutters: (561)712.9852. PE-DO46549 .. (954)947-0880"::: _. - subcategory; Storm Panel. mik.b&llamericanshutte - CompllaftoeMethod; Evaluation, Rciport from a raaom Florida Registered -Architect or a Licensed! Fkalda Professional En9 rimer '`'- ', : - ::. �Lfr1 Pa65`iSr3d(tdis -•sus e. ,.a:, ._ -. :: , �'. f .. Qua ,.. OuatlM AssLranGe ,lyML- 4 U@@ .AMidtur:.. , ,-. _ wed nor Use .Ifl ,. impact ,. :n ggglpjy 6e 1f ProrlucYMadal NumtterorPtsme' -.Av i o.. c ,ot - i aho Data i : Outsl HVHZ Product DesCr oti n vhfre ErtW n Retention: P ass re 1 24ga Galvanized Steal Storm panels 29ga Galvanzed ,steel Storm Pa nets 1213A72022 Vas Yes;. Yee NIA Florida Department of Busineas & Professional Regulation Buildi ng Codes and Standards Product Approval Application Detail page l dt 0114rm i sgd8 EOiIl1.8+. .-0 Debi drat 'All Imilk Version Mamirmil ... C11I mwineer B Lleool Validalk Elii, Validated. §abd01lte9 I-ac'Aprsrip"I Aoproved, iligea', Re,Aslan wet aeuaer 2020 elh. Boo w I slua6on I:G E: Rch n ICC Ev 5zrvioe L.. Ian Lahrer.P .W7/ ..:: p 02rp22021 1 1131202p -..'. o2J0 0 �2. 21 Mp rove. d Category: Seuduel componeots (25r1) $24.-647n. (6i 639-32#8.: .. aulbUti b7: Engtnaersd Lumber Robe'LaaldoAniiIIvreyel CempUerire Method; E4aludltan ROM from. a -.- Product Evaluation Entity d:._- „: 'Qualityposurerr, AborWed for Us" Aparbyadfor Uw Riga §44L ProduatModel. Nuniteren.Noma. Plodud DosedaTlon Cprecool ENntratlon oNe. in Hvi OutNde HUHt Resistant Pressure 1 Mlgrtche", LVIL Laminated Veneer Lumber D3,1312023t No, 'Ns, )4YA ri 2: m Pireilefstrnd Lumber o2 No Yes NIA N/A a L54 Latrienor d fidLumber ti 1t i20Y3` No: Yds: NJA NIA 4 TJ Rim Boling MucWral composite.; Lumber w Orlented6traod 031312025:: No: Yes rile MJA ' ... boardlren, apart; . .. _ 5 weyarnaeuitr Run Boats Graded Rmnd.Board Rim Boed aMlr7 023. :NO: Yes NIA MIA Florida Department of Bus mess & Professional Regulation Building Codes and Standards Product .Approval Appllcation Detail Pay.1 art UB/202t ilia! Etl2►Y.gC 2" Do" DatePandirro oat - 'No, voi Mabefffiwref Contact engineer aLicense . V iuod dlot Validated submitted FACAburti l BBP[Qv€4 §111ar; Romill i 2020 GAF Micheal Sash RoberLPA.minim John W.Wtezevks,,PE IMA2020 :09i - 101YN2020 12A5r?020 Approval Caleaery; RecIIng. (800)788-341i PE40106 (904):772-6224 Su category: Aepineg shingles instmagaroom Compdenca Method: Eva--s t ROM from e Florida Re01a(eredArdxteet or a Uennsed Florida. Prdesswnal Engineer 4 Iyy :,. .. ... Ilia :aa. ,Y ., - - g4. R ., .:: ., Pr°ate. ...... �. . -- far sat ' ;: : .., _':. a^ra.-a< .. _ , >, , ,: E_.,.. - I'll , , .. ;: ::. ;:. :.,, <.:: . , ,:; II . „'. `: ,: GuallMAssnra" Awroved for Use Aaeroyed1grtise !mess Deddn 8-4 Prodtai Idol Rumbler or Name wodud aesi ndion Comrad Etmltratton Gate. N III outside HVHZ R ittle d. Pressure. 1 - GAF Asphalt Rod'SNhe/en FWerglass reinforced 3A.b. lamnall 5-baband iV162422 No Yes NIA MIA hlpindge IeWhanetiingle, Florida Department of Business &Professional Regulation. . Building Codes and=Standards Product Approval Application Data11 pagan of I62o21 S12 t FSIriN or 2a 11111. Cate Pendina 2 Tia 1/anti are uFadursil .... Canted Enahtew a Lioaisea. Vatteited ay: Validated Sim ea Fill Approval Approyad statue Retie ion 2020 Florida Maps: Pr,odods Inc. Clark Jones James L. Backer.1. PE .Stevelt M. Unh.. PE :09,i 20 0g25r1020 10iO4nn2o 12A` 20Ap Category: Roping (904)783.84e6 CBUCK:-EnoMeertng- (717)311.8464' 0.1c0ditemr.'Rrwing kovellorialitnctame. .1orkl@5amao.edm PE-31242 -' nt Pen oflha RON%Syslam l61 ComPliancoMelhod:; EvMdaih:n Reportfrom a roods Regl.teredArohlteot or a Ucehsed Flodtla ProfesalPnat.Engineer CttaRVAssirance Amoyiediorusa: Awrove4ter Use 111M 2990 ems Product Modal Nradior er Name Product Description, cooradfspir.tloriosia it, Kvi outside. HVHZ S38I1 III,- 3 3-FLAMW?.quolrAV:10Ridge Wrailquot; Aluminum III Votes for brothel roofsfabnoated IV31=4 No Yes NO .. NtA _ from 0A25' AlummuN .:- Florida Department of Business& Professional Regufatlon Building Lades and Sta ride rds Product Approval Application Detail page i e14 125rtoaz Clue Entity -or Date :Date Date Pending Date Twe Version - io ` ufactu ... � ter '. ai Erg; aer IlLuu e: Validated Bu T i -. `- iveniaCt' n a ,Val dotal suomlded:,_ FIX ` Approval d. �ppL4Yl� .'.... `:�tPSY§ is n 20 Fiev is 20 Ola i fProducts,L C,: pe Pro eottan L Tim Robinson Water lTrtk E: J n e vieh PE 9/ 020 0910 26 1 A Jr P... a n W Kn za 6 Q812 B. ... , 1. 10112020, 0 12115J2020 A roved PP ,.. . CategMy' Shudera � , _. I (B94) allPE44137 (954) 772=8224 .. BubCategory,Storm Panels timid bin"lliuppentoom - Compliance Mett9d: EwluationReport from Floridal.eg ia1e dArchdect loraLicensadFlorida PLS18ti96 RrrPnx Professional Engineer - Be[ t - „- Quali Assurance Approved for Use Approved �K ..- for Use fma�aL2 l3@algll S At Product Model, u e or Name a N mg r m Product Description Contra ration Cate i HV lA of Exoi � Dutalda HYHZ Rasiatere �_ Pressure 1 20 Gage Galvanized: Steel Storm Paret"Vl1Z Corrugated Galvanized Steel Storm Panels retained 121312022 Yes Yes Yes NIA or not by tracks to provde hurricane protection. . 2 24.Gage Galvanized%Steel Storm Panels/NHVHZ Corrugated Galvanized Sol lStorm Panels retuned 12/3112022 NO Yes Yea NIA or not by tracks to provide hurrleane protection: Florida Department of Buelrross A Professional Regulation Building Codes and Standards Product Approval. Application Detail Pa9. i-cf1 V74021 Fonda Department of Business & Rrofessional Regulation Building Codes and Standards ProductApprovel Application Detail page loft 119=21 got f,B11ty r' pol wi Data Pefto"a ,gig lifli Or g!" AM Date Pondrim pgte Doollit vararnr.''. < ': ribmear StlCerta-e. Vag dated By e V S9d9rd:..-..- Ya11P:.. submitted P BC Aobroyal A 7kaE Ylra.ea M an daetu er � �" al, enalnaa 8 Lioenia a 1U'ted SteLS. 1F.A - i ' Abbott nleliidaieg,' Fes_ Bet#eY 'Ets4as Rxrlslon 2020 All P. St LLe.4s ICC&sli 'on -Seeks LLC Willam Rental PE ua I a4 M R en. ,_.. 1(y3172020 102212D2g 111052020 f 1 kt5$02p- Mgr wee Rewnlon 2020 Cotftinbrdid conw$ta ProtludealnF s unl' Grenn r Jch W Rtben Gllll.. Sam A ISeA, n Hoy 12/182020 1 BrL020 12262020 din BC h 2t1 a F Ape Cat •:SYrucluralC Components amp 581 710.3V7. 40t"1681-1817: ( ) ( fa[$gwY:-3aagturaiCwnponan[S 813 859.5707 M34245 - 352 504-5311 { ) ( > Siseltsegwy Truss Plates stewts I neit4l.eom t�P nubCar� lnaotlucec:as$Roati@oF Precest9%iw(�Yalroo^coo' Compilegoryi er-Mdhod: Evduaion Report Awn a �odGtis P wind Evaluation Entity Il;diceM otl: evaluation Ra Crimp Named: port from PLda98itfomrers - - - - - Florid R IabmrdArchltectora Licensed Fl tla as Prdesswnel Fri near 9 Oua1RVA,asuranee tyatlfgf U§e Abptayad for Us. Impact pad Dad r .," .. .• '." , . -_. y , - `' ;¢gg.#' ode. erlRam':. `-incoletM. 1Number a b :'ennotlon raetExatraNnbluel �tPE Sid ittH�tl -DuNattle:FiVHZ -1..:. R I P[f491![A ,"lt = _ .,. .,-... <, .,:- ,. .,. ,-.:i ,-_. r :. „ ...:, ,,,, _'-: t ..., «,�': ... „- .-'L -. !: ... .:.. . :.. :. ,. ::. ,. ,,r;,. 1 lYU! BC6/AI Ina her^Siren tla iH $em . S' P HIg a p ) P k 7J5 26 d- M alai Cwnactw (a e. 1 1 2 Yea. Yes 1 N A w A 9 uald4 AssuRarnro Aowwadror Use A uravad for Uaa 1 R ' p@gffi' `2 ITV SCt?/Alp)ne H9lge Plate- metal Catnkctg Plate. 12/a1T2024. Yes: Yes NIA. N/A � Product Moaal Numoar or Namr. Pr duct Descriei:ioo o ad EknlrfifiNs [leis. 1S'2 $.117 silo HVHL In HVW2'. 95Lt Sf§iest pressure 3 iTi71866AOIAO Truox Metal ConnecicrPlak 12r51r2024: Yes Yes NIA MIA. 1 fAtaNty, Precast orCommerdal Concrete Products Precast andPreatressed Connote 1-krelle 05252024 No Yea PIA PIA 4, ITV146C 1pbe Wave MetatcchnaPlor.plot. 17/4113424 Yes Yen NIA: , NIA - Florida Department of Business& Professional Regulation Building Codosoind Standards Product Approval Application Detail Coalad J680 obar Lull R. Lomas eleven M, Union, PE I40Ti50g-20D6 PE-625t4 tlFir)W7-a454 elplreahmin-Art.4 yaha o coo rodudDascrratI (I"' ct� FzIrol Eft Aµ1haANiriinumAoll.dUrnitVentedAiumniul 07J3o2023 swili6wit"im, W.d Pagel ts{2 91i August 10, 2022 0! a z z W J N LE C W I ® -=C! 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Nvuw 4411" In MVHZ i ft= me 10 Rel ot"iu6 12 single Hurd MWA all Hung WWW (411 al wilmc" %"Wrgle Muma'WW"Jaill 1O6N&2C27 NO No Yee, Yes No NO +W-m Palk 10 Berms Ill Hung Wridow W X W M"I Non-IMPAI all "I Window 14 Yes N. +40)l 3 111ung awlsel,01208%mHurg �A* awal" Hung lien 02"MI (7rs mr) all W vex W 61 .41 Pablo ser"BIrl HUrqWhdpw 'Sexer virylluo"rowall MurvWVI 05MG23 No ya NO +40-113 VWe"le Hunallol QWpOWIR6r-xa80) Will No yes NO �Slgl Pass 14 Berms amp Hungwm'pw 5ex8W " NDn,Iq)e*VkWI WhOver WXWWA No Yes, NO +Jigl is sales lom angle Hung VW single MOO IWM 0",Os11WM&VI 0017=27 NO Yes RD +3" POW 10 sun" argim Hung WftdW W x W V1 P41 Niel-boWil Hung Window cal , NO yes NO +Wl Is VA ll 3 b V 1% H W % 111& 1. � 3� (W . rt) all No yes W +401,40 Iselle 14 Befto Or& Hung WMdOW f2-!Wx6vv#vMl m1matilngle"Ill loml N6 Yes Ma 19111.00 Will Rwd*M 10I Hung pAnk" (1W x M 1O10N2O21 III YM W -31W�3W XE-f- - 9OWkAWASO hgaildgibLige, Aftegge"Pagus. WAN a" oft III GLAWWOMYRZ ftwel Pft".* 1. IM sell" OrThenreplaror EWW0MWA*W%IJr110 VWHIM f*rbrN*rw alngle HUra(4-,XM- Vl No Yes NO -Ill Pe1i:wMW40single" 2 1 M 600esOrThermalWF.rraomPas WAY&IM Hlah Wdl HI PerIbmWas sugar, HWMIWM owli= No yes Rd +Gl PedurmNn 8. res W==Or EnsOmpsae OrA�"Slngm V-V aftle Hung Tdosop"malusCi6il * 72.1 "Imm No Yes NO +4W.40 HUM 4 18180001 arThernumWor a"senvplms4rAWnJ slings vinyl arvilk Hung P100 CAT0,00*0811I 0"I 01131202r No Yes; NO "i-se Rodda Depwtarbwt of Elludm"a Rofanional PaWlelion Buldilio Godes andatiolderds Praiduet Appeol ApokedW Detail lilliello III i i !!:I lip 1- �11111 1; !J 1,1,11 code Edlel Do c4 D*b Pi0iau Tim Ve befteamgm, RawasersUmsesp wwkvw V"Wo lubmHkd. F%0AOvnIIvw AWWI Aftaft 2130 Po* cwp"J" jo Hall Sancl WrIdOWSWIDOW, Jans0al-900W. P:E. 6 MV2= 4=421= 0I Approold emo"rF undoes Robinson UPWIleablWASKOWIM GB= l5ronel R.Wakel Mort ohill or (641}a2I (M)014W 4"'Ploosse em""I 'o"Okel Mor"'Ufft [10I RIadkilaggelar A the ftworl, Madd Murder ImNew ✓PAWkglkt PMIU vwsoft vftO*mor No, *10' %so,) 1012IIA23 NO Yes NM +3" 2 Wil $11oll V"OW tl* Or X0, Y8:40 x -V) OMWO24 NO yok NO +W-ss 'a WaslIZI(IffildrigWintlow W0,1930MV111ndcre (X0X; 10rx9l all NO Yes W .3QLQQ 4 Berms 100 *Ift INII VaryiBlIdIrsWridow (XOX. iftl 0070= No yes 44 +3" 4p O&A"wneP, 401 mop pral Weldl.Nuaer drNarne,pradielopepawl overall musmich U)" II 11Ypg gleaHelogf, pal 1 eves,10sO1ung Wlndbar Berms 10 A"Irifil filkflpg WIMI OW280091 No yes No WA, Roddal baloargIrl of aluairms A PralliessloilMill Raloulaflon Budding Codes and StwWwds Proll Apprrovall Applintion Detail pol oft IIII I -11I (3) —cu > a) (3) CL Q— CM -0 0 0 C: L- CD- = C) co LL 4- 0 cn (D E cn "o M U) 0 0- CL Dab ow Bob ftrA RNAL TV" *,.I" kt$ft**Wtg "W"O & Luil tYlrNleeavyaemrd me"*awl Asaryed 90" Af"*Wn 2= Pepe Qx Well JOH"OenWd WN60srand Dow Jf1nffL8WcIMPAG =14=1 mi-lul 071=2m Appmwd *"I fiftapir More Rols"011 cQuot linain*."I "UrbogleffOrly; SJOIng BAWerropOrAsperiblar M11J82140010 (55I)I011-01077 .ansomorm AW6&. curl Wel fillel UsUng "Impodudappl—op. Ikawn AUM*h* III Aseoplad bf use a" I &Wvg iliell NursherafReve Ardefust Dism"!lladop liel III AputAll PAWW"t pAsImmes sp* 10WO al Qmz* Pof VdM24%Mel IIII Np Vol No .20*5 ftee 10121 eillingL4ilel 13e*r V 0=012M No Yes No W-16 UIWLV lopwl NO NO .3" 4 sense llygmamingelves coo VW gurgle perm FbW'o'bW =26=2 No YON Pb +al Qp0brAftyr7eme Ammliqll W use Aomeeed me Use Imp,( bell as" ro" all NuftIllor,wilege hvddomftfmd nab inliva 0"I'll-MVIR i Ben"Isooraw NO Yes NO 2 al 180 Or 5-ampm Orfiewdallogmesloser vW surl ftral Fbad VDw (BkWk 3&14'x owlwov No va NO 14&40 81-4m) a Berms, 140 Or 9srarrp"M w"d 8" ok"llfloo, VI 24mml 010m Gbw DDor (M . #n omsmg No yes No 4 Sates ISO or &Wnipass OrAvindsixing omes mor %W t bill Per F Ised V II oftift 47119* x Wrill NO Yes NO +28-20 c= &M" For a fee Use, C= 1"M 'duml Redis"d Pines CJ C= c) I $I IV or Ignomp" vW 2-Wol I= alk"slNaLWr (O6 WII: Cal No YM NO +20II'm cc 2 lit Fell pliOldb, am XkWIK 1&10,2 NO Yes NO +4%41) 00400&2 NO Y00 NO 40" Q w CM fo 4 Berms lag Or Ermmpm Door >My1 011 Pan* Fell 'C'Ursor (SWUM, 47'-aW x 8gfi8nt182 AD yes IN# +211 r-L CU E CID C2 If ci cc U (D -6--0 (D W) c- U) CIO 0 L- CD- CL L) =3 0 0 -glegagagif O L. LL August 10, 2022 1 SHEET NO. PA 1.2 O VJ U � � N � Z3 O .;' � �' Updated 02a ,' Updated V M -0 0 ja -L 2 CD Q O LL -F"� O y� 70 Ca O > -N E 0 � t{� O CL 1 N c 0 w -ram o ruu s r- o C tn7 r> C7 LU r�"x N C r'A" C7.., c/5 = p Q N - � = w c v c w W a � rn u a� � rz • ro � C O O u C. O ^�'a W ^, W Z r� V I _ �` Irtt�� O L� O U �W v U L O W �^^11 Z W z Z Q J SHEET NO. PA 1.3 Slmpson Strong -Tie 2(2t} FBC Approved Products Updated 92l3a12a2D � Simpson Strong -Tie 2020 ABC Approved Products. .2t3412 Updated, i o2a Simpson Strong -Tie 2U21b FBC Approved Products p at t3olz � Simpson Strong -Tie 2020 FB`C Approved Products _-12I30202a For dlreCt tlnK3iosll SSTapprovelS RstedpelOW, CLICIC:HERE- Tat drect Rnk510011 SST approvals RSFed'below, .0LICK HERE . For dueci tlnks toad S57 approvals Rsded;pelovw; CLICK HERE For tAPeCrInks to all SST 3pprOVals Rsretl below,CLiCK HERE -m. FaaddRlonsliMomrationrarNt Ficn s Proorct. royal. mahtlAresrrtlbadeCrwn-.Notice 0r'. ce t c -.CLICKHERB. eg d. g rta -Statewide App �rste ty Ac p an a (!2- °J. addtianalInformation groin FldndasState ..Product":-rcfvar emantlMlaml-badeCt7un.. For :, ..rag . 4 ... wide.. App Syst _ tYNoriCe G :: NO. CLICKHERE. --of,Aoce tan 2. -. _ P { _ Al or additional el IMame err Star: a Product -Approval ' - temp. .IYAarttl bad Coln F Wtr tt. FIXida errid, and 6 8Ys- tY Notice ACCe t Ce` NO CLICK HERE. .4r. err....(.. P A) For additional IMtxmetr regard ln- T S� ewkia Product Approval errand Ndamt-Ciao .CWn an FOrCa At. o.. . 9 .. _ _ SYet atfGe of ACGe Ge:: NO K HERE. kaYi .. ft). N ti p C FL#2385-R7' FL#10446-R6 FL#10456.R5 11 HUS, HUSC series Hangers, Face -mount hangers available In Widthsanging from 1-5}8" tp 3- gl18"-:and heights ranging from 4.5116' m Concealed flange. Sea # Product Model. Number ar Name Product DescriotEbn Sad # Product Model. Number or Name Product Descrintlon 3en # Product Model, Numhervr Name ,P�(g ur eflutien version (HUSC) available for models having width Aquai to or 1 Titan Stainless Steel Concrete &Masonry Sciaw (TTN-SS) 114' diamieter Titan stainless steel rrraronrysorevt< 1 A21, A23, A3S R$4, A35, A44 Angles 1 t3T, BTB, Li7H BrlvkTles than 3 9t1B". greater a 1 C 2 [US ser` hangers Face -mount hangers available in widths rani from 1-718" to 3� KOMM ) xl 4.D P�,1 f: August 10, 2022 N CU i cu p _,_, L L O 0 co to C =3 Co -co to cO C = N c O U- . cn cn --o CDQ} E L O O L Q. -0 . � V^^ ''C J Q Q � C cm ? W C3 � N � 2 vc u 3 m w c Q u+ cx. E CA w 0 E z cn o L- CDL o CDL Q L. U O U m =:3 Q Z3 CL O LM= S� w 2 C: z z J CL SHEET NO. PA 1.4 MIAMMADE MIAMI-DADECOUIM + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ANECONOMIC NOMIC RESOURCES (ItEii) 11805 SW 26 Street, Room 20s BOARD AND CODE ADMINISTRATION DIVISION Miami, P%rida 33175-2474 T (786) 31s�00 F (7s4 3ls-2s9g NOTICE.. OF ACCEPTANCE (NOA) www.miamidade aov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUnFD 3- Sai4; SUBMITTED UNDER PREVIOUS APPROVAL #0 060 EVIDENCE SITBMIT Cast 3, -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE 1 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # I2-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.0 _ Cast Crete USA., 6324 County Road 579 A DRAWINGS A. DRAWINGS A. DRAWINGS Seilner, Florida358?I ,, Details Sheet''1 a it "Precast d r stressedLisxtelDet s I. Drawing Na: FD4612, titled P s an P e , .1' = " r 1. DrawingNo. FD4612, titled Precast and Prestressed Lintel Details ,sheet 1 of r ,v r 1, DrawingNo. FD4612, titled Precast and Prestressed Lintel Details ,sheet 10 i :.dated March 24 27)03 and Drawl Na. LT4612 titled prepared by Craig Parr no, P E, ng 1, prepared b Craig Parrino, P. dated March 24, 2003 and Drawing No. 1, dated 03124103 and DrawingNo. LT4.612, titled "Cast -Crete 4,7 6" & 12 yf SCOPE.."Cast-Crete ., & 1 Lintel Safe, Land Tables sheets 1 throaa a 3prepared 4 , 6 2 f ,�' , y rr ,r , rr 2 titled "Cast -Crete 4 6 c$c 12 Lintel Sa e Load Tables sheets 1 , f , Vt r Load Tables". heelthrough 3 3 lust revision dated (l 121.14 all Lintel Safe ad T bl S, sheets 1 of �` f r a: This NOA is heel issued under the applicable rules d � governing the use construction c materials. g pp rut an regulations g e uig u . of tru lion m _. ..LT461 2 of d h 2 2003 last revision #1 datedA r128 003 both Craig Pm-rino, I ".E., date Marc 4, pr , g , through 3 of 3, reared by Craig Parrr�io, P.�, dated Mich 24, 2003, rant $ p prepared, signed and seated b Crap Patrtrav, l' �, on 08I19/14. � P � �' . . The documentation submitted has been reviewed and accepted by Miami :Dade County RER- Product Control drawings signed and by Craig .Parrini; P.E. revision dated March 11, 2008, all signed and sealed by Craig °Parrpno,l'.E. , o '� 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 (ABJ). L Test report on, j'lexural testing on 4 "f, 61 f 8c 12" Precast Concrete Lintels Filled and B. TESTS 1 None. This NOA shall not be valid after the expiration date stated below. The Muni -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared` C. CALCULATIONS i Section:'(InM airii Dade County) and/or the AHT in areas Mier. Miami Dade County) reserve the right to have �') � C than tY) .. 411013 signed and a earcli Laboratories, ilea Report No. 304I14A dated 0 0 by AppliedResearch s La r i , P 1, None. _ . 1. Calculations or Cast: Crete Lintels, dated OSi'1912014, pages 14.201 through 1423d � , p g g this product or material, tested for quality assurance purposes. if this product or material fails to perform in the sealed b Christopher A. Eamon, P.1 - C. CALCULATIONS prepared by Craig Perrino, P.E., signed and sealed by Craig Perrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHT may immediately revoke, 1., Nine: modify, or suspend the use of such product or material within their jurisdiction; RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . . s i t _ this acceptance, f i is determined by Miami. Dade tonally Product Control Section that this product or material . _ ed Craig L Calculationsfor Cast Crete Lintels, dated OSI29I03, 207 es, prepared b f , pig p P y S D. QUALITY ASSURANCE . l: Miami -Dade Caen Department a Re Regulatory and Economic Resources (RER). P ' i1ZR 1 fails to meet the requirements, f the applicable building code. reel o app a g Parrino P.E, signed and sealed b Craig Perrino, P.E. ,� y b 1, By Miami -Dade County Department of Permitting EritTiranrnerit, quid Regulatory Affairs, t- 2. Calculations or Cast -Crete Crete Lintels dated 05129103 140 es, re aced byCrlr � pages, P p S E, MATERIAL CERTIFICATIONS This product is approved as described herein; and has been designed to comply with the High Velocity Hurricane Perrino, PE., signed and sealed by Craig Perrino, P.E.. L, MATERIAL CERTIFICATIONS � l': None. Zone of the Florida Building Code. , 1. Nine. DESCRIPTION: ( Cast -Crete ) �4' 6" & 12" IRgh Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F OTHER , n APPROVAL DOCUi1IEI'1T. Drawing Tlc. Fi34;b 12, killed Precast and Prestressed Lintel Details", shot l of 1, Lintels revised n M 1 i tens Manualfor Cast Crete Machine Made Precast .a I• ry System ?'�' ,�e3' � F. OTHER ter o Cast -Crete USA, Inc., $ll I2014 signed and sealed b: Craig 1 Letter fromSA, tic., d'a c10 9 gne y g "Cost-Cretea „ prepared by Craig Pamno, P.E., dated Mardi 24, 2(tfl3 and Drawing No.1.T4bI2, titled 4 , 6 & I2 2002. a Corporation d February 03 2012 signed and sealed 1: Letter Cost -fret Carpi.. turn, date ary f gn Perrino P.E. certifyingcomp liance with the Florida Building Code 2014 Edition. P g , n . Lute/ Safe Load Tables,.,. sheets I through 3 of 3, prepared. by Craig. Pamno, P.E., dated March 24, 2UO3, least - dated 2 02, 2. Cast Crete al System :Alamial pr Prestressed Products tier 0 Quality �' f . 10 by Craig Perrino, P.1�., certifying compliance with the FloridaFlirtda Building Code, Q revision dated Tune 12, 2014, all signed and sealed by Craig Parrino,. P.E., on January 22 2019, it bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section.: A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: LArge and Small Missile Impact Resistant 1. .Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, A. DRAWINGS . . Miami -Dade LABELING: Each lintel shad bear a permanent label with the manufacturers mina or logo and ilia Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L1`4612, titled one. 1. N B. TESTS County logo. „Cast -Crete 4', 6" & 12"Lintel Safe Load Tables', sheets I shtough 3 of 3, prepared by 1. None. Craig Pw7ino, P.E., dated March 24, .2003, last revision dated March 11, 2008. B. TESTS RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there bss been. no 1None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . L None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C CALCULATIONS materials, use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement of any 1, None: D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. ByMiami-Dade County Department of Regulatory and Economic Resources (RER). any section: of this NOA shall be cause for termination and removal of NOA. 1. None: .. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA, number preceded by the words Miami Dade County, Florida, and followed by D. QUALTI'Y ASSURANCE 1. By Miami -Dade County Department of Regulatory and —Economic Resources (RER). 1 done the :expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. sy 111iami-Dade County Building Code Compliance Office. _ be done in its entirety. X 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. Noe 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 Perrino, P. K This NOA revises NOA 019-0130,14 •and consists of this page 1 evidence submitted pages E-1, E 2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helm' A. Maker P.E., U.S. elan' A. M ar, P.E., M.S. elm' ,A. Maker, P.E., M.S. elm' A.1'Vlakar P�.E,141.. Pr nct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0e30.15 NOA No. 20-0630.15 NOA No, 20-0630.15 NOA No, 20-06301.15 Expirations Dates 09/11/2023 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 0911112023 o$ f Q Approval Date: 08a0/2020 Approval Date: 08/20/2020 Approval Dates 08/20=0 Approval Date: 08/20/2020 j Page E-1 E-2 E-3 Cast -Crete ESA. 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. Norse. 1. None, C. CALCULATIONS C. CALCULATIONS 1. Norse. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Mu mi-/lode Cotaq :Department nf.Regulataty and Economic Resources (RER). 1. By Miami -Dade County Department o, f Regina ory and Economic-asowces (RER). E. MATERIAL CERTM- CATIONS E. MATERIAL CERTIFICATIONS 1. None. L None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Corte, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Perrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Perrino, P.E. S. EVIDENCE. SUBMITTED UNDER PREVIOUS APPROVAL # 19-013014 2. Compliance Letter with the Florida Building Cade, 2020 Edition, issued by Cast - A. DRAGS Crete USA, .Inc., dated 0611.1120, signed & sealed by Craig Perrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Perrino, P.E., dated March 24, 20€73 and Drawing No. LT4612, titled "Cast -Crete 4'% 611 ear 12" Lintel Safe Load Tables', sheets I through 3 of 3, prepared by Craig Parrini, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Perrino, P.E., on January22, :2019 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. OReluty A. Iklakar, P.E., M.S. Cl Helmy A. Makar, P.E., ALS. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.13 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/1I12023 Approval Date: 08/20/2020 Approval Date: 08/2t11i020 E-q E August 10, CU C_ C C0 >CL C. v O -0 U O it CCS cn -�-� CO Cll Cl) co O ; L O co L.L. y--- O � C cn — C6 (] L z z W J C e.o d -a LLJ c� 3 co N ® fII p -M nl d�x Cl) =. = E =�Q 3 ca _• U W a� E � o 61 U i O w_ S..u■ Z � R5 C) CL O Q L CL U =3 C) m t~ w z 1111J z a t1 SHEET NO. PA 1.5� /I ILI EC0 .1ra(c TILLIT TESTING f3 ENGINEEr ING COMPANY WAMUR A TTI,LT1; - 7R. r.. bi _ :enm L� T k FL%A° 7%.ti6t TTu.0006711' PRWUQTVALUAT1QN tEPt �T' REPORT NO,; 2p-Q?Z8.D1 DATE July 28, 2020 PRODUCT CATEGORY; shutwrs PR DUC us- 15 ' it T CA # +BOf#Y; Stir,TtL':Panels O PR F!'I' i E� L� ,, 20 "GE 0t4LVANl291) STEEL STQriM PANEL: iMANUFACT R U ~R, 4640 S.W. 61 Street E)avis) %dda38314 I PURPOSE OF EVALUA TION, ATiE 1M, This is.a Product Evraleiatioti teport issues by Waiter A. Tlllit, Jr,;, P.E. t$ am ld # 1906)to the Clot l Prot�ctton Products, L[:f , Rure Chapter Mrs. eIG24-3, Method 10of the Flprlda 11,opartmlant of Sustness And Profeslsloinal RagUta'dvn. This pto"ia is being rasusd erf Evaluation Re orte3 described Msreir} nd tf been uoriiied, ll w dei'tanTye-fin aT Cotderros with the 2tb20 Seventh t dltlon of=the FlotId Buildi da arldtctlPe !11`tihs° a ng Is prdduGt ls` forthe pur rsse Intenders a least 6,44, slant ikt thatra, ufl ed by the uode." This Prodirat Evaivatftrn Report shall be subject to review and revistOtt fn use of a 6uliding Code ichanga that may affed its limitations and conditions 2 UIDENCE � >UgITTEt3s 21 • )RRR DUCCTEVIALttAT1ON DQC_,,.CI ENT (p Et9.1: Drawing No. 20-1764 'titled I`4A0E GALVANIZED STEEL STORM PAfili?t_t , heats 1-7hrtr 25 of 26 prepared by 7titeeo, inc ; signed and Sealed by meter A. Tillit, Jr_>, P,E.; dated07(181,2020. This drawing IS an Intl=grel#ar'# frl rs Evaluation koport •,� 63�11'r:1'U':3bthSttec04it;5-I'hlsiue'005).871-10»f Oa�T �,� ixtTTr11r4 �Wrt)�r*Ls 2G-ag to 2 ,ZPI?RT Larde rrtisalle im ct and fate ue load tests were rformed under`Protb T 'S Pa 9 ttB cols A 201, 203:as per, section I= of the Florida .Building Clyde. Uniform Istatio loads as Tr# pet � 202 Protocol, Test reports prepared by Hurricane :Engineering A Testing, 'I))c,, Reports # 96-500 dated 081=fag8 a ,570 dated f19J18! 199:6 #96-T310 dated 139/2011996 all three si ned and &dated by H tor• . Madirla4 M P-_E., Fenestration Testirtff Laboratory; Inc. reports # 2032 dated 04116/1998 and # 2i2i1 slated 10/06/1908 witnessed by Gilbert Diamond, P.E: and Report No; 4219.0..-4a,. dated March4-2009, signed and se ed b dm db ae , 8 al , .Y E . un larg ,Spada,, P.E. °anid Henry Haltem, P.E. Tonsrlp tostreport No. 9CM-197 by sae Matanurglbal, lno,, dated h+larch 13,2009; signed and sealed by Frank t'7rsto. P.E:. ;W_vt- EETiNQ �rA1 EJj . On 20 Ga e a6flixed SeeStornTatatformax,mirm, panel length vs, design. wind load, as well as mosimum arwhorspacing vs: design; wind load and plane!' 'length based on ratio nal and comparative, at_i ais and In acc rdance With section 166 of the Florida Building Code. Calculations prepared bv`Tilteeo, Inc., dated 11103/00 and 03112JI5, signed and sealed by Walter ,A. nilit, Jr., Pt. 3 WMI E 1 ACT &IST -CE N' AMP � targe missile Impact und er section iti26 of ilia Florida Building Code, as per TA5 201 Protocol 4, W1ND LQADS RESISTANCE: Z0 Gage Galvanized Steel Storm Poalel -has been verified to sustain wind SLr ;tires res. Maxlmtam panelJetTE,1#5°shalt bees 1ru11cated oM sheats'8,1fi, 14,16,: 16 9 5 and 2 cif _,1 .2 tl 26 dfAroduCt Evaitratlt4n l0ocument{F'.E.D.), drawing No, 20,171111, Maximum Anchor Span SiLall be AtO icated tin shoats s 9 10 11 _ U ► , \ 'i' 4 1S 17: 'h.$1. 0 26 and 26 ' ` t3 r .o'. , , , 9, 2 of 2 ,tat Prrtdu i t=vaiuBtiQn Dr3Gutfiel't P.E.L?:j drawwtng No, 20.178 5. tWSTALWl0N: Installation shall be performed strictly in accordance with details indieated.ori sheets 3 thru 7,10 thru 20, 20, 24and ~26 »f 26 of Product Evaluation Document (_P.E.D.Y, drawing No.10-176. Minimum adporation to glass shall be as 11ndica#ed<on sheets 6, 14,16, 25 and 26-$26, of ProductEraluatlon Document (P.E31.j, drawing No. 70-176: nFrc�,��r.cladm�,�rrrre��r xn 2>huaark:m ��rq�t�L iEHA cr �rI � A�1I�;SIoE�t�iiCA'I°Ii1�tS: f1 In , _ i3 Sh8 be strictly accordance n r and components . indicated with e $ ar Notes D�1 ;itldl red :on ,. ,._ p�#nertts sheet 1, 2and 22 of 2ts`, of'Product Evaluatltyn DQGIrr}Lllnt fP_E.t .', drAwIng 13o.2D•176; Anchor CifieaUons shsll'b� es tndir�ted ansMeetal' 7 nd 21 of Z6, of i3roduL�Ewaluatlon DocumegtF(P,E,{7,), dt»nng Alcr-?ti-176, 7. LIMITATIt Q CQ IT E: USI= m h Ii�L �c Nit l�ikj O fi, 7:. Shelf be stnClty in compliance vn1YM General Notes. ,'I, tt YMrLt 14, tntlitated on sheet 1 of ik1, as well as general (tiiWYr s i'f 1 thru 4.'and` 1 T thru I6, WI0a%Id' onsMeet21 of2l oi'Prradut lustio[rDrycut>rsnt{Fr-Iz D•},dravirin Alcy: w,176 ,prepared byTiftepo; lne. and:signed, and 0041e0Y'Wafttpr , TOfI ;.Jr,ti.P:lw;. 7; .Product'ma :be installed withih Hido veLMIT1' HURRIOAKE ZONES a defined 0,6 section :1,0k2 oftMH Florida8uilditg hoda_ 7.3 Product st9 u7 a i on st Ito o ° iy � In al[Ead n p uT+sctoonctete.l�btoGk,'and wood frama Stru�iras ncrefa Product Evaluation Report prepared by Waft A. TIM ,, Jr: P. tFloilda L(csnsa No, fr7 Tii' Inc, 7 ,41. , President of tecv, nc, tFlortds C -O0Ii6 19 tT'�1T TEZi::AhM4f,1K€Ct3Kt7s31R:E:. >* 0.Z`2 t 4.611 ,..:..7� _ T3 C S) - _ - 11 " b 0 -41 YEtO CT1C"1N. pnodu- ;rs. LLCA.20 GAGE! VANriEii&TEEL;>TC)R61fiA,P1EI.I.URWEi4GT7,BIREPOkTt.2d1#728:D't I L ECO 1r1 C WALTERA. T114J)T, 7A. P.E. t'rrtCC PR0><11�1)C`r Z .�I ALU ON.¢� �' TtEF�3RT Fli3:.A:l�fp REPORT NO �f-tt?2T:QZ PATE: July 1,:2020 CA. PRODUCT TEaalzYr snsaliers. PRODUCT SUR-CATEGMY Storm varlets PRODUCT NOW; �rA`�E LYAIU �1S4vE TiRA. EsANE4 MANUFACTURER: t envoi dtB..LLC 480Q'S,W.S1 Street DaNde, Florida33W4 : ; 1 PURPOSE OF TtQW This is o Product Evbtuafrestr Report lesued by Walter A. Tlliit, Jr„ P E•'(System iD# 1900) to the,Ololaal Protection Products, do„ Rule chapter No. $142- .3 Method 1D of tine Florida Department of BLiatness and ;Prafssalona[ i#oguMattio),: This,product q . dudtis being isSlled'an Evaluation Report as desorrEred heist and has, been verified. erified fUr cost plfattGe in socardonce with 1hie 2Q2t) Sevonth Edition of the Flor da Building Code a. e product is f u oao, l . B - d ng nit to'yerify tb-o th pro . uc or the .., - _, tntetided p >'iy atJaa st urvalent ''-thatrH§ Hired-' ` e, ad_ to . ri , . byth Code; iS P valu i Th rodudt E _at on R :' .$h ll ;s to re 1 a d revialti 'n alsirt a Ub.eGt v aiAP n n) Casa 1af a Ruildtng'Code change lhai m0y affied its limitations and cohhditions 2. EVIDENCE B(1B�iTTED X1. Pt3tlDM1tG7' 01 LUAtION DOCUMENT fP' E is i' Drawing N9. 204T$, titled A24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru is of 1tt pre -at by Tiltsco, Inc,; signed and sealed by Wafter A.. Tillit, Jr., P.E„ dated 0712712{)2ti. TIiB drawing la an lnteAtA +t#61s EvaluationPelatilt. �0,;� �1/,r'� y A1iRt0t r, fi35 AI:Rr AAtlQ#ty Suitti5 1ir0iFlltyrlda'3316 - PJ3H t4)5) 81-I�it I531 FAPlP�Nf)UIL111L �1:09EQRTS• Lar. :missile impact iood'te>#ttwore arfbrmed under SSTD -BB standard, 8e p , _ . , p 12 s#anda d as. per section 1609,1.2of the Florida Building Clyde, �Unif rrn static loads as per S Hon99 . . TT A.3 rAS ^ 8 . , ps 7tv. E 3 0 Test reports preparred by Atrterican Testing Lab ofSouthFlorida,I Ra ppr##] 1 .01-l1 dg- d't3i11Q2 witnessed bY' tNllliam R. Whiner, P.E., Baru Moroz, P E, .acid Henry-tiattem, F.E. acid f2epprt Na. 0219,01-dg, dated February25, 2afl9, algned and sealed by Edmundo Largeospada, P:E. and Henry Hatt6m, P.E. L€irge missile imppdt and dyolic loadings per Protocols TITS 201 & 203• as pot section 1600.1.2 of the Florida Building d >t u n9 Code, i'+ss fLegntt prepared byAtnerican Tasting Lab ofSouth Florida, Report fltx T123.41.10, dated Nlovrimber23 241t) signed and led J E. po goad sealed by ulip Gonzalez P,E, Transit . s , e test re rt No, 9CM 1 e pc 98 bl+'QG tetlurilr+fal, lnc.,.dttted March 13, 24t19" 5 e a� sealed _.l�ri d nit as ed bjr Frank Grate, F.E; es,per,ASTM E,-9 and Telnslle Testis: r r00 Motallur is i R ort ilia. 1*M-13I 1?e g 1T a t3 :.sled BCatntier 1 r201 sr nett sad ssafed, by J16try Jao)ofano; P.E..ae per ASTM E48: Z�,�T�l MRAL 19NI NURING LCULAMNS! Kin 2A Gage Galvanized Stoat Storm Panel for maximum panel length vs, design altind hailI -as well ae r neximurn anchorspacing vs, design Wind load and parrot length based on rattonal and comparative ha t 9:analysis, s, and in accordance With "ctio 804, o ":h .P . Tt 1 f t e a s Buitdi Code. C i .rid st s at a , t cut ! ns prepared TllteCo p _pa d k3T Inc,,, dated IV! 5110 and 0812 113 forthis revision .si 7 _ { )r goad and sealed by , Walter A.. dolt, Jr., P.E,. BILE EM RE:3ISTANOE• urge missile Impact under section 160911 pit the Florida uil#Ii- ode, Asper TD 1 r SS 2 99 Standotdand T S 201 hj 2I'Gage r7Slvanizsd Steel 9tlarm vat id hss been verifled,to sotl:46ln wlnd'- pressures. Maximum panel lengttVShall taa as indicated orr shset:l3'; 9,10,,'11, 12 and 11' of 14 of Prddtlet.Evaluation'D.%u[n)errl (P.E.1T.); drawing lko: 2fi•1'I's. Uhx1mum Anchor Spacing sh ll aaliadi tin 1 1 pa g . a be cared sheets 6,�, 0,,1 ,13thru 16 ,and 18 of 16, ofProduct EvaluOeh 0oournani {P.E,l7,), drawing"No.20-17,s. 24 Gap Galvanized Steer StoM Panel has been YeKffdd for code compliance to wark as a,non­PoMQSr alarm shutter assembly, as per SSTD 12-09 Standard: _ I S: INSTALLATION:. Installation=shall b4 performed strictly in accordance rnrith #efalts i scat on qe y nd ed sheets 3 thm 8,12thru 18 of 18, of Product EvoluOlon Document (P.S D ), 'drawl =I7S: Mi im r1g_CIM, 2tJ n, ,um se.parafion to giassshail lo-as :indicated on Sheets 3,;'6, 134 14,15,16`atnd 18 of 18, of Pfedudt Eveluation Document (P,E.D;), dirawing slo. 20.178, _ AikT , r I CHAR=-!Ee ,TLCSL.ANOSPEC[pI( nd=NS• Shaft be.st(104inacccordancewith,General Notesend Components indicatedon heel a f 2 d f1 D ro' B Ah 1sn. Z 8,. P duct valuationDocumerrt{P-.I;,D,)�t'draEwing'No'. 20.1 75, Anc cir ' h S clfl " tins M` II s a e a .i d Cat d o eel- 0 1 Hof o ro u 't .Iaa �► t1 li sh 1 f i31 P d, Svaluatkrri I7oetttnent P,E.D, .draitriLtg Nt3.20»176. { ) Lr c A Z. _7. __Mt�TIDN,� A1ftO0JIIIDITI0NS OF USE. - on sheet 1(rf 18-ref Pncduct Evaluation Document P.E,t3 }<drawing No. 20-175 preparetttiy Titteco, Inc_ and,signed b and sealed UvEI%rlA. Ti111t P.E. ra9 y _ _ Jr., 7:2 Prodl tshali not Rae installed within HIGH VELOCITY HURRtcANEZONES aB rlefirteddrT secflai)1CZ0,2 of the Florida Butkfing Code° 7.3. Product shall prily be itisialled hitch poured concrete. conore* b[ocle9 and wood fWq* Olictutoa. Product Evaliiat o'n Re Pro > i . part p. ,pared by Wolter A. THiii, Jr„ ]P,>:, (Florida ,License No, 44167' oresid tit of -nifor o, rrtc, (I ands CA-baasrv9} WMIIL n_L TtL7�o AphTOS RECOf} I tiAC1+fLNFZEf1�1ER1 S1tyRM PANq O N Cn Z7 > O N U v Q_ O O !� L 0- - U �+—' to • — N U C� -- O = O O O U_ O — > • — T.iE V -I O ♦� O lL 4 E Z Z W J COMMMENTS FOR REGULAR A UEE GAF ''-f STORM PANELS t r4 x/�, a/�, <I� s/s. Ufa, �T B,e N cue: THAT CAST STOWE, OR PRECAST CONCRETE PANELS, STUCCO OR WO00 SGAROS BE MM ON (Sc"1/2-T'1 iW 4,1 O, , 3 4, 3w%1O, 5. 7/! c (11A{1r 1TrR >m E1OSTM WALL, ANCHORS SHALL K LONE. ENHIOH 1O REACH THE AWN STW4TURE OD" SIM POEL5 / 6/5 o 1: SFOf8r1 PAiIEL SNOWN ?7L rHN3 PRWuO'r fla1lVATbN i10CUMfNT (P.6D:) N4S SM VERIFIED FOR:,COMPUwa N AN04W K SHFtt. BE AS ME91190.b to 0.1) Am IN M2). _Ts,Toa^ (TOTAL warTkk:�-�.- ..,.._ ,�.__._._�..�.. + 5w�10,. OW111 h 7Wj1 i !V •- 16.156' OCIAL WON)----- tt 4rm aktnCr) cF na,MwNLx 9ungNG tC) �_ 11.sw 4� +on* — � — [ C= QES1Qd) INNS 4OA0:4 91Mt1 EE Nits AS PER; SECTION t62Q OF Hi WNITONED< - 1/4 ':TAPCON IIrSAS, AS Mt XUFAC'iU 9Y I,iw BUµCM INC F, y • � '�(-,-Mr------s. •.: _ E 3' FA114 : ANCF�RS; .NOR CCIVCF Pf. SEE SCHEWlS�E ON Sq '15 8 is {) 3' WX ® -a A.. : ... ` -^ #14-10 PARELMAX F`€MM& 0 Ago P.ANELAVITE PEUS:AN ANCHORS, A5 MAlAtNFIiG#STfffif dW C%4= #51flUC110N PROOLLCIS:: ! - ,.-«,,,,,,1p 1 f4,_ _ 4.. ^- I "t TUN.:.'. r'UR YICDii Sk : L71##' tl!i SlIEE1S 10 dt 1t t NW, 1 W 'FOR WNm.. AS RES}GORii TNE.J NW7!ERE YHS SHUTTERS 'ORµ. Mfi RiST ,ANC - �+(>NS R... .. f t„ s CO11 0 :P41i A Q@iiGit1Y FM!:TOF3,Ndr .95.' A5cE 7-Te ANC 5MWi. NCT E7S#`tl, dTie• AWAMUM�, kS.D - r!4'Y L+C SLNEWS P N:U:S. 3s5 '•w.Y` 1. :. .� .. a aC x S ' :. :... :.. t"._ F C "`€ r .3bD` t1 QW :: iwcc 1:SSo^ a a' a :a .. »., ca it $W PRESSURE PFf" LtLGTCAM E#A`SHELTB 7 THRtt 12, t4, 1%. 16, 75 &: 34: / . P /6 W4tOo 9USNMJrk-AA CIS1HIfHU CJt CY ALL I+OeNT SCAEtVr h s�raalsro CO. � ^, _ � 1 a , '.:.. MKVEp' 4TEt1 .{' _ a oRnER xD rrea:»r � +: ULTIMATE DES" wNn Lori uEranuuNe, stet rscE 7, l6CI)1 � r , ,. - D'• � .. . 'J 4 , McWtAUM TrmEAp MF I R iRON RNrD warO Da rAneoam wCH s ratµ A kki t M i SFtAkl.9E FS,ST RECpiCEiH TO:A30. DLieN'-5'uIO' LGWSBY MW.: 6Y ,6 N ORS St44J; ,BE t/.2"' AiR±:2 P%7R ELCo. PANEiMATE Pws .r . �.. .r. (��j-�-�----v TN'hYEaO 1tIETA C. OIiD£R 1D:. ,.. ,. �.. - � � : �C/ 1' � r t � � t ; � , r # r r �i i �t N COY Aftlla 1>ATkE1,AtNE tuLE'. Uk, (' 7_ « p.*b i!R!.'iHfCKp� VANE W/ IA0.>d,6) OE9tU'N:PNEE9IME TAINTS NOICiOtO. CNN: SHEETS 7T#RNj 1^A, tA, 'tg, TS, }0 R,Zfl. 2.6a7 2,SSi 1 �m at>Es ED9c, � ./ ! C-ao w4Y. � � 4 3 $`+ , S': � I . -ct � x Q2}�T11H'1R6lLC PFJ4TFATIOMOF TAG , INTO XMCCO FRAME' R :: m 1 21 TID IHREACEC .2, 7 A4iti:A-0S7 3: 3 1. -'• i c n. N OR�F:.k TO VWff W ,944M ON THIS PLEA'• AS TESTED WERE NOT (6EA STRESSED. A 43W R{CR W ALLCWAILE � j � its 6k'7. ,�iMt:t /. SI�O:. TYR.. CEtAY:. 4 :� 1' t � YZ t '. ry L.) Sti STRESS FOR WIND LOADS WAS .SM A SO IN iHM ANALnEM. FASTENERS'SPACNG TO WOOD *5 BEEN OttF7iMMIED R1 P6NEflv:ETON 4. SiUGOO S1A4L Bi CON&DEtLED AS PART fK TIE REgtt,K#n RNA IDEP 7ENE17N170N: 'w ECCE.. QVIT W ._�. l DEtgl S-,.. m 9 a_ ACCORDANCE WART N.D.S. 2Ot6. C:a) MIMMU\i EOSE pISTAFICE of :flf:5CRE1M5, NDS WOOD SNAk BE AS RCOTED IN IRM OMWERC- . _ M6,B iF-ikt.OAE , _ _ _ M• A - s. , ib.S ® 'c� O (T7 :� A d PM�:'S ,bEtAN1CY PGR RetPACT ANM:tMN6 RFSISTNKE lNS MN VETiS1M IN - WITH SECTION 1626�OF ---- _-_-. .-.-_______,-...---- ..<,,...m__„-----.----< 1HE 62 h1FMCOM A PER fARM6CANE 17NpNFE16N6 & TESt1NG INC, S SIF- , 96-510 & 96-M AND CA) NIMMUA PEtIEtRlsii" OF WOOD. 9USHINO SHALL K !/E'. 1/4' Ik•-iO-SCREWS USED LL B' I t/2' LONG AWNMIIM G-..7.3tW, • S� : 4 � 4? G � F'ENEMIAAON 1`MM I* MiC„ REPORTS 12032 & 0126, AS PROTOCOLS !US-201, TAS-202 M10 TAS-20a 3NOULC STUCCO: F.XPrtc , " t" UODUM. t'OR WALLS WITH-. NO StUGIX1. ,.�..,....,.._.A��• � t.35O' � _ �� g C- � � AS WELL AS ANERICAN TEST LA$ OF SWIH FI.ORIDA REPORT �19Ai-O0, AS PER US 201,14 202 MID - i�' OR WOOD "003 at MIND (�1 5ri1R11 PAlZEL a Et1D Smilim P Nir- ? �' A" 9LI INUM E Ns. CIS) WAlL AmtOHgRS i3eMiL BE 1,414 ENOUGH To REALM THE VAIN 9rRUCfl� $Ek" PPRas.. ON THE E)UBTNtG a...�.,..i.16i' a ALL ALuµ+NUM Dams GNs Tc boss t Auar ANo tEMPER t mNER1n r,mED), set SHEET 2 ANc�Ion+GE StauL µE AS uwnCaEC N CI}. CA a c t) 3 ALL ALUMINA SHEET IWAL USED AT CLOWAES SHALL WAVE 310E-404 ALLOY. a. 3 S' cc (0) ANCMi0R5:5lMtL Ri59'ASi#T a:'Ct1A%NMG ALL OF THE REW W,Nt3iRON5 / 'CGtS OF THE ANrtFMR'S MMk1KACfkRtETT. `);y '.tom• .. 2.t67"— OJ 47 _ _ a) w am A ALL STEEL SHEET W7AL PANELS SHALL HAVE STRUCTURAL OUAIM STEAL ASTM A-653 MODE 60 ItNIMUM. O-6o PAMMS DO Ln "'•_ �. 1 � t0O• A: a •T?y' _ .�.7 1 41r-2a, i 4Y-20.- ,�T25• - - .._ .. BOLTED PANE355 W/ �/N-20+1' 8. PAriEt5. kAAY ALSR BepAiEALt._TN #IpNFA1:lY FOLLOWING NlstAllATDN DETAASSNfhTN ON swim 3 TNRWOf+ 10 (SHEETS a ,f25`•I; s,W iwFrtD / ^-I�,760 ktN80LTE4 PANELS �, .9. M.S. 1#II:T w/� 7,/.6'.�� s 3' 2, a c mvmm STEEL 1foR W/PY• S&S I* (AFTER R&.M). W%+1EL.i@D ED6C'' : 4�> ° y )) :Tod" L• j .. ,tro' 'l IQ4 /g' iHIRWtii 6) E]ICEFT TORT NTXi r'jt 6 f y Sf1ALL NOT ># UsEO, .., j &• - t0 Am1IRE • m s z.., {SEE SEGTi(tNS AS F: },{ 1. .-. Lh O EA QVElNJ1P :� � � • f4 �., /2 1 IXQ. T2 1/2* 0A . APR 6, ALL SCREWS: 10 BE STAINLESS STM � OR 416 AM SUMS OR CORROSION RESPERMI T COATED CA MN SIM AS PER SILL R SHALL �BE THIS OF THE CONTRACTOR YO VERIPY. THE SOHA'IfiRl:SS � THE STRUCTURE WlR;RE SHIATflt. IS To 8E .r "``��� � ! .....� x � � APPLiC:iBtE) - t ( SECTIONS AS LICA�&) � DR 4N2 W/ SO . YtELD ST iflt AND 9O X& TENSRE SiREkK:M 0i: 91WL CCkPLY,fyf R:LOdUDE: 8t1aDMNG CODE R s .tO:O6• .,SF6, -TDD ,: tt Via' tQ- Sk7CT1OTI 24t .3:.T•4: ATT%KVINGSACHED OI$UTE PROPER ANC. THIS SHUTTER S1MsL1. ONLY BE ATTAiO$EO TO CDNCREi.. &OCK 0R WO00' FRANE ,. { +• D03' ,O_9J• 1 ii 1 ( 1 ,L,..., 6. UpLrS TD AS,1M A-3o7LI STEER, OR AM aDP: SERIES STAINLESS STEL.:Y6M 36 WN . YSEtD ,� •. 2:000` -^. {! iNRRRlM , . !.. F AOa.. # t '..93A" A,EB" Sff . __'- ''/ _. ._.. fix, , .� STRENGTH,, - $0. EACH IEOULAR $POW PANEL. WTW W4 HS OVER 6'-E TNROUGH LE'-*, , AS PER SECTIONS th C 0 & TD. AND: AL1ET6kATmM 8W, �G 2.1 L 6tTA6 'OETAA, # - 7 ANCHORS TO -. RIV & 1GR ON SHEETS 3. 6 # 12 Y: SAE. RASE A LEOtSLE ANO:6EAotf.Y vf5iD[i': R+SIRUGONG OWNIER OR .: 1....r r' } W!Ai SI'MtL - F3LE#E TEAINAr Ta SECURE PANELS'WRH APPLICAELE RLEINFOROWNT OLM04 PEROW 0r HURTO TOME rtnRrNNG... � �.- I R: a. :375 ( 1 ,T25 l I o .� U4 It THE SIOUXlATTO R$7D: CAVLR 1tL, SLIUrRER t%MFYtNEPiT EDGES WHILN REAR. :COIL W. ALT WITH � $ MaE t,60r t6D0 �rALr. _ -, Nr .TS9UCLks .NIT / TAPCDIT ANCHITlR AS NANUFACILNTEO 6Y LTW BUILDFtR, tNt". (Mkt, rros3t5s s,) TPrE SUFFERING TOP Nt Wm4WWuR tNiM2UEaN. l 11ETN1. 1W. SO' tUY , Y,.., - t/'4` 4 »:? Y O#N-RiAPLiORS. AS:;;NPNTYFAOTUREp CY DEWAtr'.d4G. \mn. T"s�p:ni.j _ n:. I/Sim x.3AjAS"SDI9D-5Er , A8 iNsPW6utED Cr PgNT9CREW HOLY a :dO... t2, STOAN PAflF2. INSTALLATION ',WLq,t ODLai.X wRW SPF,GS NWCJITED IN," RkTAWfNt::.: PLUS AHr-Btlkt?NO AND ZONING 1YF.6uLATRRIs RDLMEO �CORk1ER 4 EH45DF PnNEt9 ri.iYt:rf�{, ,: SI^ i" __ _ ...,....- {Len., T' PROVIDED W THE 0K WOW PERMIT Is APPLIM ro. ..END L1R NEMIAED EDGE. � A'7• � o Z h - _NE110ER .i ���' 4 Bill4i� >t�F wmw sT'Ub A1�9inE tA%1"Ii - jt4-toPMiEiAL4TE FGWi IO k PA71F•tEfAtL PLU6. ANCNORS� As tALH4PAGR6t6>' OY E,Ctl O(7XuTRiN.'N4N PRORtRDS: t] (o) Tlgs PR6f#FCT � D9GUMENT tP.E.0.) PREPARED EY Tn13 ENGINEER iS OESERIC fJd9 :EELS NOt PRONRE INPW'9M11Dti tN�B) _ - rA191. 1+ 376fR pa t) FOR tom 5FEC#K PRSMi4T; i,e. MTI 111 irA SUE CONOMON5 DEVµM ER MI'TiE F,E 6. - 1/4'• CF Tlw-of6P Ar}GtIORS, AS Nl4NUrACTuaED sr TRu-PEST caRPORAifON tr« BCD pv.)' —� s r t ter.. 1 / 11 W 1 1 T-.►01,. _ r--. 1 4,24,34,44,55,T5, A.1) emmnlM aOm1#3 Ii. TAPCOFF ANCHORS MR) POURED OORORETE SHALL BE 1 M/4'; 2" ia1R P,9ik1MATE ff1A' A!E (b) CONTRACTOR TON FOR THE SET.ECRON. PttRr,ttASE AND RNSTALu&roN mLLO 4 LYe SAEm or nOs PAouxT r t� tlET,u,4 -. _ �(y.p 4' � " 1.Wf 10, 2YIr�tO, 3WJTQ. twf tf),. 6/r5 '- RASED ON THIS PE.D,. PRa4t9EG NElSHE OOE6' Not iRETM1E FRpM THE eo,>QF11DNs oETARED ar T16S OrE:UA2Ni- r •.390- ".'9F VNSL ,t6S` Jaw- STD. (.. AY-1O, dW EAR'S ¢ Sw11MSW%ORt 1CTETE 9EE1 9ON€4iiLE ON ',JiEETS.6 k 9,�_ '. SI AM PAI M IL PLUS AND 1 1/4 FOR CF TAT' -OOP ANCHORS. '17 'Ow CONSMOC{RRi SAM" AT SRE 0 THE CONTRACTOR'S RESPONSIBILAY A2) CAARS^N & SDLlQ-SET: ANtC1lDR6 SHALL % EMBEDDED 7/6• Wi0 THE PDURiD CONCRETE. NO, EIIfBi&ffErT 9R0 + STUCCO SHALL ' PEFtRT1Ep //4' IL-20 SCAELYS USED SHALL !1f t t/2'-LONG Mt1ALIM1 SHOULD 9RI000 E79Si, (m) THIS PR(M N UC'T tVAtIMM OOOUMD1't' K L 6E CONSIOERED OWAW IF MLOIFtEi2. - yyA T S SAW RMIET{D m FOR NOOD SEE SFt7ONs 4R SHEETS LD h r t 40 1- MINIMUM MR WALLS WITH 1O STUCCO, ANA MAY BE NEAOW SCREWS TR ALL THIWMED �T&wS W/O WAD, (d) SITE K.4d7Y.tiO3' �.+ _ - •�M1 ° r 1 _ s j 1 Amu 1 42 TIP 0,t PRO,RO ( SHALL OR PREPARED 6T A O FLORIDAWHO ILL SE REC E7 OR TpCfjRTECr WHICH WALL 6iCOME THE , 1 071. BUT LAIN WNG NtHS- ENDRNEER 0% PECt3Ab (E.tR.B.) FOR iFS PITOJECi ANO WHO WILL SHE F`OR THE l : 4.34J' •R.Ott2• , 140 t PROPER 1� OF V P.E,O. ENCdNEER #RECORD. ACING AS A Oe.ErATEh TOAGAEER lO T1iE i t -64 HtkE-MR :1 .tom• ,09a• . t.0)5 A,a) Av CASE THAT PRECAST S1011W. PRECAST C�iCIiEiE RANFAS PAVERS STt1CCO OR g@Op 5yRDS 1# £OLRtp ON TOE pE.o- ERONiEER, S A11 StBWY TO THIS U4TTFR THE sRE sPECKC DRAwwOS fOR tTEAEW, 4OOAIgN AT may. t = ?A' REGULAR STORM PANELS 1 ' A Elf ELEVATION PANELS $KXL�WCNAS ME �m IN AA) AND I T ACK 'Ti?E #UN# itR1A:T49LE. CEiRNO. SllLi (A)TN� P°E.D. S+A.L WW THE DATE AND O WNAL SEAL AW SWNAUIRE OF TIE:�M EVEM' PANEL Q/�M e�... flAGINF,ER of RECORD THAT PREPARED IT,. t • L , W � TITS. (9) yG,•rJl& T� Waa1 As1x O-9D. 7.WlD' * ILl�i.� ASNER C�•iy�,�� pL�•P�'E} 1/4' Mf11{. GAP' 14 SHIRTER uARUIN ACCOR?S CE W N SE � LOCATED DNA READILYLOW UILDIE LOCAL E STORM " g+�- .D63.• °'fb IACrC !..- T � N «F'"` Tl'tACiC. iirR7.:�i:ir ,� 2.tn" - t/4 A ]'APC#d .PAX:H01T'3 A5 MANUFACTURED CY I. 1'. W, BINLOFJf, INC, PANEL SHUTfETH N � iLttH SECTION 1709.9.3 OF FT.OROti BlILLbOM, CAttE. ;ME tA9EL. titiJJ 1 4' A R 7/a CALK-4Hd ANT2#}RS° AS MANUFACTURED OR` DEWALT tNG. (WN. Nt+•1sOD pa3.} SHMA. RE PLACED iOR EVERY OPENING, LASELM0 TO COMPL4 WITH SECTUN 17G0°R;2 OF THE 0.4" (IRA,,) M' n S'wo Oft Opp_ «1 WHOLE %*I" *'0 % 3/4• #A.R7»-%T ANCHORS. AS 061MWTW Of ALL POW SCREW, WILT & 5PIECKTY ep, PORICA Bt.M,9EA5 CbOe � CALzS:EAxA'' L �'"1 (MIN. IP .16TO p aL) c .: arMxL ONLY BE a6 Ltltg6 i t ref* l� a 1 #t4-10 P!:WELMAIE` FEMN.£ 0 ANO P+WEIMATE PLUS ANCHORS: AS MANUFACTURED V EUW COtP�rAN onm 9 PRGDUCts (AM1i. rt*2D7t RNA) µLMTMHMNHs odaAkr PEFTRHS 1H ras StxvE or rLGRrLA L 1 t•Db3 `> C� � �"` � +� 4/4' i cF..rAF--•CE6P ANCHORS., As µMIgUFACTUREq BY TLNJ-FRET GORPGRAtNRr A. TI , �,...:..• 37P tTA AA1AL C°3) MINNLRA EMBEDMENT tRT TAITOON 1VlOHdRS, E4.GtY°PANELkAATCS AND ORTAP-•O:' rL(ifttUA..:su4wtMs- CODE . "h Ya)¢O) rorleirn6 ZHurW -:{ <.. .: w p, 431t61 '. ' i ;.�. ••.,;t11'^ L y ANICHM tNTD T1E 1'T+ r ass aw" uµn- SHALL ®t I L/A ., eroaem realm° nx - Tk fLtaR10A HU1LOrNS CODE IT Y6Eaal HUT41OOnW Zon9' EN ' •.T rLOa1pA 9UIC 01NQ G00E H- Ir Y•W6 Hu can 26Ft6 yt RO SAGE GARVAt ZEO STEEL STORM PANEL Mom 9mtoA' s A: 00. 4 tAmw m6 o�T•� Npcts£i aF RANT � : ATi �raa i Uarn 6e rs, 9�m Tama, we fP: 6,2) cars-N a SWO-sir ANDH� u RE €�LMM 7/6 INTO 14 CONCRETE I9UQCK uwr: ao #67 m L. To , .- 20 DAM "I VA = STEAL SIM Pt 7o CAGE GALVANIZED s1EEt RANU INTO STUCCO. SNf" 9E POWTI6D.. Ile •-20 SCl�ivs':USED SHALL BE 1/2• WHO MINIMUM S �CO • . C ••,• ssD .,T: tmg157E' : � }, ,.: 6Nino:sE .. • .4A167 _ 9RNPI m DOST .AND I•:MMRAUM FOR No sot. _ • MDBAL MTEaMN � 011C'TS, d U.C. °' 1Qp9 : jil�„I Q ,E �,�'_._ ... --.. z , s*,. , w,uLS WIN R:co. S7 1>)rc. 3.DD0• � F •-. .r....." Haav�9 SECTION A --As �rT. � —� a7AmVAmAP 's t'•. ()f AgmsW.6,mm Ai PAN L ,'/(1 �10E GLOBAL MTECnoN PRQDUm Lm ,,, - titMAl PROTiGTWN PRt#DkiGiS U.C. a„c 'r�Qrt41~; ...1. wAWMLAf mn ReEN99 sTsa WxN6a6Tev 20-176 PY7: ja T 0ii.iG�►lttMt, AM14 51STREEr NHS. zq ATf 4A, IL �►�1Me. +tnasxIIIS T °s •,. @ CAI Y s CA-aaam9 +F\ •. m .rrw.ta M ale dlAHA-2s.6, ,Toe (u6+SM T au, aaa As.,e.. n Hale *W Roe 20-176 .foe . /r'+ PPm M-nmi �.. ORUtl1G Mx M,TERNAT . La W 40 tAA 1m GANG R �3,4 1a OWC Ti.. X. Ax ,. �. 20-17G sO,p.-QRii151RWHN6 Nx / Na ii TAY)#1E3Y litGt C MCNJ1tRW SLA5IWR W Mee•. (mmAMmm- d6A�eY"eN97 - F a.. rG eY1ER A. x,. P:E i -� - -. fAlat ,.p to .7/6"Am3/37'Wt4tlM a,a. Aa u+A0r9.krx _. _ - _ _ &TESL OR NTAw Pules t 6ra� "� ax. - - Fina r �ccr : or is 'µAM NHM r11',r°... a1�r E at 26 L 6 T+. � \ �6 -1 ,6 6 ♦ - i !R. 6 i _9 A A_'•f. 6 \ \ L ti CRE E OR win &LOCK '. � 5L4IlI�!liltlS�I 3j6�9' SCALE a/6,.1 SIX sch"" A OIAmm. 1 f k 1 1 + i oaa i 1 FI 71_'S AttC414�4 •'SNEET3 6 ikti 9y �'at'7: ilE• Ammit NJILA JISIILII#ime J E,0; + EFIGE DISrA11GE SHEETS 8 8 9) !�ffi-FLR � � SEGHONS - TOP h BOTTOM MOUWMS CM BE COMER :D N ANY WAY TO SUiT ANY iNSUAL Ar10W: ,_ -- 71 r.XM Aks ;n:AFLl . AW ,V `6pALE a/T6«i" ,r,TAwA"a�M tAs� a �Plaw3 � ,� ixALE s/T6.1 Mn. . ,� W�veowit"N. ,.. Yw�i A'' A��i' W IbnY CASE C ttl3lN) /p WckEa/1F T- CAl1E_it {Ei I? 8a ,ru mra9Arari ••Q� 1',,�r: tPlAN3 SCALE 3,jt6=t' IfeLISE. E tPLANI sr�t[ 3/ta •ts 20 GAGE GALVANIZED SrEEi, SFM PANEL.. CONCRETE ANCHORS .T6f�OlME ON ON 5D4 OF V. MA% S,s. S%T ' WING MIT �g cOA ilmi10N f ��(, ; E0. • EMTf t1L4tANt;E (SEE SCHEDULE ON 1 TOP 6L BOTTOM MQVWM5 CAN SE SHEET 9) COMBD4E0 It+f ANY WAY TO SU1't. ANY _ RHSTAu�71ON:..... _. 1g Ri �I t ';y' - --, SOPO.E 3/32".1 ' Ile MWL:CAP 2.67• (A#i a,El11.+LP �1 W4dtE HILLER'} , gEtlTffr)N a � va.i SCALE3/a;r"eT' }� .� O U O_ . Cl) ICU Ll.l ZQ Z Z Q J SHEET NO. SH 1.0. on Emenma r,,x r ON WALL AND FLOOR MOUNTING ANSTALLATION FOR NMI' r'eS ckek __------�--a. JELff PANELS ' r 16 , x + +r 1Ew �OLTa , A1i0E-r I— ji�r, Muni ,. i\I#t NA': mt.N1 ,• tlpENri) ' WAL61i t ,/ �� k aY 71M1t f0.TA +, a' w+u. itmt# �" 1' '4NF16 WOO v.. , t 1 x 4 w pwr a%,pmMtt+ i F.„ Utflt2 t fit• ��.A�PWmP�alvaro. to omA.r/ ��^--`� ,rrAtAw •7as.im�u[err Ae.,wa5t. r r, - abas•tf Aua i'raie Aio `. ar 1e`� ataua!uf>wr rfe sem � t t t. TINtfsJn'. • eia.t I. sr'i. r me Y MOL RK asa �i t ."A > t gatC®EfgiM a A. Y�. R Oro!a eJ4'® - �� 2. +-- vetfmlr Orin •.19YY11111oN. E� 1 -1 ��n�r� y y �' Y Xifd!tAai[�...�1.-F. LYiM'w. 9CNFi Y tl�'11111 scAii llA`�1* "pr+w!Yuaa rutrnJurw an r�ac +�`,� - mNtcrAafon f C=.= Ad 0Af t 1� * ik • t1ra t ncal� FLORrDA tuHNc c h ai r tN1da . .l's=°titer. Bu ODE Y Oa � � Zon a0.1EN,F0 #itifiCa..r!u. - �.. T� �i d'�. P .• wt, xD ti�4DE tiALVAttdiED St£6i. WORM PtiNE�, 'P tea: sauE a!e-1 E'aln/o QMAL PRtj'i�CTIQN PATS L1C. ate. 'IIt roc a IM ,. peon sw. rn strttt • M0 BE fffiL 0 vp D PANELS FM 1OP tAt1E LLtON Y:W At50 ALI#II_W OR B01T01.f'sD 1#tAT fi IS LOCXIEDlA7 TOP M tlOtTOM OPF1tIArii. Fa �:. \ n yr A.NG .a1r, ft rm uvwm N torte PAra oatoANa M! 1veE tar t BOTToW afOsxt. (asF}efM-Tw.e. erne ps�w-errs PS ear ..rs rr.0 tnewr alYrlEir N. IN A ;tom ►.E;'; as Es.ru s i - SNtRY 10 +LF Y r. tAXtloaf -RBDU�A �. •4'xi 4' �,{�"tfihN +'" a1LtERNA7fVrf tW 9ON,M 1/4'': 1' 1. iNVA UATtON$ ARE ONLY VAILID FOR BUILDINGS WTTH .A S.D. DESIGN LOADS UP TO +55,5, -72.0 P.04. AND PANEL'S LENGTH UP TO 2. FOR NEW WOW FRAME CDNSMICTION: WOOD MEMBERS 10 BE SOtATHF:Tit•1 PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR Et{3AL.. TOP -&"'BOTTOM, MOUNtINOS-!cm HE COMBINED IN ANY TO SUrTANY 1 j T41�D" � w MR i vomr M R# taA7B I i t S` 0 11 1 CC _ 7/yiq"1 7�`!sc y3� 1 /a' - t/w-a+• Mears ars',d�: (rx 23 E>,L. s'tar- tusE ( i 00W MhfsrtE 41 6i I � tii i4EE act. tls� � tF <Y J tlM im %AHED � f i " ew...1 '/ <vl�/f.•.^.l F. rJd'venre+.t r{{P ffi+`<T9Y # PI1#rPL11 f.'aIL`AEtE t iNf. LbfA. f4a11IAEp ' 69lECR€tE A1KEf�f^�'--' 1 !��Li.{..IAO{jt�ii� J'ISTdWI'tWN W�_a3HHQ �#t� 11 ..i..a,.��_ SCALE, us- . 1" � � E' Us' ': i-• - WDTES ON us earl-w rennu IrL4TAL 1'N9N L WE SAFETY STORM PANEL. CAN 6E t.0090 AS AN END PANEL (SW OR LAW PANEL) ) LIFE WYETY' PANELS ANY OR MAY W K ALLED 'T0 NEB P005- (W/ OR W/O REGULAR TRACNS.) - A W SAFETY PANEL CONSISTS OF MOW QWVAWW STEEL SIiiDNM PANEL AS PER 00MPO 9taFE'F 2 Ot ORAWINB. To$ I, R9ELF TO BE 1?EMi7VE0 0R INSiA414, FROM THE MISME OF 3. BE sAFEYY AS SHiET 2T OF t 7a EM Q) 4 8O1TOM 'ROif2t TO IMM piFurx� Ir„ TIC COME BE INSTALLED WALL ON FLOOR t F'OLL.OWIND SEA 1 a 2 GN 11ds As WELL AS DUANS 1 t 2 ON W41T 14. EN; 4- " LEWtFTN FOR LIOMPOnENT � TS". s �. .Mat. ANCHOR s%V NG FOR C, CANCACRAGE AT Wftm a 060 4W x $CNEDULES' ,k 2. SNEEY`' S+L 'COWPWRNi �wAAY tNr Pgt1MNENY OR REMfWARLE s * :F 1. SEE IFETM3 FOR tAW4LATWN MTO WOOD FRWE BLALDINGS ON SHEET 15. 0 5 AT TRACKS U,L4TALLFD- ADJACENT AND BEYOND TO S1LN:CQ/WOO.BAFti15OF Nh s' SPACERS Hit cam & A I m mownwin WALL ar 11f0UNTrAiEE DW A� ALTEQtEdTFYtE 1W jWAUA tNN ,•• AL.TF7lNATW W (S amm AT 10 is UNITED 1t) +s". 67.0 WAX, SGtte 1/4' « t` A.5-D, on" P 'PAW) ,. a1.,�emE neuaYnlEFs WALi: JAI - I* Arrctrrwe 1tl EI ttlF■ir tlFatl s ■at r!. M ■ r I.�it# igf � # A Ywi r a ®9a slt. Fe trI I!:!i der t41 t� M 1M 1YI / i �: W/0 REGrAIR 7wA^d`ts SECTION 8-8 'SCALE: ,S/ 2W-Y` �ttdYjM " Eit LIM= W, MasmiLt ems•••• DW.Y Tm 616 iY,WIt7tVS As PER 65C4IDNS 1 TIM 1ai_.a" Stl:fiS w. ! s 0 _ ` W41Fu 1!/ t/4b-20W S$ M& t 'WOW A< WOW A IMMIKI t W WJ96 SItM ME !&w FOR REGULAR .� PANELS "�."INU jd?O IOtISTING f:DNG,�'ETE A Gt�Fi�RiTE B STRUMBES 'WEI aty FOR pswa)a 2AVA"MiS As PFN s noft i Ttaat 7, om wtmm w a 5} MS MOVE Na. 4157 Erb FLORIDA FIG CODE !0 h Ya u BiRLD) Iaa1 N .Meant a 1Eb0. !F&k n rn Z 20 OAOE GALVANIZED 5iM STORM PANUs ft"' �CT ,rrarL �I� �#nm t i�e. ICJ hpcc t+ s 1E.-a7a S S t_ rr. s xmm ;w n+4, raa Sf�1rr-um 20-176 R M71N9�. tL�iL 70'C� OONMNaP#. k96.A - Y-S' CM1 um 4.1H UNa04�. 7 TWW 8 t 7 Idw.6, ='T'dA #7'•e" T4 C-6" V. 2:a/A• tAJBPLTEO;' 1-'ft4B3 Xk # 7 4h4b U. ^'�} +4L4 -i5:8 74'-w' tX41ffi ! t/SC • � e. f 6 5a taN6Ad Aga. - WNRr{Afi 8%dr1ID FaN Cd4 * x YJ2' +• tff5#pt ' MAY#rar 1AA7.) T.!PCQN ;ta fA•11CAE1E Cili!»1E -amrt CI'OF-nNf?. M'LM.MSR£tK w1YYE Aibat iWbFN! Yo ItLaCIC #.dE W cwrtT�I- tNMtfli 1S E'Nia;kAAECR� a1NtAYl1f 9i eCAat : t%le!LYMiC mpsc t � MNDtIk LOtaRf 1P' to C #!/A !UA N/A d'... N/A r NM tl' N/A / iTaP1 f' e- fifA N/A >r r (fto1TO10 C - :N/A N!h n!a a' WA 'A` WA it IrfX $ L C .•..,NIA MIA WA WA S".... WA ;. a � teatlail). -.. #Sa.3, A' -WA N/A N/A 8'. N%A. b` --:. N/A r N%A ! t I Dap} 1'_!i" OR tF3d DR Tres fl' a' N/A NJA d-' C a` _ s• C C a ib0!TfWi C M/h -N/A WA NJA fl' N/A C N/h � RpP) a' s' t1JA N/+a d° c` 6' f- r a' w r 7 tpoYrofa) 17 1/4' 4 tfr' 14 1/'Y a ij'a' t Efw' fl tJA' a E/#^ -a i/w' a ttaP/WnON} :. >� re k tt FoE ANa.IM kNegr ANatoR sn.fms N. IrMfAA 1#6W AiRYf1Ee ewrfN4� FptL,blAMa 1Nn eFW Nor f5 LrRS TEfX' aAkuAab rvE t Fin rurauAsora Ano raw nN(tL elaaaw. � atiSNNS AIIC aofaa'fTi aL', doiflAAK. PpF ED• tE9S, �ar ANaMR ar NLa11N.Yrro swIDaD fANrx aN faAS,AY WlRrtuat 1a rr PDLL b�Xt174 gkNd� #3kRtQ fiFLfNlt alhk%im' 1W eiAt'raE.M ANatKat 11kE AT MS U#b Imp liwk t e. twtiai m f+r-ffv ' trtww te. Atw.f favga. Gh3 s a a ss- u +owwanAru s s b x E Rr* W aeaurb Y"A NJ i x st n s: a' ai/4 -. AseFa tm PIPE r Em Y'. INSTALLATIONS ,ARE :ONLY VAUD FOR BIALDINCS WYTN A:S.D: DESIGN LOADS UP TO +S$.5..-7ZO PSF ARID. PANM'S LENGTH UP 10 B'-@'. 2. FOR NEW WOW FTWME CONSTRUCTION: WOOD M�£ 98M TO BE SOtITMN PINE NO.. 2. W/ , ctne DENSITY OF 055 OR EQUAL 9 rir 5/e a NASA PPmuft t 1AFCat G'F TAPCfr aNtu ut- - MuvtAtraC LOWS .. YVFwixaE ulta f cOmm a1la1 Or ITO akt " PANEL umm V (FLj Ta 7fF a :. .eEAEr TO Ta am 1p CattaIlEYE Or N/A NJA N A a' W/A WN/A SS.D. -12A it 7' A' 8' Sr 9` 9- 9' 9' tl` i t@OT1OMj S°-0" r N/A N/A N/A d- WA tr WA 8' WA 1 t 2 (rop) +58A -72.0 9' 7 1/2' 9' 8` 4` B' Y t@OtiDY} 5'-0• TO '7'•-6' 8' N/A NJA, N/A B' NJA 8" - NJ'A IF N/A ,, 1 & 2 crop) To 9...- W' tl... V E"' 6, a* tl' a. ) tBO1TAAtj. a FREA911NE t i (tipp a 5M rF: me tar a -.. deE r tanD o a" taw RW W a°+A�q N'�CROpL' B fie., �t hO `WattMu PAS t"W" tR) VIM. 5.2 -01.5 . �• 3' w 1 . I 4 1/r _ 2' (ODTYokg :7•-a OR t. s- +52.8 -65.0 3. 7 i`. 47 C 2 (BOTTOM) 7'-r OR I.=,, 9.65A -72.0 2 1/2" 1 2 t/2' #' 3 S/2' 2 {90TTOM) 7'-6" OR LESS +dd.o -7zo s 1/r 2 1fi^ WjA NJA 2.t@DrrorAj r-d• TD a'-ia' � 5,0 -72,0 N/A n/A S ..: 3.' �2'..'-OTT r-s' iO a'^•+a" AEt1MAM AeA uixlaif 1+#Y, re1M. a s rta rat^ t w tAfaaim 9ef SX�Ef Ia r't>df N#CMpPS'1'YtrC, frrAtaAA AA!ct.8 4PACAtG'e Lao k.w!ar e,p, LfAS 'INGW 4aDA1W aN sL11E0YAE tAlarl oN :,Ya#,aLA.e 9Y THE FwOar1W REDOa¢A S N O W1ANM' fta#. iMMGtEa FJkt i7&N XiCNOR TYPE t dP/�tHI POR AOa MlAad t ix+ca I AAE'amlDOaa aN.R� tea.. #DUDE AtiggR sf IAJenP41'aAi SrlcAtp tx[4R5. A YNM IIIAM 111 14 aE A0140 L r. 0 swt xat eE t6 n+7FE wrww rM+NN4 AT ANpMN4 ![OO4- A11feIN TYrE t4 / e t/ w1 t w`e YA'r ! 1/w`s f _a a' vAl<Aar ' PLUS t4fA-w1 tta gem 10"AW J x a 2lIL aMlwErawt>' 0.1 o b x i b lcrray Mist S' b x t/x ! Efa + AA9a.aG �i. k.MO2 -atalplE ��. g• Ym #m .. t.m .vr -x.1fY : Y.tk #dp.... MAXIMUM A.5A DESIGN � PR RUNG (R&A,AET AND %P.4AL� MMMUM FOR REGULAR qM PA INITALWONS INTO EXMrNr: CONCRETE CONCRETE QK SMUCTURES {vAtm ONLY TDR PANEl5Ca QBi?1TALLASIONS AS PER SFmm Y rm 10, ON SF.ETS-A„ d a.8j ANCHOR wmw t •, A. 1� F LORID A WILDING C Fp YalMcl u na 111 iNO rrka Zone ODE r ': ammewrna.w+c' 20 SALVANRED STEEL STORY PANEL IMwF/$i'mF �. ��: 5T FC �� otJW4oau fiIABAl. PROTEC'[IQl1 P#iOGt! CIS, LLC. LNtn i 1 L E C 0,0141 '• P aoD r. at sfrerr ONE, n. S1A14 tS' E� `-- t rA-- tr eenr tm - aFafc t46fMeq-m+e, rA�.trbf)elem 20-T76 OWWfW.Mr.. 4aN >79 A. 11 P e M :... - N..: m64T 9 M b . 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SJ+' 8 lJw' d YJA' WjA... - N/A 8 tfOP/BDTTWtj -8' TO 1i•_2^ sFe alms +a, 11 ALA) 12 FaA ANCHOIR lure t srs+eaD WR aBouAeaers AttO w.dD FtEv� ;atlAaete. EAlAkDM ANarpR ePAcra6 AW MMAMWN etiei t>rsa1N� ARE wacAfsD iNf t#rs 9faffdltE. FOR F.A tFS i,Wl wtaE2OiD DN 5 N ANDNOR rPAt:rb tkt Mta.TPL1fq 9PACa+a sstarN ON sC4WlItE Br. 1NE 4OLE9MXa FA01a0.R. l�It REA oPETP,Twtt TO � . REokDED sRAaWD ollzAartO t gtclaR 91Lw. rqr ae Less TNMt LWrDAI dPAcwa, MmML+TeD FOR cwN ANCNaR 1NrE 'AT INVdYaRS Lam. AMIYIIOM TYR ,/w' �Jwz tN'f 1/w. 1ti ,/ws 1Naa1 ff'rA.r!Y n o61t•III ep1PffiT aNL110r 4rA[r1A P!b x a 3 a a t)s ,rr msarrAlo RasAeel ili.rsl. rmA fl a i a a a t a a a Y a' E 7 3 E N>pAIL, rJt: pDe[ F A^O T ti a 2f r tuo , m -tar au _ T4F�c�t�vLTa�#f. t yip 1r ' �IfKEd' AL.7ERNATIYE 'f ALTERNATIVE 2 1 � r Eo t Ea ED " Lro tV,rt•{ PIAR 13�L "� a i H ALTERNATIVE 94!I�t►�iATIYE 4 t/271�fIp6[Di9l��DoN�OK r i if2' YI+Y;e.sd/C lDMO 91615 tU91FN6 rJ tI+'N-4aAr ss ra a C fLa. uR 1Iw>r•aa YErkXE. on p�AWTE t d`4�.C'.!A% dGe56: a/!d' .. j" - - Fear _1Ntf �3MNttOi YWDNf Nor 57fahtElfaN aANtY WALL MOUNTING !NS'I:ALLJITi�}N A,afAt��. ws' 7 +•x RrDA BUrLDINa Ca '1. o1SUU.tratDNw AiIE DtAY vAi® FOR BULOriGS PAIN Ad.a. t1E9GN.Li1#Ds uP Ta. +•3S, -rta Pat rAar P,t7fEl3 tENOTIY DP TD a'-s. a. FOR rnit NDOD PRINK cafslfltclwt a'oab ffDAeFAs ro BE SaU11t1W F'AK W. >. N/ SWD4FC aE#ESIIY � O.S OR FOIAN. 20 a+4OE OAEYARELEC STEEL STORY PANE{. �DBAL PROTECTION PRODUCTS, LL LA op! i fk: aurAr W. fT/L%4o'Le am 20-176 N CU t/271�fIp6[Di9l��DoN�OK r i if2' YI+Y;e.sd/C lDMO 91615 tU91FN6 rJ tI+'N-4aAr ss ra a C fLa. uR 1Iw>r•aa YErkXE. on p�AWTE t d`4�.C'.!A% dGe56: a/!d' .. j" - - Fear _1Ntf �3MNttOi YWDNf Nor 57fahtElfaN aANtY WALL MOUNTING !NS'I:ALLJITi�}N A,afAt��. ws' 7 +•x RrDA BUrLDINa Ca '1. o1SUU.tratDNw AiIE DtAY vAi® FOR BULOriGS PAIN Ad.a. t1E9GN.Li1#Ds uP Ta. +•3S, -rta Pat rAar P,t7fEl3 tENOTIY DP TD a'-s. a. FOR rnit NDOD PRINK cafslfltclwt a'oab ffDAeFAs ro BE SaU11t1W F'AK W. >. N/ SWD4FC aE#ESIIY � O.S OR FOIAN. 20 a+4OE OAEYARELEC STEEL STORY PANE{. �DBAL PROTECTION PRODUCTS, LL LA op! i fk: aurAr W. fT/L%4o'Le am 20-176 N CU '1. o1SUU.tratDNw AiIE DtAY vAi® FOR BULOriGS PAIN Ad.a. t1E9GN.Li1#Ds uP Ta. +•3S, -rta Pat rAar P,t7fEl3 tENOTIY DP TD a'-s. a. FOR rnit NDOD PRINK cafslfltclwt a'oab ffDAeFAs ro BE SaU11t1W F'AK W. >. N/ SWD4FC aE#ESIIY � O.S OR FOIAN. 20 a+4OE OAEYARELEC STEEL STORY PANE{. �DBAL PROTECTION PRODUCTS, LL LA op! i fk: aurAr W. fT/L%4o'Le am 20-176 N CU N N � O O L O Lro CV CV c O � O1 'O W ® A �, dy c f6 V N N N .� C.t � tH � O a c ,c c o .cr to .a u as � c t= y a� c � � o a. ca O W � o re.� U O L W Q Z Z Q SHEET N0. S H 1.1 _.-,.__..AR04DRS (SM 'SMr10N5 ON SHEETS 17 to t3 sc zD I. w" ---ANDHORS (SEE WOi ONS ON SHEETS 17. 18, -19 qc 20)- Sc" nJlq°.1• ,N• sw. wr: Des oiel _ wma Lam SECTION A -A SEAu 3Jtq 1` MAXIMUM AS& MIGN Me 4aiis.f.) ANQ !I.. N4p; GORRESPONf�ING MAXIMUM PANEL L",.,f�- SCH.ERut� �?�'�cEA ND. A4167 s �• .�siY t FtAR)DA. Egan G40E v an* • Hut'fk Zorna arow a nft lac � r f . �i P ..:. 1G GAGE 6AI.YAI+k fiR14 ; za n S(EE1 SiORk PANEL � mrn ar:' �"'� otfaft f:0"t pmcnoti f.1.c. asp i IN i2a2 ia. 6, i - 4k ok LM49C M.a '.2r 2 -T7 +iMss >ry Pt2ire t��?-rays. rAis (ps+le2i:aTar 0 8vivo ii. -2qL A: '4. � . t -.• ` •. 1igEF is ti" QK (TOM OVAIL a�N4 r �rl,ABJIT:;I�#a�"H,uLHR#„64wI;771fa 7IIYf tY l gSa'J�t I. WIN. A i� 2 '"'cif I , ivAq�i�MtVblA r _1.__�-_-{p-•-}--^^�. _ L .PANEL �. i9EE $CWEUU t .• LPE : : �� � } �+ MAX Lt• dAwJiR TAN/!a i YAw/20 -+®6 HRR,8T 411aa Rib. - gY1ri1A �. u`Y, rsi/#4 t IBII'f� #' 'YRf".� S MAI(IAlt1M A ,D Maw PANE! iE1VGfH MRiiMIiM SEP ON ARAT) PANEL DESIGN PRESSURE L (fk;. '4'O GUSS CONDRKNL ItATiNG (P.a.G) SEE SOON$) #59Ri -72,0 $'-S" 2 3f4' UN80LTE0 A000ft OOKIRICIIIIL IL S AM EN t AM T cn tN�Affit 1,+dTtbN bETAit,S' FOR OPTION Ed8 LIFE SAFETY �'I�t2M PAl',1E� 5i IE6r� #. , ANC1k7RS t} " TAPDD{4 AtS - f` T+1PCCk1 Nicials i" T►PCdN - _,.5" OtC. 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"t�trtaa+wee-ra,s,rA,t:t•s+aaeo-efm 0-7 w, H, nAaJaAtE A, ,k P� " ,.:. INKf'tr 2r tip', LL 2 cu - sTs &1@r to : Ra f>;n n+ma2s ttpE 4 ,�la,at rac rwaaa wR � INfaq tma. /i�R 2RKM2:. s rRAla: BU20Ma., W7arIM1-ANt7gd iPADNe5 AN6 iMM441A1 � orstw+CE' ARE N�iT£q dH: THB •�w;aAAn mi :2 3CdEbtnE faP IiD. G�b'Twdt:MlalGTEa qN ANFHdR SPADpYp 01 Mai. wu�MA d26TatE, NEatRNA deaaTloN ro eE MESS.- 919NC OgPYNEG, ,Wi1G FYICWiI S,frii Mai eE use tNw tErANGN ilc sulddm raq Vol NA:H2R 11iE Catt ,Nw 4CM®UtE F;6AMF1 r+s 5,+3 .- ' 8 - 2 1 ,• _ ,so 2, ,..._.., ;WON MItlMDN3 1 'IAFCgR mewPOUPM " . PEOUR� OR M BlOR q1 1 Ep.4 1 ` 1 f � t #aTlsa PANELHATE PwS w/ � 1a-tas Pfwltla,,1E Pws w/ "#1 *SJ� " wlrrrs NUT wA1r � t`•.-�Jea�rJaz` MDNti Nuv wP I SCALE aJa'=t' "' srs2g 31q"•1" A„7N1/J .441 67 ' a ., FLORIDA 6 G DE HI h Yaiaal HurrtL•gna Za+tie ' s • . _ • a2d2i teaedo, aIG Far. 3n fG16E GA4YANREO STEEL SLOB!! 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IMTE PUaj :JY1ML EE' AT.9 1/4" IXC Vi^-^�°^ T 11) = � RCO FARM 12 Vr4A, ALLOND. ON _ t� (U 7tI ffrt u^",E' , +£(t,.P-r•T" W) MNL Rt OWE PAIR t£MRnt 6 WRIEa m eR' R ANfl QiEllplO (9R4 a A ResW rRo,,t tN�ER PNR swans A1.WIS0 ON Ayi� I T)r1 W} 31DRIt PAND, L19ATH IS l allttt:�t 9drLDUTA SNE£Pi17. 11! W) Eiji PNiS #.riWY S(dli 'u/8 %` (4) t r " Ld/0 DER ODINON9/tM 9NNI IS AS DM AN W4N1a PnOIE WML> a NBTwAllart a 1 ItS` LONG SF m OA DM ONLY VAIO ftfW MSr-TRIO L 1 XC 3 AS OOM" BY 10M f.CA+fE 3/9a1' - (4) AdU17ARlDlr 1R,ta AIRY FLIT KM6 Ef -AWL M 2610 (7tlr £Dnlpi) a-1ii£r10NOA �. 710R,DA 8UBD1N6 N High Ya1oD uTT( on - CODE on N Gbna Zone) . IwsrAUAnoN ONLY v o FOR MAx, A.S-D. A 1 AU WpEO MWDD, NA. Fr T!!1 CFMI C• N'� N FOR C N L1F bN . ND, 44 � 0 1 Si 34 0A6E &LLY STEEL a GALVANIZED STORM PANEL DESIGN U .B.r APiO PANEL. LFN D,Kwr'tA ESI PRESS RE RATING GTi(5 (P } a fr P LES MEET '� (EXCEPT OR ,k a WWy P4rr..Blm T MOUNTINGS CAN AS SCHEDU ON SH 1( EPT F OP $I: BOTTOM OU � PER BO � , M # �,t4+ w CDMSINED ,N ANY WAY TO SUIT ANY - ALTERNATE',2W") s`:.0% ITA1 'i) i ii ' itibe, GLQNAI:.. PROTECt1ON PRODUCTS" LLC.. 1t INSTALLATION. Lr�, 'C#fiiil4 - -. t ^ :+RaO s,W: s+ srPE£t Z, FOR NEYf WOOD FRAME CONS7RULfiON: WOOD 1!r T� AAt Arts[ r nA A TIP& rL a33sA 20•-175 •••••.� MEMBERS TO BE S0lfl:IERN PINE Na 2, w/ SPECIFIC S/ /la,", OAR m-u4.i♦.,'tn-+en PNOPE:Dw••YB/0, FRIG (564-BiA7 DENS(I Y', OF O:$S OR EOUAL. itnM�pL Ra � r a nANa N. WNtDt A � 't6[; MBLT; B as TB - e.Fe,y « , 1rANa etinWA: R'9e {(•) Ty}. �G �{'7Q -tYF1 : Q :. n+—.a yy� jr 1, STORM PANEL,S1R11W, ON THIS�PROg1AC1' kN%LW,TiON DOCUMENT VERIFIED MR e RCOMPUME RY"AR-. - , j#"M TAMr ANCHORS,ORS. AS MAAIFAa1URF7!: Or,fiVr 9UU:E. tC E}TTHEmq(QENT1DOX&TEPIOWB1)NCODE DrwsL9L,LINOT BE INSTALLED A7tClac: - $14-14 PAttEIMAT£ FEMALE iDAND PANELMA'I>= PLUS ANCNgR5r A4 MANUFACTUREORY 11C+D DOtLSfRUCTS,N PRODUCTS. VELOCITY F,URRlGUtE 20tfs. (AtMAIt-DARE / WtDWARO CWNTIEs).. - t/#: LAD `�rFE1YS PER N.OS. N AS PER ISO OF FOR A BASIC WIND Df?OC WIND LOAM SKILL 8E �TERIartEO BECKON THE ABOVE MErmONEO CODE. - - 7 ,9`i : 5 r WaOD BUSMIH& AS aEiTR18UtEO BY ALL POW SCREW, Bd.T 6 SPECIAL1Y CO. A F /, J WILLi BE fR7 SPFMO A5 AEDI%�D 9Y THE �rSQICigN WHERE STORM PANEL YNSTMIED. ArFOR OB$C17ONp[1n( KLt:a a.s, WINDASCE 7 E7tC£EL1 iS AND SHALL NO THE MAXIMUM (AS) A. DESIGN PRESSURE l;AnNCS INDICATED ON SHEETS. , t.4)MINIMUMMNUM niR&19E0 PINE}RATIDN . INTO WOW LW r APCON ANCrKtRs LL 8E a , :SHA2 AND ? ' FOR ELCO P JwELANTE PLUS FEMALE a &: 18. 'Ra. 7; 9 "1radf 2 T7, AND PANELLW.FEMALE 7-a IN ERIRY ABOW ULTIMATE DESIGN WIND LOAM DETERAtINEO SGE $ SHALL It FEW6R4ER t0 MTHE t?XE CONDITION, PER A 0 : REDUCED X: AS.. QEs1OH PRFSSVRE RAYING frf MULnRI.YItIC WA 8Y 0.61N ORD ER M COMPARE THESE W WtA.) } S,D, C2 MINIMUM TH R® TAQPENETRATION Of 41C.SCREW. WO THE WOOD FRtM1E UNIT SING, BE a % J1 N0 trMo£ADm- D D(SiGN PR%SfiURE RA:iMCS INDIOATFA Oft SHEETS 31 i TNRU i2 at ti, 10, PENETRATION tAFO sruDoD SVUtt. -9E CaRs11MRm AS PART OF THE REWIRED TNRilailt PFNE?RATwN: IN ORDER TO Yf59F1' TµR ANCifOR$ ON THIS P,F.D. AS TESTED MTERE NOT OVER STRESSED, A 331t INCREASE IN AtLOW1181{, F IM11M EDGE DISTANCE OF iAc SCBE AS IND,LNTR%t11. IS WANINGNr' THEIR ArNLY'0,.6, F NI DISTANSOMAS.S. LIVER w000 StUTA. ED STRESS FOR 1WN0 LdA05 WAS USED ASTENERS SPACING tb WOOD HAS BEEN DETERtARAED S} MiN 1� ACCORDANCE WITH N.D.S. 20f$: UB C.#' NBWMUM PETR1iiATrOM DF:.. NPNO.SHALL 5 ', t 4' U.-2 D SCRIM 5HMt $E t 1/ 2` ICNO : ::!9 a.2 OF W4g0BELOW".t10RM PANEL'S ADEQUACY FOR IMPACT AND YItND RESISTANCE ,AAS BEVY VERIFIED, 14 AC aDRTLANCE:VaRA 5 E4TWN ,30) /"a ,/ 50 AS AmD La SnD #StlST ANO.7 Mi WITH W, T. , AND 7 .9O2-SHW NNA11M FOR YNtLLS h'0 ST11C. THEABOVEOVE WrCODEPER AUAF26CAN TEST tA8 0UTH fiOMaA A D9 S r1ENT EQ COBr#ili12 PER ES,'0 t2-Bit; 8f ASTM E J,iT�-D2 STANQARD9, AND AMERR:AN TESraNC tA8 SOUTH MRR%A. A`EPpRi ;r112:1.D1-T0 Ar%d'. TAS-Zba AND Ttvt,-•243 PRQTOCQt4, AND AS M CALCULATIONSr+WOtOAED 1N M;CORDANCE WfECTI 'SON 1504 OF THE CS) IN CASE THAT PRECAST STONE. cqS PRECA5X CAME P ANFI S. SNOB OR WOOD BUM BE t'OU'tD ONTKEAASIINC FLORIDA BUItON1C CODE WACL, ANCt10R5 S1fNt i#. LONG ENOUGH TO REACH. TIfE A1AMf 31RIIf:TURE 6EtiRiD SUCH PAtAEt.S. ANCHORAGE S1Nt1 BE AS MENRDNEII IN C4)r C2) «C.4) 2. ALL ALUMINUM i'DO'RITSWRS t4 W SOaA-t$ A11DY AND TEMPER, (UNLESS, OnAElY1A5E. N01E6), SEE S,AELT 2 (p) ANCHORS SHAD. BE RA5TALLED :F'DLLDW,rXt". ALL. OF 14 REDO :. AND SPECIFICATIONS OF THE ANONQR`S -MANUFACTURER: 3. ALL ALUMINUM' SrfF#T METAL USED Al CLOSURES SHALL )AAYE 3105-H94:ALLDT, $. PAT#15^ MAY A1S0 BE INSTALLED HS7i10ONiPLLY FQtiOY12AG INSTALLATION DETAILS SHOWN AN BECKON.. 4 Tr,LtqucN 8 (SHEETS 4 ♦. ALL STEEL SHEET IALTAL PANELS s}INJ. HAVE -STRUCTURAL QUALITY STEEL. ASTM tt-631 GRACE fb MINIMUM, ! &t GALVANIZED TNROUDN 5) F]fCEP7 THAT I,EApEi+SO ISOS'NN.L NOT BE USED, STEEL DESiRAAiH8k1 W/Prm 92.2 to (AF1Rt ROtEO). 9. It SrUU. W THE � Oi FaCONTRACTOR TO VEAI,Y THE SOUNDNESS # THE SIRUCPJRE WHERE 1NAlrfiE%F.W 7D BE 5. ALL' . SCREWS TO ;$E S:'AIMLI� siEE1. 304. Olt Si0 AfSf SERIES D£1 CORROSION IOSSLSTANT COATED. CARBOrt St€i AS PrIT 3NN. ATTAGHFA ifr'RISURE #�ROPE)E ANGNWt4OE. TMRB SHUFt'€ti SHAH: ONLY BE ATTACHED TO CONCRETE MOM OR WOOD f'RAW SODTa W/ 50 rW: 7aELIt` SIROAGTN ANO ld.: x4I TiNSdLE STRENftnA AND SwAL CEx9§.Y W/ rT,ifl7DA aLALDIHO Cam SECfRHk BWW, 241,14.4, to EM•tT REGULAAt STaaA PANEL WttH LEKOIH5 OVER 90"; AS PER SECTIONS }: & 4, 9, S ANQ ALTETaIA'11K5 lw, SW $ 4W ON Aga TO B BOLTS TO � ASTY A-307 GALYAWZEO 5TIi7,,. t%t AM 304 SERIES STAINLESS StEE1.. wmt 38 155i MINIMUM YIELD SYRE1tGt1S. �� A. S, a d 7 1EESPEC[IVELYi :S,rALL HAVE E !€� REA014Y YI518LE MAnKRY, NASTRtACTItta ChT1ER OR TEEV,fET SECURE PANELS lYfITt APPCICARE R9NkvRCEYENF t47i10O5 � tlURRICAlvE "MRNBtG. 7. ANCHORS TO SI+AII BE AS FOLLOWS: WAIL 11. 1t1E DVStAtIAif01A CONTRACTOR IS TO SflN./CAUIfi SHUTTER'ASHUTTE04 RI,ER 47EFpT EDGES VA#LYA REMAIN TAT 'CONTINUOU S M'ACT WITH THE 1'0 PRk"JEtAT W1oD : LN°ITtUS,Ot%. »O fRA1Y RA rLALL RA HITS lus wn RG - t/A } TAPG#1 ANCHORS As MMANUFACTURED $Y LT.w. BUfLDEtG INC. {N4i, 1.4a3192 P^t•17 12, 5tOH1_ tAtAEl. SI`AtU11101A sCOMPLY VANi SPEas DN:ATED IN 0RM' ANG PANY B AHLt1A'%c AND zDNE UfATrowS - 1/4' 0 x 7/0° CALK-LNANCHORS, A5 MANUFACIUREO BY 0E1'I40 WC PROVIDED BY THE JURISDICTION YAIEflf PERMIT IS APPllEO T0. - 1 Y x BY ALL PI3M ELT d WtF1,7ALTY CO. 3 SGJO-SET ANC AS DDISTRIBUTEDS 42tEiV. /4 tA` ANCHORS, A 15 Ttr6 P. ENOINW PRfYYIaE 1NWNA#A 3. PRODUCT ENUfiAnON OOCUM1aPREPARED BY THIS EER E#-T'IirQCAnODE$ 716T1 r (A ( 7 PREPARED ( o�3WD PA .I) 7 1 A L E THEF P.E , 14-1 P F d TF ED. ByEL CO 'T.Otf5tRlJi:ilaA /TRDaUCTS. tOA SITE SPECIFIC PROJECT. p, wrtER SDE' CONDITIONS DElAA±E ROM TTIE D e a ANELMpTE TENSILE � PANELMA PLUS ANCHORS. AS MANkWACT1IR -, GN AS. T iN C. rAVktC NA, AtA%rEfFAIrvRr,TiOa BY DEWAL /4"9 ANCNORSr » (0) C4NIRACTGR t0 BRESPpNSWLE FOR' Tr�E SLELTAtN, puRDrrASE A142 ,F1S'TALLATiON IrkLUDirtG L+iE„ SAFETY` OF 'EPOS PROOEJCI' A1) MINIMUM £ATBEDYETAT OtAIPCON ANCN.OR,S 410 POURED CONCRETE StU41. 8E 1 3%A". 2" FOR ELC4-TNELWT'E MID BASED ON iH5 P-£.Q, PR04aQFD tliJ$HE Q t10r' 6ETMTE F'NOM THE CONDRIDNS(IETNLEO t,Dt 3Ni5 DOCVMENt`. , 3/4' FOR ZANK IU11J'% ANf3AgW. GQtASTRUCi1Wt SAFT<tY AT SITE 6 7?$ CPNIRpCFWt'S RESPONS184tiT, : A.2) GAGA' -Ili $ S4UD-�.7 #*WNORS. SHALL BE EIABEQDF.T1 rJa^ INTO THE 1xMtrlm CONCRETE. N0 EMREfkAENt INTO. (A7 THIS T+rrba%Ct FyN.UAnaA NTWILL Be OASbFRED RttulO W NQaF,Qf.. SAUCCD'S1Q4G. BE fERTAOTED- /,/4' 0^24 SCREWS 1JS$i3 SHALL 'BE, 1.�{��"�'.., CON" NINRrUM SHWIA yiUCCf# ERISt.. (a7 Srtf. SPECIfK'1 PWWZ!kkYECTS S14WY..;BE PREPARED BY.A FLORIDA RE+R'3TER%tt..;ENOYNEER OR ARCNIii�Cd" WHICH wk,L BECOME THE AND I' MINIMUM FOR WAt,[SIWTFi NO stUCCO, AND WISEtIFAAEO 5CNE1V5'OR ALL Tr>RfWED Il"EWS:W/O HEAD, f.tAGIAEIDT DF" RECORD (r:.D.R.7 FOR THE PROJECT A" WHO W113. 8E RESPONiSIBLE'FOR' THE BUT WR1A WING Hum OF tiSE OFttIE P.E.O, iD1 QF RECORb. ACTING AS A DEtE/M,EO ENfl%NEER TO THE P.E.D. i}atWrlEF1t, SHALL SUBF9T iD THISLATTER THE SITE SPEl3FrC DRAWINGS FOR REVWYe. A3) IN CASE THAT PRECAST. SCONE. PRECAST CONCRETE PANEL5, PAVERS, STUCCO OR WOOD 8WA05 BE FOUND ON THE EXISTING WALL OR FLOOR, NACHORS SAL 9E tON6 r TO REACH SHE AWN STf3JCTURE BEHIND, SUCH PANELS, (e) THIS P-E.D. 91W1 WAR ,HE DATE A0 OAICIrYd. 9fA4 Ar10 SIGNATURE OF THE PROFFSRfrM STO/Ul. ANCF4URAGE BHALL BE AS 14E9IRONED ,N 41) AND QA A2). ENGINEER OF THAT PREPARED ✓T: 16. sHUT9;Jt #XNUFACnIRER'S LABEL SHAtd. BE Ett04TE'Q aN A READILY 'V6#$t[ LOCATION At �SXORM. t/4` B tAPCON ANCHORS AS NAIANFAC{1AiEC BY I. T. W- HUAAE%t. INC: PAIIEL SHUTTER IN ACWROANCE' Yaatl SECfgN TTO8,9.2 t1F' FLORIOA f1UILDING 4XRRa ONE LABEL - , /#- e a 7J8` CALK -BA AAtCbIrlORS, AS MNW1rAC1UPEb 8Y OEWAtT• B1C �A�4tSLOPLACED WIC C�QOE.@�Y OPENfHC, CMBiIlNG TQ C,GAPLY -WITH T�tfitiON' t704A,7 qF THE 1/4^0 x 3!4' BUD• -SET ANCHORS, AS DISTRIBUTED BY Ad:E POINT 'f 13DLt 3 SPECIALTY CO. - j1A-I0 0M1EllM,T£ FEMALE fp AND PAtEELNAtE PLt15. AfNarDRS,. A5 MANUFACTURED eY ELTfD CaASiHUCT1ON. PR0?N1Jt A 7AW NAB1N ANTxtaRS, A5 rAA1R1FRCTUNED 6Y DEWALT,: RAC '�F• ".,.."".,A,,. Si, 1) ARABAR1Fr e3A8¢DMENT.OF TAPCON .ANCHORS, EtCD PANEtdtA1FS AND ?AALAC NNLIN ANCHOR; M1T0 THE BtoeN UNIT MALL 13E 1 1/4", FLORIDA BUILDING CODE Nan High YRloa ' :$lurricbne 2ena 8,2) CALR•IN. 8 SGLO.SET ANCHORS SHAH BE FAIBFADEO 7/e` n4ra THE CONCRETE W.IX7t uND. ND a '1R1D$4 7 +� r W. GAGE C�{-YAINffD 'SLEET StORllt PANEL ORION W.5tUCCD'". 5trtL1 BEPE`�RT#EO, 1/4' 0-•20 SCREWS USED SHAH SE tJ2' LONG MRNMUM SHOULD EXLSTr * � •-,�,� tAWt11rAA.PW.,,. '""""^"'"' - 9t #�ECTN:lN Pr((ipUCTst U,G. er � AND F" MINIMUM :tNt..wu1 WITH ND STDCgO: as b' � 1Er' �'� C! sNOLOW e tSyTd7f _. _.. 0.3) RA CASE THAT PRECAST STOP, OR P1tEiCAST. CONCRETE PANELS. STi1CG(t OR WOOD Ems: EtOSRNG W" AYCHaRS SMALL ,1E. tONC'ENWOtI Tit REAQ,1 nO: MAIN 3TR11C1„AE 1�TQN0 SIAL`rl - SS%".•••• �(y� ' � t w?A�"`uar�w�a� m �I� "awn- LYatltea-ra}s "ItiAstleet••atf 20-175 : a tetPNt WP wa._ aaAna Arc oNa+tbRaCE SIt,Ul BEAS- MENTIONED RA Ba) AND IN 82).. AytUNAL Mi rE R,VamAauRE�AI£ A�ft�� P1. MtrMltfE ' '� - K,kTT , AT t6 r ' jK$MLLATiON 12EM W FOR !REGULAR PANEL M ••-�R�NGCONCRE.TE URED CONCRETE . RE4ittBEO, �/ REOUBIED. CONCRETE M1CrIpRS CONCRETE ANCi1OR5 (SEE SCrYEOUtE UiI—+ (SEE St:HEWL£ ON'� EXL5T1N0 FGURED roc SFRE,S'$TrtRWGN 1D) -:. SrIEETs Y Tt1RD11CH TO) [i' B (p�-V.O.M. BbtiS CONCRETE ANCHORS SWEDULE irIRDUGtr ,D - f —� 1 I 1 , i I 1 E I �+ s Baas W a tT i ARA � tr F Q' SEPAAhT(ON. 3 �° «�--A Pates LENGTH# ON s I i 1 11 (EE SSCHEDULE R 1 . SEtWQaION ' MAx, 1' ToaAss. PANEL r SHEET JLEIkCTH. 7 PANEL .. t.ENCTtI '^t i 4� CSEE 'aC11ETIliLE (WE 9t3&DiN:E ON SWEET 3) aN s�t' ! aN sHEEIt a) SHEETS / T11tiWkrH t J y ! I 1 , -_,. � ,t 1%,^LaY1... ss.'Mx Nf wa ! _1 (SEE SCLAEOULE ON • I! 7 O4. SHBLTS 9 THROUGH 10) ' VOCATION AIRUm `"-`. W/(� -N �Etl 90W L"..i.;t. ARE USED d W/ •-.—COIICREO'rUE� ALTERNATE COtICRE15.,� - WkNrRED CONCRETE . CONCRETE.ANICHO" - ImEwAeEu. M1GIA4R5 CONCRETE 99.Qiwi" REOUfNEO, STAB W/ Sil (SEE 1IDNCpU4E ON tsE£ sCNmuLE ON SHEETS aY._THROUGH ito Siam .B THROtr0i1 10) SCALE 3/6+..T' SX+flE 3/3�1' `BIAIE 3J8�t' 1111 H r4 tNr , t 1 'AAA' a*`M A PC, FLOW DA BUILDING CODE (NQR h V.IoDI Hu one Zone -. 4A610 Tee.. Fs: 44167 24 GAGE GACYA19tE0 STEEL STORM PANEL DRaN sr. tk: • # _ NOTIE FOR T1iliE •ira E.D, P ETMAE iu9TAwCE --- 91F#�4lLLDE� cA•r__._rsnuc. _ BOTTOM IAOIlNRIA(i5 CAN BE STATE �. PROi�CT10N' PRODUCTS, LLO• (SEE SCHEDULE ON EDP & BOTTOMtl1 5HEEiS 9 & ia) CDMSfNED Iw ANY WAY TO BUTT ANtt s .c 10fl1Q.... - /t � �W_�,>w� >m AaAAcnaO+a aa,c N-stTta zo^t 75. INST,u,AnaN.: F; � •....••»(,A•\ Wo_Wt�mwm-wr ntWgr (�rNBS-TBt6, rA1e (£6/)066-anT' `ro Q�M•BOOKX16 a 4 ORMYIG Me: -. ... - ..... to BWtLr A'7R 76. INSTALLA1`ION DEMILS EAR R, GU R PMEL.(1) -INTO. WOOD BEAM lREOUIREM fa f ±`' �i r � ,L 1 UG. ADEQUACY Of 1]F 015111,110 YN00 MTa BE cERTa1ED BY TERE6 :FdN11NELTI OR • + �°. pRCi,ITEDT -PRN1R T SHL,'TTER f f i 1 N75TN1AT1Drl, �.. - - ANCHORS 0013$KTE WOOD IAA01199 { / It SCNEDIaE ON (SEWOW NMF$-- E SCHEDULE j• ._ �,EO•�}. i�g/ipEtS cot !CQ'+lr ck ` �' 5tifET Ct) SHEET tI) � �. if2• I f if fi�,�•,ia 'aA 4l NRT C1A55�L.,l WaOO rMACHOR5 = •2x ( .4% j W • A ,p' o.e 5EF scrlEDutE' % �. i • SCHEWIf 1 SEPARATION To CUSS. + SCF1E66AE ON f i J IENGN %•Bi I E ,.,g..T...^ -'L- 'At FA aA>W` PANEL LENGTH ($E€ SCfIF3lUlE IX 3 fANAA aA'JI'r-S"1 .ESA. Sr,EEI" '••.i E ON SIN £PT 3) j. f t SIRE .. 4 • pi a 12 1J2^ O.C. f � t '`-. x. .. _ _..._.....,�_.,_ .,_A 1/a` 1 y I 1 }} V N Wow ANgrgRSWOOD 'REAII,� -'1-`may REOUI RED I •:,, 1 SEE T SCHED4tiULE 01A t(r 9 sLtlEOWls aPr - 3/y" � ,-1 � j sgi� E f jp >tEII,IkIIw� aL:1 � � '� J�3i-°�►7�'43 �1,� SCALE 3�",' IK11IN SCALE 3/8-1' Hi3TF..�QM9i1,M,'ODN OF S€4"TfO1�C5: � Fi0•441$7 ,x F1ARIDA BUILDING BODE Non h YNx NMrrlgone '2m1a I. INSTALLATION ARE ONLY YA11D FOR MAX A.S.D. � �• - � - - aAaL00. � NGS CAN � OOP MOUNTINGS PRESSURE RA ,e: O IR BOT(Obl ICN ttE1G AN PANEL LENGTHS.. t� 24 9A0E 4ALYANIZED STEEL STORM PANEL DES P S?A aA B TE (1F twwN, OO IN ANY. WAY TO SUIT ANY MBiNEO AS PER SCHEDULES N StIE'Ei� ft O t' a O» . ter rrw INSTALLATION R N WOOD CONSTRUCTION: WOOD huf±MrQ 2. F'D NEW FRAME 4- .. t09AL PRO'1ECTFDN PRODU LLC.. �ri IL APA lAB#, Nat W S 'iFED "s 51.i,,: G'tiP �ING MEMBERS TO BE SOUTHERN PINE / PEG DENSITY OF 4.55 OR Et}Ub1-. y'A JdNA4 E 4�A �:31 - - NN tA3U' "'� ,aAa - r ss WSAM N ABr aMtF. rt. 3Pt4 20-175 tar+: IRRq`�aAH 4ii-uR ate. jNSi76BANAAB. r7i NBtIAp-Bta'+ ,w LwQWA TILT P.E,.6ov./AARWVRE/moff: wN,m'��°"rinaarr+". .P:e " flRq r, aF,iC s , N N o � a)� o 0 cn c ca z3 �- N U � ii O o ._ La� L�••� r � O LL — �i•�A 0 t•F� 0 o L Cou c E Z Z w J CD CV d O cm C fa C.Q CLij M„I m TC AC O a- N N t N N O Q N � Cu - E c L ct_ Av C iG O d V O w. SHEET N0. SH 1.3, jK$MLLATiON 12EM W FOR !REGULAR PANEL M ••-�R�NGCONCRE.TE URED CONCRETE . RE4ittBEO, �/ REOUBIED. CONCRETE M1CrIpRS CONCRETE ANCi1OR5 (SEE SCrYEOUtE UiI—+ (SEE St:HEWL£ ON'� EXL5T1N0 FGURED roc SFRE,S'$TrtRWGN 1D) -:. SrIEETs Y Tt1RD11CH TO) [i' B (p�-V.O.M. BbtiS CONCRETE ANCHORS SWEDULE irIRDUGtr ,D - f —� 1 I 1 , i I 1 E I �+ s Baas W a tT i ARA � tr F Q' SEPAAhT(ON. 3 �° «�--A Pates LENGTH# ON s I i 1 11 (EE SSCHEDULE R 1 . SEtWQaION ' MAx, 1' ToaAss. PANEL r SHEET JLEIkCTH. 7 PANEL .. t.ENCTtI '^t i 4� CSEE 'aC11ETIliLE (WE 9t3&DiN:E ON SWEET 3) aN s�t' ! aN sHEEIt a) SHEETS / T11tiWkrH t J y ! I 1 , -_,. � ,t 1%,^LaY1... ss.'Mx Nf wa ! _1 (SEE SCLAEOULE ON • I! 7 O4. SHBLTS 9 THROUGH 10) ' VOCATION AIRUm `"-`. W/(� -N �Etl 90W L"..i.;t. ARE USED d W/ •-.—COIICREO'rUE� ALTERNATE COtICRE15.,� - WkNrRED CONCRETE . CONCRETE.ANICHO" - ImEwAeEu. M1GIA4R5 CONCRETE 99.Qiwi" REOUfNEO, STAB W/ Sil (SEE 1IDNCpU4E ON tsE£ sCNmuLE ON SHEETS aY._THROUGH ito Siam .B THROtr0i1 10) SCALE 3/6+..T' SX+flE 3/3�1' `BIAIE 3J8�t' 1111 H r4 tNr , t 1 'AAA' a*`M A PC, FLOW DA BUILDING CODE (NQR h V.IoDI Hu one Zone -. 4A610 Tee.. Fs: 44167 24 GAGE GACYA19tE0 STEEL STORM PANEL DRaN sr. tk: • # _ NOTIE FOR T1iliE •ira E.D, P ETMAE iu9TAwCE --- 91F#�4lLLDE� cA•r__._rsnuc. _ BOTTOM IAOIlNRIA(i5 CAN BE STATE �. PROi�CT10N' PRODUCTS, LLO• (SEE SCHEDULE ON EDP & BOTTOMtl1 5HEEiS 9 & ia) CDMSfNED Iw ANY WAY TO BUTT ANtt s .c 10fl1Q.... - /t � �W_�,>w� >m AaAAcnaO+a aa,c N-stTta zo^t 75. INST,u,AnaN.: F; � •....••»(,A•\ Wo_Wt�mwm-wr ntWgr (�rNBS-TBt6, rA1e (£6/)066-anT' `ro Q�M•BOOKX16 a 4 ORMYIG Me: -. ... - ..... to BWtLr A'7R 76. INSTALLA1`ION DEMILS EAR R, GU R PMEL.(1) -INTO. WOOD BEAM lREOUIREM fa f ±`' �i r � ,L 1 UG. ADEQUACY Of 1]F 015111,110 YN00 MTa BE cERTa1ED BY TERE6 :FdN11NELTI OR • + �°. pRCi,ITEDT -PRN1R T SHL,'TTER f f i 1 N75TN1AT1Drl, �.. - - ANCHORS 0013$KTE WOOD IAA01199 { / It SCNEDIaE ON (SEWOW NMF$-- E SCHEDULE j• ._ �,EO•�}. i�g/ipEtS cot !CQ'+lr ck ` �' 5tifET Ct) SHEET tI) � �. if2• I f if fi�,�•,ia 'aA 4l NRT C1A55�L.,l WaOO rMACHOR5 = •2x ( .4% j W • A ,p' o.e 5EF scrlEDutE' % �. i • SCHEWIf 1 SEPARATION To CUSS. + SCF1E66AE ON f i J IENGN %•Bi I E ,.,g..T...^ -'L- 'At FA aA>W` PANEL LENGTH ($E€ SCfIF3lUlE IX 3 fANAA aA'JI'r-S"1 .ESA. Sr,EEI" '••.i E ON SIN £PT 3) j. f t SIRE .. 4 • pi a 12 1J2^ O.C. f � t '`-. x. .. _ _..._.....,�_.,_ .,_A 1/a` 1 y I 1 }} V N Wow ANgrgRSWOOD 'REAII,� -'1-`may REOUI RED I •:,, 1 SEE T SCHED4tiULE 01A t(r 9 sLtlEOWls aPr - 3/y" � ,-1 � j sgi� E f jp >tEII,IkIIw� aL:1 � � '� J�3i-°�►7�'43 �1,� SCALE 3�",' IK11IN SCALE 3/8-1' Hi3TF..�QM9i1,M,'ODN OF S€4"TfO1�C5: � Fi0•441$7 ,x F1ARIDA BUILDING BODE Non h YNx NMrrlgone '2m1a I. INSTALLATION ARE ONLY YA11D FOR MAX A.S.D. � �• - � - - aAaL00. � NGS CAN � OOP MOUNTINGS PRESSURE RA ,e: O IR BOT(Obl ICN ttE1G AN PANEL LENGTHS.. t� 24 9A0E 4ALYANIZED STEEL STORM PANEL DES P S?A aA B TE (1F twwN, OO IN ANY. WAY TO SUIT ANY MBiNEO AS PER SCHEDULES N StIE'Ei� ft O t' a O» . ter rrw INSTALLATION R N WOOD CONSTRUCTION: WOOD huf±MrQ 2. F'D NEW FRAME 4- .. t09AL PRO'1ECTFDN PRODU LLC.. �ri IL APA lAB#, Nat W S 'iFED "s 51.i,,: G'tiP �ING MEMBERS TO BE SOUTHERN PINE / PEG DENSITY OF 4.55 OR Et}Ub1-. y'A JdNA4 E 4�A �:31 - - NN tA3U' "'� ,aAa - r ss WSAM N ABr aMtF. rt. 3Pt4 20-175 tar+: IRRq`�aAH 4ii-uR ate. jNSi76BANAAB. r7i NBtIAp-Bta'+ ,w LwQWA TILT P.E,.6ov./AARWVRE/moff: wN,m'��°"rinaarr+". .P:e " flRq r, aF,iC s , N N o � a)� o 0 cn c ca z3 �- N U � ii O o ._ La� L�••� r � O LL — �i•�A 0 t•F� 0 o L Cou c E Z Z w J CD CV d O cm C fa C.Q CLij M„I m TC AC O a- N N t N N O Q N � Cu - E c L ct_ Av C iG O d V O w. SHEET N0. SH 1.3, INSTALLA1`ION DEMILS EAR R, GU R PMEL.(1) -INTO. WOOD BEAM lREOUIREM fa f ±`' �i r � ,L 1 UG. ADEQUACY Of 1]F 015111,110 YN00 MTa BE cERTa1ED BY TERE6 :FdN11NELTI OR • + �°. pRCi,ITEDT -PRN1R T SHL,'TTER f f i 1 N75TN1AT1Drl, �.. - - ANCHORS 0013$KTE WOOD IAA01199 { / It SCNEDIaE ON (SEWOW NMF$-- E SCHEDULE j• ._ �,EO•�}. i�g/ipEtS cot !CQ'+lr ck ` �' 5tifET Ct) SHEET tI) � �. if2• I f if fi�,�•,ia 'aA 4l NRT C1A55�L.,l WaOO rMACHOR5 = •2x ( .4% j W • A ,p' o.e 5EF scrlEDutE' % �. i • SCHEWIf 1 SEPARATION To CUSS. + SCF1E66AE ON f i J IENGN %•Bi I E ,.,g..T...^ -'L- 'At FA aA>W` PANEL LENGTH ($E€ SCfIF3lUlE IX 3 fANAA aA'JI'r-S"1 .ESA. Sr,EEI" '••.i E ON SIN £PT 3) j. f t SIRE .. 4 • pi a 12 1J2^ O.C. f � t '`-. x. .. _ _..._.....,�_.,_ .,_A 1/a` 1 y I 1 }} V N Wow ANgrgRSWOOD 'REAII,� -'1-`may REOUI RED I •:,, 1 SEE T SCHED4tiULE 01A t(r 9 sLtlEOWls aPr - 3/y" � ,-1 � j sgi� E f jp >tEII,IkIIw� aL:1 � � '� J�3i-°�►7�'43 �1,� SCALE 3�",' IK11IN SCALE 3/8-1' Hi3TF..�QM9i1,M,'ODN OF S€4"TfO1�C5: � Fi0•441$7 ,x F1ARIDA BUILDING BODE Non h YNx NMrrlgone '2m1a I. INSTALLATION ARE ONLY YA11D FOR MAX A.S.D. � �• - � - - aAaL00. � NGS CAN � OOP MOUNTINGS PRESSURE RA ,e: O IR BOT(Obl ICN ttE1G AN PANEL LENGTHS.. t� 24 9A0E 4ALYANIZED STEEL STORM PANEL DES P S?A aA B TE (1F twwN, OO IN ANY. WAY TO SUIT ANY MBiNEO AS PER SCHEDULES N StIE'Ei� ft O t' a O» . ter rrw INSTALLATION R N WOOD CONSTRUCTION: WOOD huf±MrQ 2. F'D NEW FRAME 4- .. t09AL PRO'1ECTFDN PRODU LLC.. �ri IL APA lAB#, Nat W S 'iFED "s 51.i,,: G'tiP �ING MEMBERS TO BE SOUTHERN PINE / PEG DENSITY OF 4.55 OR Et}Ub1-. y'A JdNA4 E 4�A �:31 - - NN tA3U' "'� ,aAa - r ss WSAM N ABr aMtF. rt. 3Pt4 20-175 tar+: IRRq`�aAH 4ii-uR ate. jNSi76BANAAB. r7i NBtIAp-Bta'+ ,w LwQWA TILT P.E,.6ov./AARWVRE/moff: wN,m'��°"rinaarr+". .P:e " flRq r, aF,iC s , N N o � a)� o 0 cn c ca z3 �- N U � ii O o ._ La� L�••� r � O LL — �i•�A 0 t•F� 0 o L Cou c E Z Z w J CD CV d O cm C fa C.Q CLij M„I m TC AC O a- N N t N N O Q N � Cu - E c L ct_ Av C iG O d V O w. SHEET N0. SH 1.3, N N o � a)� o 0 cn c ca z3 �- N U � ii O o ._ La� L�••� r � O LL — �i•�A 0 t•F� 0 o L Cou c E Z Z w J CD CV d O cm C fa C.Q CLij M„I m TC AC O a- N N t N N O Q N � Cu - E c L ct_ Av C iG O d V O w. SHEET N0. SH 1.3, E Z Z w J CD CV d O cm C fa C.Q CLij M„I m TC AC O a- N N t N N O Q N � Cu - E c L ct_ Av C iG O d V O w. SHEET N0. SH 1.3, SHEET N0. SH 1.3, END iQMRES DENIMS FOR I SIALLAMN IN POURED, RF SAFETY & E-Z NANG STO M 'PANEL SYSTEMS r OR _. 1 'UY e�Y +tE7 IE alOGt-OR a` r 3".�. dpRY 310q N-i4 V,+RtEs i y5i4. atop FwOiE -G� A1JAY ALIN,, i ion 4Z• =1 4 t 4' Met, Pa11RED 1xWd¢T4. i 1 i Pat m2: wI21 r /4"! s a - uPaxW ,RCptAfNO. CONCRE1Ea4p0K ANbfpC.w �2.. 1L3.�a, .. i/2. �..:. 2'L4 !Aa00'FWME bR Na IdII Ram 7/#• litP r 1 9 afnW11 , _ F �4 � t I1TalA,E< ttaalal 1 YY Y•re-�'7It. .rYAM 5' M. w ,Oa�far .. ».» naa a aF T47 La E _.. 21f4 TW00' FRAaE' 7105-H34 dF`- '): 1 2 z - _ - .i yt 6QOr Ta A/1DY-•.c-..T. � Y 1 / '. I L'aKT.ALlA1. NN,WE -, - -. AlB4. OM i a 1r Qf �33 ai4 iK+ 40a3-1a "Illy A4„ AN 11/41cu1An ee"L WE ` N CAM E C..., (PLAN) ID - PLANS A P N _A�_ �A��3�_ SCALE 1/4 ¢,` SGtIF. 1j4":1' SCALE 1f0a1" _SCALE 1/4?-1"` : idd.w^siT.m -1a r twutA Cam-, .'l1aA P S D AY; �j a d1- l4LR . - cOt/CAE� 01anI F'�6aT1OM 11 PAt&11A1tE i OR , m ./ , A POUIEO '. .: _ .bx 4 W 9 at sm1.s OPFgwtG sq"oIAE aW 1 M 110a0 r , >1w�K A r fAW. APP1awLE PAtBT.. RcIXaaV ( ) RUI tram -r 4 � . CPDIN$T tN1Oi1D ... g1eW - HEOUOEfI: - . FRMtE ff Mao ; OOD Few VARIES mki it K& eta f ,i Yet r pYIFMw, x . ILQ. DISIANCE "NASlfF d?t CASSCALE j4{(sPIL" gTEw: . ONLY tAl1 FRTECT.MO1N7 INSTALLATION '� LpT OEnEP1WF. MiAWi%NAT YAILS'w/'& % ' .N0, 44167 StH# W UVEL. VARIATIONS YIRHXI 3/4' w :*s: FLORIOA BUILDING CODE Non 111 h Vafogl Winicaae Tana P�]YCC Lf'fJLc E (PLAN) ,SASE F (PLAN). '. bTWOF 1 7umc. wC. 24 GikGE GAIVAN>pED sTEEi. sTo�1 PANEL to SCA' M Ikv-1" SCALE Ile 1. 'y�•���l';.,='�� _:, aNMIpT Bh ...iM�lr sij'tt, Mom PREttEm" Pgowx(S, U.C. I P" 4fT✓•Md% tL 4t. « waw11 4eaB xan„at sir 20-175 rockP>A"e 6aiaekMMM a*a. (aaw 'aia'r tyArela rrx P.E1>f e` Ar ma. w fog •r IswA. jj aMR1 e a n (N#WD ONLY FOR PANEL(DINSTALUATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 0 & 7) MAX AS,O. OESKR! PRESSURE (RKIM P MA MUM ANCHORS SPACING FOR E - m SHOO N ON SHEETS a A 7' - MPtJ i.E & TENT t31' 7F9E7A t,YIGMMu PAREL TAPT:AH tAfir SCREW ;;M -. PAW WOW " _ lr - lY 1Y IS` it W 13• T3" 13 Ir 13• 1w 0 1'NOM) a ,/Y* a 1f2" q 1/r - tl lie 6 1/2. (LOP) a' s" E' s? - (Tom 1Y is, t3' 13' IS• (TOP}- 440. -45 l6a 13* Ir 13' 13' 73` 2 13" i3` 13, 13' E 1f2 w {SOP) TY I3` 13' 7J` r tw (BORON) $ 7f2r O 1j2' a 1/2', b 1/2` ai f2 (i0p) - S f/e 12 1/2* a , 4 (BOii-?) 10 4 1/2` 4" $ If2" a if2" - Ism t '-e 4 1/2' 4 1/2' T" Y - 3w (BORON) lot 0 1fr 12" 12` 4* 1T (TOP) is* tY 13•. le a t/r (BOLIOMI)' * SEE TW P1 FOR MA7(.A.S.O. DESIGN LOADS & WX PANELtENGItfS WHEN SPA=0 L5 USED, CORRESPONDING ONLY 10 ALTERNATE 2W ON %*XT 5 MAX -ASA), DESIGRE N RATING MAWMUB AWNORS SPACM FOR E.D.. AS SHM ON SM= 6 A T APPLIONKeL ,10PRE �& term "L' (ft.) 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(floRoaj e^ �`,rE. � s" a, e. 3. - 7 i/2' + ) Y a ,!2' a` a• a" a T/2"� ,/2' a` e• Be,+r 5• (TOO) Y - a - r � tl" - 9" µ {BIfTtC10 a•' _ E, a - a• _ s" - a' - 4,(agT m tS " T3 ". iJ 1Y , 13 . ' 13. iY <f3• k3* SS it : is, 9.(f'OP) : i3` it 13r. 13" -le IY - tY YY Ir iY 13" 11 t (I" -. ,3' AS' ,3r ,3" TS' 13• ,Y i3' f3` 3 S � tJ` .�QOSi01Q Jre� IF 13' YS' ,Y t3`jr 7i 1 5. omfw 3' ,J' 13r tY ,3' t ' J iY I3' ,s` i ' 3 tY 13 • a- (tDP t Y , Y I 3" I Y 13" 1Y - s 1 A" 3 tY 13 13' 11 t s' _ - : - s ,1 4" 6 1/r a Vj+r g , .. ... ,.. ,. a 1 4". $ 1 / 4" 15") _. ' :. .. if i/#` o S 4" 6 S/#" a t f4". ;a tf#' $ aGTt ' YY S' 13• 101/2 tE" 7` t3' 7: 7 iJ't: a 1f2 f3" t f >a e , iO, -. t#"-4 !3'.- a" - f3` IY 'TY a ,/2: ti" t! 1 6 !/2" 6, fi" $ tf2` i , >b -r 1t5• Y-a ,a r I3? 7Y AY 9 ,/z- 13 It, y f2 io 1-. ATa 9 f ✓r fY tl' I . � 1 r T 1 : - 14" iY -Ir Aar... tr ,,; so, It. w 73' .:6 :.$ I,/2• t (BOTTOM): 'f3? $" ,Y. to I : t3" 714 s. TJ2- I3' 4 1fY` (T r) I3` , r Ir Ir 1J" , TY 8 i/2" a ,/2" 'S I/r i3` 7/Or :. OF) 13 •. T' 13 IJ • Y _ 9 yl -t3 8,i'2 .. f. 2 Y t '7 1 /2 , `" 3 6 1 • - /2 2..-. _ (80tTDa): }Y 71 - /2` i3" tJ' f+�" tl• ie _ so' it^ -d' Y3'-_.:a t : / a.(9DItaM) 1J . 7 Y3• t3 tY 0 1/2 i3 " $ I/2 10 1i$ T t••/Y .a' : $ tf2' -:(FOPi 33" 1fY 73. 1S 10 _, I ht !2`.. 3 (roP) 2 1/2"$ i,34 - $ 1/4. $ I (f30tTt1M). 2 1 '$ 1/4 a 1/4:.2 1f i2 1/2 6 i/4 a 1/4 3 (t)OtTqu) IF a ,f2" 7` 3 .1/2r r #" 4 llr 3` a ,jr. Y (LiNP) T E/2w: 3• -.:a• a' 7` 4' .... a" 4' 4 t/2' a_ T✓.2' a 9f2` 3" 4.(YOP) Ir a, .;. r - IY - $ 1f2 - 7 112? _• (IITOfD.. Y,.. _- 8, -_. a. _. a. : _ 8 1/2`. ,_ T ,/q• .. (gpITOY) T3 '} f3.. 13• :: 13 0 ! Y. t3" 5.,./r O 1f�^ 7 - 1✓2r.. 13 6". (TOP). YS s, i r" 3 1Y � 3" f 1�* '$" ,3s' a 1 -...• t3 T. " '.' ,3 i3" .., T3` a, /:`: t3 " wt/:' /Y 0 " tf/2 7^fr�: / Ir at %3 ar. {$1Ii010 13":.a Y/M iY 13' 13" 1O?: f3' f0' 6" I3"-¢1/r {...._,- ,J' Y 13' , f tY 7' 13" /2 ` 5 f 2" f IS , /a IY C iY td' Y a l ,3" a l 9 t a r /a 1J' E 1 Jr Owy - - 0 1...4' a 14` B }/4" 6 ,/4' r- - -• 6 1 4-'.:$ i #` (a,P) 4 '^"' - & 9f4• a 1 4' a..1 4' 8 1 #:, - - - :^� 8 I #' a If9 a' w six sNEEI it to Awe lim "'S1°A061& fee *MAW" wro wm f0"E $Ilp,omm • tm TI A1aAlaR 5PAORS; At10 IMIMMd EaaE O WS AfE 11 f Mtk tW v IMON xAE m Ll, ![Ss 1tlAN: "�ani6 .0 040 FACT ML- Tom Ism o S wm 10 vosssm ,iT4Wm SNOafi OR 00 I mm SWAG 4c; ffA 4, Tww aNaM�M &1 p� 1 1Ym m7 ,Ha SCidEtM111 . ANCHOR IM tNSt t .t/I49 1jfi4 9/4Y tp1 iNWR awD�ct oA1M-w W*W mt*ft 0a:) S 3 3 a t/9` t In :. WI'TaWetR� #NARK 3 34/a'" il;$" 3f/3 37:tY 4 AMUL WK DL■INOE FACTOR a4B �. aI/r _ . tm I Im "• SPACINGS ONLY VAIJO WHEAT SPAfR i6 US SEE 1 FDR tdA1L AS 0. DESIGN LOADS & MAX: PANG T WHEN JIGEi4 S ADD_ L}t"1 LOADMW" PAWL 40 PSF OR LESS V-5".. > 40 PSF TO 50 PSF H -;r a SO iNSF TO 50 PSF 4'-t0" A MINX, PANEL L04MS ARE OW VALID FOR INSTALLATIONS W/ SOLID -SET ANCHORS & W/ SPACER AT 12 1/2' O.C. �..-...___._...;.:..-._ �.. .- ...,t1Wmm (■E "OsioN6 a'. IY,T2iaiATl4FS ON Smm 13. 14. 15 of -II R-iA/13, R-2A/iS, R W14, R-19/17F R-26j1 F R .iB/16 a" MAX. 0. ./ B-iAW/15, R-2hYifiS, R 3diW/r8 R-iT)w/a5, R-9iAN/15, R�-'.SIN/16, 1+" cr 4 ( € 0 A 0 t1 0 9t i 1 1..: 1.. tf4'11-2ilAi' SS, HtY.75 � s .1 I ( 1 d (USE 'FW PA1iE1 LIINO'M 1... ( ) i i:BtwTH I ' I gg •RE0(tL4R i PAtJiJ-. (REtiIR+S€l �f #AI#7. ;, a` -a' D 440A -VA p.A,T: - MW PAtEL j - O4F3aAP iJ710O1 SOM :S 3 + ALIFii. SAµ itAHEL.= 3 7`96' w fb0.4-44,0.-ptist, {w/17 v4eTaIP PANEL LENs191 tNa3) %' a um W-9" Asi. PANEL LOON AT ALL. 4IR4nIIlJA s ( ( AT EAEruTs yr f._ 1 7 i , !1IAs FE � l I"C1ER1AF-1 OJEaIAP or 4- t' LEfi" PANEL R10N■P 'ANEL 3'w t IRSTAWSTIONS ONLY `/AJO FOR.WWO R-IA/ 3. R" 2A/13, R-SA/14. R-iP/i3. R-29/13, R-W/14, t" UP TO tTO rapt. R-TAW/1% 14AW/i5 iT-3AW/1& R 18N/i5, R-20W/13. R /16; ---,-._--...---..,-.--•:ANCHORS (4111'SMOUS & ALIT,RNATIVM ON SNEET& 43, 4, 14 ICiB, --- •--. --...,----�•••,:.: a LIFE SAFETY STORM PANEL EL.E ATLDN (t) SOME t/4`+•Ar aif 't:x'.STORMPANEL (AwL OARM..1 imp.& YN.1-m ,f "" PANEf. Z"r REGULAR ... . ` - tO m13 L,FEwwyPfN10. 'b ' 1r• FLORIDA BUILDING WOE Nan High VeMlooffy JWWJ cane Zone a A�dNNQF: FO�B,4R Aft 24 Ua GALVANIZED REEL STORM PANEL teAvNn row gsSA ......: .� �L� A:' i �+ Q ►pie. t PR+ TfewwTHlIiI CTS, 13 B7 FCAIE tf4". t" M"'.iMa MaI vHap (86+16 w T"c.-arev 24 i75 r IAlagle Asp .stns tAtAa1G Ib: PY.. s#'MfNaINiNaF/OAfi -.. +wa1n A d": P.E i tAwA tf of fa' : IT LNUALLOQt j DETALL! S F. R SEE.. SAFE s PAN9 r '""' MFf1pER... '' „r'•s•., t}EaOER _: r ,'' DHEACEtA IEAm T' i'N LIPCq.N. ! , 41 TAP4V11 O,C. #: 4'a TAP00/1 pG 71C. , 4"• TMOON 4" -GC. O B' ,I N(7R 0` €pC Y 9'.'O.G: f f .if2" l� .. f �t if2" ,/4::. .<' _"`� 1/2` ':t/#` uaa� "__'_...j „� t I✓2" ,.4' ja• .1 T11. � .° ( �' � 2t ' � r'l� ys I } � T N I f _ � I i. �° ,`���,_- ""M �7!f41aW 1 f sae BA,a•��p } � _.�-_... t..w"��BWSA�v � / 171.h� - 1 p 1 .•..µ.� L. MAIL M. I ! Mal,IAj w_-..1 Mfh1 � POOL iia10171 pp F #{ � N ,s. IV71� i PANEL lum Pon U OW OWN fA rCIh4S. _ a ,` MIN- a i0 gg . p TO s, a 1 � ,,. IE 1 -• i 4 9 TAPC♦kt,"3 '' ) Y 1 i'A TAPCQN 'ANCHOR �- ( � --A� #'A TAF% 2•a4• -AHCI#PR j 7 ( • to ,. oR. „i, . i , HOR O.C-: AMC O 0 STAOfER w :Sion 9' O .... tt F. STAG w OTLW, /N•'iI [ . 3 S'9 0. , PDT£... C t,EdUMtEO _ , Arr011bR O @. O.C. 4{ WOOD/ i REWWh+FO `IN" W6ti0 w Nf I rPANEL WALL }lt}UNTINCiS scuE �/s•^�"�. I REGULARs i "Wo'._ Tt li �LaA..Lair.� :,:E 3/'a.,t r gi 4�,��,A. P' �f.�.., :IGt/ '`'•: FLORIDA BUILDING CODE Q!L, Ifth Waftefty Humkane Zane ( 44'i S� 40.�113.1To0, pR. f�•. 24 GALVANIZED STtNHf PANEL GAL ',STEEL Ow ft 1. IWSTN.tAT1ON ARE ONLY VALID FOR A5,0. DESIGN PRESSURE RATW= (Oaf .AND PANEL LENGYHS AS PER ELEVATM ON SHED 12 $ ' #'.;. 1k ,---'-. * $ c" ,p. STATE - —� `�A C t,aa, PROTECTOR PAODt) fSI tiC" o�Gt 2.-MR W* WOOD -FRAME CONSTRUCTION: W40O - 'Y'",, rE;''" -- P wr ' �'-.. MEMBERS TO BE SbWI)OW Ai>E No 2, W/ SPECIFTO. ..dRi1� ,. .: - •.•.••• IAA. '. a as ttpallA A31 "'�•�" _ ,w, ,4'' ._ �troles. tW04iaaMbid. flJB (9a1)ta>ha1AT 20 175 DDWff OF 0,55 OR EQUAL $ , RNIE}M7E -- Mwh Ac ,wx h: AR, •• , , saltta B1 It (VALID ONLY FOR PANEL QINSTALLATIONS AS PER SECTIONS I nW 6. ON SHEETS 4 & 5) MAX A.S.D. Onglk � P MJq,a" ANCHORS SR40WG FOR WIN EA, PER St31i W I16LOW As APFL1 111 SEGnmNtp�alln , aP T Wt STo PRE#. LENGTH MAx, AS.O, OEMP PRESSURE RATING MAXIMUM, ANCNOR6 SPABWB 1i R ON E.D, ,PER SCMULE SamAPPl1CAB1,E t>NL, PAAIEI IENC,## <) TAPWN SbL,D-W ERATING 10 4NN:0-wm* Lei( -IN TAPCON SOLID-W 10,t vwr-wsm C"w tb Tn tc. .. to p1 to to T, m io : '>a6lL -&I #76r -75 11 I:F 13 « 4J . , , 3 - 'ka . !3' 13` t2 " tb - 10 , _ s 17• OR 4Ta, -76 iii$ eta .. - 13 a. I 3- 14 if2 t " 3 B 1 f2 q r $ I $.. 7 112 I' IF 4 Y I - Op LESS _ tY 71 1Y 13 L3 1J f3' '/3r tS- f2 1J 10' A $IOIII'M/) T3 d /Y 13 f3' lY fr tJ a tO" f f3' !r ( ) 13, tY IY Ir Ir tY id• jr jr Ir I;r for 12 (LOP) 13" $" tY to llr it a 1/r Ir 6 i r';7 1 2' a t/1' ,Y 4 1/2 2(TOP) f3 •.. 1I' 53* I J' 73" 7Y t3" 9Y ,Y ,r 13^::.. iD• :.( r IS`. 13' AY d 1 f? ,3' 9 T F tO 1/a 7 ,1 t3" 6 lit a (Sollom) 43 1," 13' T3 t3 13" '. ,S 13 ,3 ,2 ,3 - 10 —Ir tY`- 7 t3 ,Y i3" f. : 73 a /P. /2 1/r 73 9 (TOP) - - 12 1 12 I/2.; a i/a' 6 ,/4" 2 1(2 12 t! - - e 1/,r a i/4r 3 (KM WO -- - 2 1/2-: 2 1/2 b ifY 6 ,fi' Y i/2" $ 1f#° - -= a 1/#'. a e 3 (BOTTOM) a• s` s? a• a• a° a• d. lz• r a' s' 4 I/Y' (ToP) r Y Nfa / C /a at ix' t ! 4 , (llt� s » 6 a {930Lf0iI) tl a i f2 a` Y / 2 7" (aOTTOMk 13 tt i3 t3 ,3 tS iJ 13' 93' 12': iJ 10').. 1Y 5 i/2" ,3 1Y A3' 9 fY 9 10 Sfr i3 a` f1CP) 13' ,i• Ir ,Y- la" 13r.. _ Ir .' i,$ Ir Ir.- iY to, a (60Ilow): i3"... 7' IS' : 137 :,Y b 1/r Ir a I/r 10 #/2 T 9'. t3' IF b MOT/4q}.. t3 #t 13'°. f3 �... l3' 1J 13 ,3r i 3` :. IF Ir " 10 Ia S h 3 t 1Y 0 - i3 /2 7 # /2 $ fY 93 f2 (T. ) _ Li/4" a 1/1_ a 1/4" i 1/4? - - - -- a 1 4' :d Y/4' 6(am.,.e). _ _ O I/4`d . 14• a1f4• a # r 0 J 4' 6 I ia.. - __ 0 1/4' A 1/4` a (11011;r") ,3" - 7 T/:r fY lap i3^.. 10• tY ",0• At' a• 13' a t/2 I :Crop : , a' T4 8'"0` Ir 5• 13"... O 1fr ' i 6 I 33" 11 1 .' 1 t/r 5 Ve 13'. 4 i 2` is iT9P) ,. >$-A TQ 7'-r 1Y '7-Tfr Aar ,3 i3 to 1/21 i3" TO t/Y t 11ri a Y T 1 (aq,OM) ,df 0 1 IY 1W 1Y d` T3" 0' t0" 71'ff' ur 7 1/211 Ir Ty.. it le I Ir tr 11' a 13' $ V/r (SCP) l3"- b" -. t3" 0 ,/2 Ir 0 I/2`. ,Y _B A/r 7 Ijr 51/2` SS?.. 4 ,jr' (too). 13".. 7 A/2" - i3` 1J*. - ,r. t to f2 a• tY - `. r 2 teonwA) ,Y 7' tY i' � 't3 ` 4 i J2' t' a 1 r a J 0 i / T f2 1 3" 6 a / 2 (60RWO 13, ' ? 1/2': I3' g... #J.. 13' 0 1 f?., . ' T3 -"1 0... /2 1t t " tl 73". ': 7` 3 ) ': #3' 7' is, '.' #Y 13' 6 t%"r Ir a I/2r to 1/2' 7 TIr 13.'..: r" 121/2' a fft` B 14 2 1/a d t 4 s Y/4 a I/4 S (aOT10e1)' 1/2: 1/2 ,4 6 1/. Y.. a /4. $ 1 ... 91 4 / I.4 / 8 f 3 80 ( 7 IJ2`• 3 i/ ,Y it T tfr 4' Y 4-,fYr 5" - 3 7 T r ♦ (TOP) 7' Y 9•. S ,/2• _ r 3 tt2` jr Ir 4 //r 3' a i%2�' 2 1/z� _-(TOP) -. a,. _ a, _ $" _ a• 4" - tl" _ (gp110H). ar.. _ ,$1/3•.., - $' :'. -AY- '- a,/2•.. - 4. 1a" : 7 t 2' / lJ' IY IF AO 7 /2.: 1r t0 171 f t e' 13" Y a (tOP) 13".. 0 1/2' I3"..; tY i8 r ta' E' 1a" T t.. 13 - 7 i/r -AY ,Y to O t/2 13' 10 1/2 1 1f0 It, IY T (BOn'pQ t3' 1 7 /3 A3 A3' d t'- 13 91/r o /a T !a t3•- , s• SBgTTOM) 13' 3• I / aY t3' afr t Y elr7 / 1 /2' ai f2 43" 4 2' , / _ ••. 6 1:. #' 6 , 4 6'..'1 4• s {" : „- •-... -- .- a 9 4".:8 1/4` o -. !").. - - a 1/4'•.; a 114" d 2 4" 5 1 4+. -. ':. .•. ,,. al �f" s a ' 0 BO1P, kM SEE OW 11 too AfaOWS IrE & VA WO EOA w9TAUJa1016 MOO WOOD ifaiw' aal01M & • Wa111M W0100 WAOW AM M MMN UM a IMW AM MOM WI Iola S"OIM& fOA as LESS D N1 1MD wtv WI 50"Wa'aEOIaE:4WM0R s►AcWa ay : YB,M. Si 0 Wt 9C416Y771fE $Y ime rOUOIAa 04xw !bA-Tw1£ aFp'1twaMaZ TO 9E S - OtlIA%ao laa10 FI" VWL MIT IN; I= I W ~W WWOM Ardt:Ataa FOR EASY ANCHOR ME am Tlea SCNWAI 1N1f,3ItR „in i(4i T/4`s .� X. '1j41 f/i'L f/41 N WO . O"M-w MIM14U I MOM WACwO Dt-) 3 2 - 3 3 1 31f1 a 1/2 famIamot 'pq 3 a yr w 3 3 t/0• a bKtAMaN{tl,IR.i tNA1i.. 3 A i/.A` 3 1 ' D //1 3IfX' = IICiIA>r. 1 FACTOR ._ In' aal 12-, 3- im - tm tAe +• ACiN6S ONLY VAt� OMEN O%mm TOADS 4cMA1G SPACER TS SEE #T FOR AIAX. AS.1, '. PAtEL 1-.. #•A(3;R USN. 011 N 1 riTai�iiiffJ i'1PE A SPAOING FOR Oi51NtAWO WONM:p1011 WOOD ItlN1AVAt A VW3NW At ON oil$ # tNW M:14 Yp3TAI ARE ,= It" ONWHlY FOR t11 Lis TetAN a/m,AtEa ON aaNLs11LE wf3A10E AMgWR, S➢AallC BY fAA7mLY01G SPACM MOM ON soma eY THE fouotwa Mclu s- soIs13 OPllil rON To a2 E, REo11CAA aOIYCINO 9BF"HEO is'* FAOTOw 3T4ML t%9t ♦E tA% T4uut Aww" TWE ON TIRE 304MIAL N iltl.. 'vom M1om go" woo" R3 3 *1w»Aa4trBaA oMw;w 5 ,a, , orarA aaa DA) 3 s AmuLa■sI1p161E t!A" t , - •m atom, ..•.... DAk - Y 096 �4 "0. OEM LOAD t AM PP 40 PSF OR LESS 6'-a' > 40PSFTO 50 PSF $' 2'.. > 60 PSF TO GO.PSF W-10' A MAX. PANEL LENGTH$ ARE ONY VALID FOR INSTAf.IA)iW4S W/ SOLID SET' ANCHORS k W/ SPACER AT 42 1/2" O.C, .1 11 TWITIA iy said ; IMM WQQQ STRLJCTL RFM � „� OHfAOER' -"HEADER .�� EO �•' f / AAti � r MAX # i r ! v MAX 'L WA, _ 4• PANEL tEMM ON SHEEF t2): - p t I p I t � TO CUSS.. I 1 I iN*--�gEPANATIONL`l jf p f GLAS3. 1 1" L3 lot T .i ato 1____ ® m a 1 1 �t1ECtffi(REO '4 i� 3 ':REOWREO f �„ 1 s :s I 1�,, � S r i 4"d PAtE7.11ATt t'}O§. �- � 1 t ... 1/4'1 PAN£IAIATE PLUS �, I t :'• 71IIC1WR !1 72 i/1'O.c. I -- 1 1 - Idird�R fY /2 if2' D:O. ( [} 05 pf111111NyYAf WALL lN)UNTTNGS '"lam A it j� f 44167 m FISMA BUILDING CODE Non NI h Valloo NNnlaom Zone tiro #r t 4t : ¢ v1A11o. as 24 GAGE GALVANIZED $TEFL STOW( PATS( row 1. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.O. -Sy' STATE OF i''. ;'Sy DESIGN. PRESSURE RATINGS (P.s.f) AND PANEL 4 O,I. FCdR �,! OLOBAL PRI}Tf{.`TPN. MDUCTS3 U.C. LENCTHS AS PER EL£!!ATN)IV ON SHEET t2, : _um Iaw�13asfs 2. FOR NEW W0O0 FRAME CONSTWUCTION: WOOD' STON(4 / a► aow MEMBERS TO BE SOUTHERN PLANE No 2, W/ SPECWIC A"Nuaf M.4 s ,B m a poor. oeo --4 fNc oso -am 20--175 oar 4n n r .Atr,. +a W DE. m" OF 0.55 OR EQUAL. PE: �"/PodtRiME,(owE ot- w...-. P� „ wwA1 w1 or a N 0 CA Ca 0 N U CL !` 0 O Ca -4- -0 - 0- 0 Ca 0 Ca U) 0 C1L O N cu O O .+� u— �� �� cu ui — -0 •:n L OCU ^+ W0 L cu z z W Lu �. ® N N =� �C C,4 d N a2 ty c _ 3 f0 6D a . w cat C d � 0 V >r cu L i. - U c _© ■ 'Q'^) v, cu w Q Z Z a J d SHEET NO. SH 1.4. _ � :. � i � L. :. s _ � a a _. a 3-.►.. � L ,a 4... _ '*.:. ,3. _ 1"i�iLw1►.IL=1�1 I NOVENGINEERING E�C&IiV�kR1�AtCa1 E'XP%tEB1?{ PRODUCT EVALUATIONS REPORT "giber 15,2020 Nurldier >. RZ +EPPlasdotr Fa(Pro 33 NurMer 20 1 d er S G u Manufaauc Ap:AnNlrican huRera less Prod gird Mamffad4NarAddraea 154iF t3onna Road iAbstPakli 84wh FL xtaoD Product Nathe 4 Desor(ptlan:- 24oa i3afYani 1 Stesi BroNn Panay Latp4 h1lNdie lrnpecf pk4�atsrlt SCOP3 of aEV81011 kph. Ibis Product Evaluation Repod)s b ft Issued in accordance with the requirements of fha Florida t)af+erbrrotilDi BLreiasss and Prolaesiprcal L4egulstlon (Florida SfhkUlg Commission) R4ite Clmptar BTGi'iD«8Jg?5, F.A,C.r for stateWWe aeDapiance pa McSmd i(d), The prod4wi noted shout has Been tasted e n Vorevallcelkid es sslrmwizad'herein ro shout mollanca wtth the Florida Sulift Cade 3overcitl r and *.7*Vis ainlended.atlaastequivakMtothetrsquimd Ibecode. f%"Naluatialof rids groduDti`ghpil YAe Ifirad folknWng perihseM F'kNtcta 8ulk5hg Carla rrsr� or rewsmne. Sralerdatrng Data. Fat drawag #ea3164851tat# 4ge Gavantmd Btael'8lorrN PanaM ", [4Z & Nfm-kWZr theab 1:6, i�pa� blr Engineedrg Effps'�. signed 8 eeaNd by Picini eennaldo, p.E, Isan ilitegfel pert af0iis Twit Eam EtraflrelBan Rapdtt Utilform 8t8t16 SliiNttftal trasbeen tested i soeorth iimewlth T 2 test sb r fepptt(s) ifBr ASCi i7 001 ckw#4: so ng,:Ine n AS o2 tidal per taut Larne rrisalle impact resistance and cyclic loading parfpiftnoe has been tested In accordance vAh T'AS 201and TAB 203teatslandwdspsrtest repaR(s) T-Mr-1I-o01bySkickwalerTesting. inc. ';♦S7RU=ffALWMEL1WN0QALl3UtAT1M - Structural mingilroadrig cWcuWm We prepared .dwmkt tethe productbesad.on co"refift andlorregionalenatplsto qualify 1paou4fartgn6%4m I. MaxiTnumAllowable5pame 2. Mhftm Allowable Sports 3, MihTmum Sows esparation 4, Adctwr Spaying 160 SW 1211 A1IE"r 5UtTe 14)6, DOONFIELD BEACH, FLOoDA Sa4a2 (954) 354-0G60 ),($66) 396°9199- rEgEr 6NatNf£KIkGEx4Ress,CoM EN 6S xwQx G E 1r Pa Ebs. Com aa-I»Rti+ * LAST PANELQ TO. BE INVAl.LEtr AT EACH OPENING SHALL ALWAYS BE PRD!ADIED N1i REW HINNO L TO FACILITATE INSTALLATION II- INTENDED- TO BE INST. FROM INSIDE OF STRUCILM. (t j, p) mimi a sEpi€s soDQ= C, HANG 5ta#M Pali SYSTEM CON515nNG OF'PANEL..+ Coat, TRACKS, TOP df BOTTOM. (2), END PANELS SHALL AL%r � CONNE1= TO BOTTOM TRACK OTHERWISE A STOP BAR( 5}yN,L BE PROMDED AT TOP OF SUCH PANELS, (a). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'0-204/4^ Ms. Wf 71VO 3r WING N tltiN0/4' ASTE AMfr E 7 09 ELC€ERWR FIAT FLAB DF END PANE},. (4). 1N CASE THAT END PANELS ARE NOT CONNECTED TO $0770V TRACK (I•A, A STOP BAR IS ONLY USED AT TOP) At LEAST- TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANES TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. 't' INSTALLATIONS ONLY VALID FOR, WIND SPEED UP TO 170 n P.n, Pap 2 of2 All American Shutters and Glass - 24ga Galvvized STeid Storm Panels Nu 33% Increase In atkrwable stress has Wen Used in the dopn of thispraderk.. Separation from glazing is not rarlWied Winslallaflons.oulslde of wlndaone, 4 and mosevntlalfacil0tes: lmmct Res/stance: 1 at Resists has bean de nc t oa s and s nee monBtreted as eWda ad payed teStT .and I Large mpa preVf sly spDrK) . a acdaaMad for ai the arlpinesnfit design afihls produpl. Wend Loaf/ Resistance TW productties been designed to resist vAnd leads as Indicated in the nactielfulafs) at ' the respech"product Eva Docurnent(La arl�neert drnwlrl0), spa Instaliatron TNS product shall be installed Ln soict L1omplOr v Its reapat five Product , Evaluation Document 0.4, aiitnnaadli9 dreyAngb, aioiio Y)thap twmpcnanlatlifted1herain, Product caft"henta shall be'of the meterlai specified in the ptodues respective Product £valuation Domanient (i.e. ergineadra drowi g). UmAotrons 8i Conditions of Use: Use of this product shag be In atdct accordance with the resiloft t+e Product Evaludon DDcfunent (Le, atlltneadho dyiWn,0)4s noted haNelm+ All supporting host structures: shall be deafdned to re lst all superimposed bads and shall be of a notarial paled in ttos product's respecwe anftr si*Wwle, Host struotUre cont5tlarre v/kiwh are riot accomnted for In ft produds respeoWe snchoractreduie shall be4at4tnid for on a silee4pecdfic basis by a aglstered proless)orrof engines« All components vfiich are pwmalm* insteAed shall be protected against conosfon, contemina6Qn. and #roar such damao'a At IRRITTTim. Thfe product has berm designed for we Windn and outside the HIO Velocity Hurricane Zone (HVHZ). Reapetti,liq; •.,e tP I'a SR7giA4..,. Frank Benrardo,PE ENGINEERIN43:EXPRESSO: OP(+004W5491 Cen Aadr. 9985 160 9W 121"'AVENUE SUTTE 106 DEERPIELD BEACH, FLDKMA 33442 (954) W-P660 1 :(B66) 99$-9999' TEANe VIGINEERtNO ExPae$5 CQM ENGINEEAINGRKPNE65.LDM. A' IS ,=Yi � h iplsFlt I _I rn M ri l tALlfi r #�'rs„y Prs: I fi'fho s'S '3'u1 CCIISNiri'n9aRMOltNr3CLTFgf1' - �rI'a ii FH L Jt 6€i4Y' �•:/� ': L'C �. -'1071 Rm91 .Ud. IC 71 . ,� :#' Ir Yy:r P tRliartallr ruz#aNiis sirioa. Ini` era": ts'' '' V.tiL.�a w:<I � a �15T1✓: €..nC?x`H�1.�.: %I'T„Tt'ff lnprr.. r s 'Y' ,Ifll _ WAtI NbUPtt'3-cnaf! � Ilc1" � "a}�IIp FF%A *t"!'n. 1SA.A^ltl§#' GVVio-�#;4v, t Ii zh.�x,IIW. .'. , ,,;a.•-JAVd 1-#-CI'YI(�1^ ': �f'YsiJ;'Mb YVN-hG„-. $e; �' a - e ui .s_ ) 54UAu 'ri 'i=jYnu. .�rte ..: 3iV_I>rP..€,..bra,, 'a.�:': I.Mu,va.-et s'r4ti rAfc»ate e k1 "y "7, fra'� RSl IR�Pk 44A0.k R -•Sac. 5': P4A1 _ FHSR fix F"P: Y f9 . I r?p S+vFf Aa 1 7 1 Irlh IN "fE' C imq.'Ir .r Q +M1 . 9r Prk4• A, .. N _ _ S 1241�?4 . i PR74,zr ... L� kE k I' Ir rV Fvt'%fl4 I-211'Ik mm Low - I' x ��C 6 h$1F1f'Sv .'TL„ u3., t.�FAik R ( 3 , ss HIM a J LOCK AND WOOD STRUCIMES f MVH TA0 l ANOikM a ar aa:' t� ( ititD1A VIWQ t .'. Yt ,FROM oU/ �F tea' i1J E All it ) vr SII TO trIA4E,. tin $POP TOnnra4.. O I I �fIAkUMWU4 POP If i RNCT a arMttS w u {N a v ( PN34a UNQTN IT QN I 1 PANEL EKK ANk W I TO aV55. _.' -"lNEATibN•-- i �4#-26a7", sin,. TNiW ','REIN It 44 x,.:s+ gam... It 'to+ CF "L' of "ti & t I i j�� % -7 t 1 ' 1 4•A 1APCON ARCMM _ 1 e T2";O.c. f /7a OIN2° rz POURED OR I wood .: BOCK ! ttEoupai3l MALL idoubmrua slcrloi+t €z:tAMNAM sc�cE a/Lt=1•/�• r4urRrr# ! VALID FOR MAX, DESION 'Ia MIN. PANE. LENGTH SHALL SE 2'-V i t D. � : TfC wmt x FL%gm A "INC CODE n High Yabd' Nurrleano ;;# GAGE OtQ.YANIZED .STEEL ST01tlt. PANEL Zone) r'F. OVA" Br. 1. INSTALLAMON ARE ONLY JkS.D: PRESSURE RATING 't f-� 40.0 p e,f. AND 8'-D"` i PANEL LENGTH. *... ,MATE iR. .... GLt & Pfi�Yi'ECiWA PROi=S. TLC. oziurt aRro 2. FOR NEW WOOD FLAME CONSTRUCTION: WOW Ot FtDRtb i.Ci#Mc. neat s,4r. M steer cart. rL ll3ta MEMBERS TD BE SOUTHERN PINE No 2, W/ SPECIFIC ' " ' SF01$A4 :1 n 'an`anfm +mu rt t� m°,xa 4 Arsr + 2D•^tT5 DENSITY OF M$5 OR EQUAL. iiiinlilWVC ma C}-na08IiR r wuP.rt - : DP Ma N ea _ NNaPtA A Pt • vr,-rm: _.• 141Ec1 rA a la ALL AMERICAN SKUTfERS` AND GLASS � MMUMUM ALLOWABLE � I �P"�1�1��ST�i"�1�ll�����C�_:H�H SIGrR�E, FL s'�a r a i(S 1iQT+��Jt6aiIN11:WMN ➢ES;IIId Nf�l'ES: � �' 'YitDTy UNfa1MLTE0 fPi_RR'iOPAfIELiP!),: ,.. P@StTIVE'AND11yE: GN PfdH5URE6 LATER 5E-. 'SHALLB mwrr�PEIt: `SE. `TIN{iIN _]NA - t4GEWiTtiTt�.. �{�' P� NCE CI� Ei1. FT � W 3 rim • �'.. x R' Co : :T43P bTSI (..N. -P 1Y fi 5 C44 uPrtvNlrl � c H ;h" ;si{T aQLTs Vr SrIEEEn AtrS1l 8 :ABOET.SA . � E.IE.cfiTHAN .. S81 NEmX D(3TGN _ P - NE,#tEtf1 fIµ _ e u r . _ , �N; _ „ u� __...�➢ - eNU 5 - _ tv31.'APs•a taf AN... 45Eq - sL$ az APPRt3E6TL2 11Ab1g3 P 2: ���: . ...._ � L Tr : G � E A :?r>� AYi �. Nam' �y. NA6 �y13E � R ,SN g�AE4. AC o•.S7 DRFfCE1YYF1I TIE-t4EebTR$U9ENYe ��iN�AX39Dt"mmin m _ 1ZTi ur, ry>�NI , , (mN TYPr _ x' A@'D (sv Sri E z U,CTTOR)-� '= �m ,10LIN M T IOIINfrX'#N, ) r �SrR TIDN= fL'YIC�TPVdIlY1 jOP ialOUNT _ ,01 IciaNNTVPE 'A5 REQTaY a Ni PkTUEr1 jfX9RW �, j lY6rEA5A -0) "1;mE�i tg1+AN$EtSIliV €~tlsTAu5.7tfifN1 ` PANF.k..l"MAY aEILgFF!HMAS$8, P 4AY E NOT CGTTbn� A k Ah'c�'L"B'''F0`zsI SATI$ - 4$AL.jjyy ZnSTmm, Rt7L7S fW�y,[[IM'W $878RF_p iktNGrWTS rAS.Tf=1dElI� -SPANSA_ !r_aeE . dtRUO,Ti .17tFANt3 rI MMOUNT A'LELEVATION .N 2 N4Tim H EfPA N E1' _ 1.E61N:TtrE IxNunlTEsran HHu�I sEii4TeQ N Uri AS @eK'r�N, s A�GQAES. I 9. iPER EUP:YHF��f1EON'jAW NG�T�TLtf;E�Ri{,Lo4y��AMi�r?DM1leKtlb GlY&EL a �� SNUYFFf1LF,,&Q AkaGLaSs WOES; +TAS'Vaa1 T�TRi 5 #xa43 �v - B t RW'RILSArPaR LYT� iIPVALNS1MaE6' VISIT �aALC fY�SJ 64B � �� h ' PM i�i7..>1N i•att.41_td.'8 4VaT `. • !PPP'API''>I S�'aH4, LJ MINIMUM ALLOWABLE SPAN SCHEDULE ALLOWABLE P NEL SP N 8L GLASS PANEL R LA SEPARATION SCHEDULE: -24 GAIIC MaS - tA1mmum : STORM 9A •PAmT##M GIGS$ IM4 YNeEONE4I#ESENTaAIAt QESIGN d A SEK INSTAISAAQNSbRFATER WATTLE Hsi ISA Alt? PREVrM1pE lam' SPA43LmaAI TNANsQ'ASDVtamiE Ga1N®F: 7NriN30'ANOVP.GaiWf ' .an; I o, e 19DA t>,aA 2:3ai • `w U B� l:ip LOt� mE.:a7tE�%iG�imiEa�IO IF::IE ESQ E:;d1 fi.�i It 161i1 i ..lEi1iE3tZ" ....i . k . . .tETLi.IC'-Si. I .�'i'i R?7 E r7 � �i�t�tE3�EatQ1%3iftF ad�F� . as A. 3PAiS6NgWN nRE MN3INIIM AL SYD11S 4#rANYt:AM81NnIl 9t'NDURRMr LAIn n "IaFi'i4e14aE `;'AAkd +a -.. "/.. 6SIt aNBW ....� - IIAnIrt: aTAD"riDni`, PAAE_ I LUPNma1A�N€1955;N kk4iAF'1iat%1 I68 NDTEa 4N TANiSiPAMAaVnMY£ NGr :.. : .7rih'r, _ - eaE4n - ifi. 1 ti' its PAn&i iS,. i tiRRAA GLASS R�r tY'aYffn.ViWFLPERan#LSGaRArra TelPA NDiL'Q raA g Srpr#. AtCu R6'sPS NisiOrINNATialNAeoVP. ltaAAi{ 1 5Q La'a'a, d/ 6Ai:#t. _ >I3S iR 1. LiaStaflS I.DHPF - tit 14a3YE. aiRERe " ft.DeiME3iMl.tirii AP.fiAlReo P0.gAtL AW MtAaRS TAmP. iaRB d :5r _ - 1 R ._.,..�^. - sA >„ R -' „<... useATa r n Po IPSnvoV PIDNfiriRGGaNDr w4s,Titomew.sP.#�nanDNEmRfaAEssiwi.ae nenal:� F A.' i aN [l.vaNr 5TAFrAi e1415 d +i1rxH PAN t9AlEAPPk,I T€Saarll • aI Arco- ' P,wLls aarw m Sa 4vaIPV s*sP gg I h A 60 I t ! -Bi 512rR pv 2- #n. _ 33 _ 2T21r1- PASTB�4'S 3a,5^Glri. "e.c, a Li ' :.. - Y- - IN _� T 5.. fAli s5 N NAR• 4TDH#aNe5 P4A W.SPMI. .N6 WAI I14VTI1E. -PPAR erTRGrI. tut I aP1f4Vtst a s9.aln MA in E.iiin' 5i3In S'BNl: i sax u uVivaire vrMoer _.. lalKsW4rr+bWniaAntiwrrwrtsaroxx I:.___aeAaFN k W s.92- : 2r.Din B,IBIaC 1s4AM SPAN SCHEDULE NOTES: � TE B#TER. AN w NEGATIVE ' - 1. SP ULL"S tTM - NLOAD P FA SPAGNGTD' rAE9G a ! STi,999t :OEAIN: !iAA'E ONNI.A NET SPAN, SCKIMEYACCEPTABE PORK WITHSB LESS ANOR. POstmrE LOADSS' THAN EQUAL TO BEGATNP LOADS. - UESION Z. " EiSS°ARE SUS�:LN POLMON WITH $TIN : ,m ON' WITH M EXTA S N3UNCT1 ALL OtiitlTltiO U£ION (SEb. _ 'P"-IRAtYC.5TU0DEO ANCdE U R5" O.C. PANG. fASTEhJat SPACING TABLE VALUESFOR ALL ` "-ANo'U" 1NCLUOINTI-• IW OUT" H . d4EADERa 1fU I ' - NDITIO. ' A. NEAR y 1IOK LOADS IS IN7EWR3trt B TMIGH ti tlTw' ACCEPT O tISENEAFT HIGHER LOIN. ABLE. T}iC{4W1SE GLASS SEP TX NOTES!: t 1, MMSPAN SQKLULE WITH POSITIVEDE,4104 LOAD TOD£iERMAVE � MINIMUM.A"6VAME SEPARATION PROM TKeQMXM TO 9E.OYECTED. 2, SCHEDULE IS RMUIRED FOR YSE WOTI'PDSTnVB LOAFS-010, BtlTrTm+MsiVNt. IM�T'ENPO}:A'MOH: WrWM WAOS I5 ACCEPTASM OTHERWISEUSE NENt MQ+ F14 - P i ,r 3, MR INSTALLATIONS OUTSIDE OF THE HVHZ AM OU dDEOF eSSETITTAL SCHED1785IR NSTM w±NA ZOMES i THaLYJGM 3,. 1O`AAkTI6N FXOM T1TOri SCHEOIILE rSNOT a6q,UtRED ACID ND MINIMUM SEPAAATtk11!T PROPS TFiE PROTECIYO INO1S 1At�. _ - tl ✓� i OPTI4iTdAj� INTE�tIt)R FASi`>~NIIdC, I�tTTAIL 111 dPiiONAL EGR 1-INTEBI0R FASMNtI4i E EL DETAIL $El. -,-,aSa". i7.D94""-23510" ... - 4v��, 4" 'R"Mji� f1n "D..'tl3U -fi-� - ,OBI" 2 aa" Ty 'ii ' ATInLE '.PAN-Ot•, Nf. 80' dT,t. t511 -5a` #FEAna'n 1D ur if' rF tmt#n ,-0 HEAPFI! 1.i 5 II 3, {-t0 13W,`MAR � 03.L" ts€d46S3" D i7e" 5s 2,5PP EL C9VER^r 14,a7�,"PANE4LENG[ � " � 454E TL•5 4'°, '$SO Q.D50"` s. -•1�-0rO4iA°: - _ � .. „t�,*,ta, Sys , > . _. ��> �F;�+-�! ss `1, ,rs`�BDn-W1P�'i"tiikCN ��Tr+ �DRf �OfiD"yq,,,�.���� ..-uwwaEiT- A957" p �I exu xras • �cuµvl ��'-+-D.i3DD'„A.175"" ""'-`. yAD. - #fare-r.rk_;av n v H'..lk N P.81 °F AINiE - 1Ea`1ENO�1 q�u•�1� �.tP"�K� « 1,DDI3! ., c li-i" ataFYE #?b IY T'txlr'; �C A"MAK,: 1;'y &WWERCxflSNpE DETAIL _ i 2S"'MAK: N L^J - 1ae" „� s-� r tohrLa.aw'nera •. '+' »�' . t E^k�ts41''ffr 'Y K+ �AN c x. ..WaArMa 1 nKi. e. re rl a s.4 - Las m, r7m Lta 1 r iCs.. .•tr {t,ny, ty I d i . R n z n a t x d "� 'f ah I.InYN,fil+ EF h-9 f..hlE.4T''xa»eC P"�rl;<FE t1t=?'GtJ X P^-M1'tleF as U Tittle`. Bar ran S an ,' era -e.4. OWNS ' fl1lERLAP; ' «wara,aaus �' 3�$7D" : . 'f A'-S�itlli}.Yy}c --'(,®1111aHaIH Xllaiial CltkSHlgKlattflll -q a.+ umk r., ya. L56,f!° tv,"y �2• a#`45-Ira^',4�i.!:< ` S2'"��E`. it MAX ]:at prl,r:#ai1.b4 MIN.. Y4f a4'f11 , Y' s 1 T0...3tkYtP' F t �4K .Fitt: 9K CQItNE '• 3tlaef3Er'ALl'. a. .'vt * .s Y.. 9� M ,..- aED'' V Nam' M'C415ii S: p ;RHrna. Prt'�u^r:,, #�`'�, rm!uNavur cl�u�oEvaQ. ,f-'"AW. 20-315a , - s :... NfNIKNNr A1#tYa'VF NCHOR SPACING SCHEDULE: 24 GAUGE RAFTS, PANH:TASrENeFS M' 13.5'':ME: .. TOW,: a, %� +l 4 Q -Z 1. P W, u� a z i '- s IP $. Md 11 '( 1:: c pp ii fl 0. 4 I g: "I 2 49 :E t. N t� A + p (�� ry 5'a 1SiN7 44 �,.LL.]I. i p� �e FVL.TT N R gg� Ea DUCi5Y Jt FIED' IN.B....: L ,,.n . - A 'SGH RO i•IEkE Y SiWE T R OF ,ItOltt Meld(tAl,Ufl-AECPW86tEAE NQ24PACIM6, EFAiCTMUm1.'Ark,OwAwzPANb3ANOQSSUIa41MD, TEO �S, -•.•' fn 'SWtEO PFL ri ?VyAN C�NAI.1 ?i "* 'x fN'.I`EitANrLNf•?R�sDMB4UIP$$SET)tATyPflME4FASPFNIEN'5PARNa"SKE6N15"TAfGST41UCT,Orr> 'rE a GHORNpE SELECT, 'WAD G - TER - nn' t 42i - A NE MA _ .. D6Ta1TiN .. ligt d'H#1N . EO' TT DE+FGN .AIv1 _ - .. URk- N_ , }DT15H -ER'd ''SELEC'T'_SPIiN.GNFkTfAT. -:1lEl A�iL53f1UTrf0.SFAN: 1tfT . _ s�ci C F � sr+ FIG rTOY'I 'ICrN .L-ET'2FQA i1 t7F� T4'PE �- w ",PANE ; T EAE^:A 5'I'Ufl6' ` SEo is • � t0 1 NES- A rA : L RE Ndx1Nf Doi N MAtUNTi t31Tsu ffi YPAcvt ST ODED ETC DSE 5`I}:C F 7A U - Ir1' [ p ANCi.E, � -. a-z PANEL A4TE'NERwPALING nk€ifAE BS fUR: �: :tilt' -AN© YI,•.HP�-2(gMfiixnNCa..iS13�OOU%L`.iK�rITLN'I F,.. I ANCt'toRs H _ sTAu1a1 AT]CDR1)A : w1T uPA ' RERs'.6✓=cpMNFENo TYrws; MAN,. tf31 M4 MUST' STR{IST RE U: FO TAD Sx UH L1BE�A8. 3NN -,A pi1� A ULE - "e� iQiwM � SttA NOTeA N 1fWD � a 7 MU EMN Fa]GE E � dC R O MD$ M HSMENTANtS OW^,TAPIC ST MIAM Efil D YI•Iffr�Vd: EiiCLIADLS CO. A �-1-. N ES Lk FS ALL aE E fi 15H SN 5 II T 4" ' t1R5rl £PIE 9Y LSi57@ `. YVA FIPfI N MTr€b'Ttr r M§Is #Ls Y SED OI11 2 A LA N6 LiIAt% iO H 1` Ae URE A TE TN PER OS. TILT QU A GO A cHsr �D H E $+ AI4'.ttC?E N NOT Fit it rABBaD>ilTrSa1 'xAAI IkINGk>=rE'DNLY ReIP sHaLl N g F' tl` G RE G- sf.`IS W RE eN STYR ffi rRN iT ?; CiIN NiAv V lII' VE ""TRUCTU IOD'Ftt4 - GIiTN0T VARY, ! a� N _ .VIE ;' Vf3LIFYTH4T'�+i`L.1'EN' �. rSr4E3MOA , EE[[ 6F.L$1ATE�4OOD FMMIN6 P#EMtiFats, NOTpfYSiQOD, FAsrt91s4G YWOOD 'ACCH'iABLE CL t6T>L P• H-RBA O' S OAR:. 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