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Home My WebLink About36459 Garden Wall Way1 _ - F14. �14WW�tlLI1�1�lYIWY'W Llk47,d1 :16.., d1 �LW.ld dl �:... .. I _ _ .. ;. .. �. _. � _:. __ _ � - ��.• ��. it I L 1 t..-.L, � „�_— _ ... •: ._�,,.�. 1-I, � ,tl1�,...a,t,L ill, !' � '` ' �� a u3il 16_i x L 3 v FE v cn� 0 N I N N 9 N CD I 0 4- N O I CV i v C Cr Cn 0 .n N I cV N J N dI=- 0 I 0 I N Cn 0 C 0 Q c 0 i v n E Ill 0 0 s t` v C J h L C 0 c..>I rh / U N O U a L Z ah / 0 J LZ N 0 N CN 1-1 ri v 0 0 Na O CV \ N N v 0 N Q m -v v cn �-f INDEX OF DRAWINGS SHEET DESCRIPTION � � . 80*0 SHEET 1 COVER SHEET 2 FOUNDATION PLAN 3 _ UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-C 1624 FLOOR PLAN 5 1st FLOOR BUILDING PLAN 6 2nd FLOOR BUILDING PLAN 7.1 FRONT AND REAR ELEVATION 7.2 RIGHT AND LEFT ELEVATION 7.3 FRONT AND REAR ELEVATION X (ENHANCED) 7.4 RIGHT AND LEFT ELEVATION X (ENHANCED) 8.1 ROOF PLAN ABBREVIATIONS 8.2 ROOF PLAN ELEVATION X (ENHANCED) AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room 9 _ FLOOR FRAMING PLAN ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air 10.1 ROOF FRAMING PLAN AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red, Radius -- - - - -- -�-----_-� -- -- ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill 10.2 ROOF FRAMING PLAN X AFF orA.F,F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed 11.1 UNIT -A 1532 ELECTRICAL PLAN AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ------ ALT orALT. Alternate FRT Front REF or Ref. Refrigerator A_"` r 11.2 UNIT-C 1624 ELECTRICAL PLAN BC Base Cabinet FT or Ft. Foot/Feet REINF Reinforcing -' - 12 ELECTRICAL SERVICE PLAN BF Bifold Door FTG or Ftg. Footing REQD or Reci d. Required {^ BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room = .� L1 LINTEL DETAILS BLK or BLK. Block GALV or Gay. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening u SN STRUCTURAL NOTES O BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf SN1 DETAILS BOT or Bot. Bottom BP or B.P. Bypass (door) BRIG or BRIG. BerinShelve Caarpetg GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HDR or Hdr. Headeribb SD or SD. Smoke Detector SGD Sliding Glass Door SHT r Sh. Sheets [1], PE © n 0 0 M EE 0 0 0 P 0 0 FU M nE 0 PE ®� T] 0 OTO ®� PJ HI nP O n M110 n E 0 I 0 U 0 �11 0 U 0 U S3M S4 _ MONO DETAILS DETAILS CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower c r r - 0 Sb Ut I HILS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights S6 2-STORY DETAILS CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications u CLG orClg. Ceiling HS Hard Surface (flooring) SPF orS.P.F. Spruce Pine Fir ST STAIR DETAILS CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) SS RETROFIT DETAILS COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �❑� ❑❑0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ [On ■�❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� ❑❑ COL or Cal Column INTorInt. Interior STO Storage �O ❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑ �❑ ❑❑❑❑ ❑❑❑❑ �� D1 FRAMING DETAILS COMM or Comm. Community K/WALL or KNVaII Kneewall SW or S.W. Shear Wall 0� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -- ----------- — COMP orComp. Compressor KS or K.S. Knee Space SYPorS.Y.P. Southern Yellow Pine �� ❑❑❑❑ ❑❑❑❑ �0 �� ❑❑❑❑ ❑❑❑❑ �� 0 ❑❑❑❑ ❑❑❑❑ �� WP - WATERPROOF DETAIL CONN or CONN. Connection LAUN or Lauri. Laundry TB Towel BarLLL PA 1.0 PRODUCT APPROVAL CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered - -- - - CTorC.T. Ceramic Tile LForL.F. Linear Ft. THIKN or Thik'n. Thicken PA1.1 PRO DUCT APPROVAL D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 — -- -- -- ---- DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry PA 1.2 PRODUCT APPROVAL DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring SH1_1 HURRICANE SHUTTER PRODUCT APPROVAL DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDWorTrans. Transom Window SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL DIA or r Di Diameter MIN Management (room) TYP or .c. Typical 6 UNIT TOWNHOMES DISPorDisp. Disposal MIN or Min Minimum UCoru.c. Under Counter SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DSorD.S. Drawer Stack MONO or Mono Monolithic Vorv. Valve (shower or tub/shower) SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DTL Detail MWor MICRO or Micro. Microwave VB Vanity Base (A C C C C A) - - DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVPorD.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VLorV.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELECorElec. Electrical PC Pull Chain W/orw/ With MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood THIS DRAWING AND DESIGN IS VALID EXPorExp. Expansion PLorP.L. Parallam WDHDRorWDHDR. Window Header WW. FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLOT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height Will or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WI Welded Wire Fabric (Mesh) OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION, DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titieblock of these 05-21-16 1.00 NEW BUILDING CONFIGURATION 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 r _' review all the information contained in these documents, prior to 12-28-17 2.00 2017 F B C CODE UPDATE the commencement of any work. The Designer/Engineer are not Oresponsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to c � -- construction. All construction MUST be in accordance to the 06-2 7-17 2.01 UPDATED PER F D S REVIEW v information found in these documents. Any questions regarding P the information found in these plans should be directed to our 12-19-20 3.0 FBC 2020 CODE UPDATE.—� Office at (407) reimbursement immediately. No backcharges give will be h considered for reimbursement by the Designer/Engineer without /� ( advanced notification and approval by the Designer/Engineer. 02-16-21 4.0 E N G . REVISIONS PER TRUSS E N G . �/ V " � agyments will be made in accordance to the terms of the Ill agreement. 06-15-21 4.1 STAIR SECTION REVISED — C.M. Control of Construction Site The Designer/Architect and engineer of record (El have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not 08-09-21 5.0 NEW ELEV. X (ENHANCED) limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. the indoor air quality, the effects thereof, for any reason l whatsoever. The Designer/Architect ner/Architect and FOR has no duty to IBA protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and UNIT TH (1532 1624) 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. ti p-{ 04 ' Qf L�L..,( L-L C f�a �a e Is ,/ .� (6 O C) YL p,.,_. N 0 GV M ��Og9191�IS��p�01 0 LEVV /r e co. IN 0 P L7 i 7� E'A F fF,ia O R � t•,��•s°� Dare`s ��lS 83r•6! it3 i�3�®� 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 o o QO U N N J U N 0 m C ut � � � J 5 0 m0% xtL w M colr� lr,� 0 LL w a �rNi-t J L 3 a 5 zo L— C o W O r°n24'°' oo Z , N � tea r- ILiW M IL N Q g J 0 OU Z W ❑❑❑ Ina ❑ tJ M � z N Mo O O z z o J M N z i3 -1�, C4 0 1 'T LL w m N c �N uMs U W J L U U ) 0 N r` CID w M M N¢ o z 4 EE O wo tN O E XU UU a¢ 00 U 0 OQ Z O T � i o� Qo w z w _ � Y> " m� z w Z a� cn � m <w � Z S z go W a W 0 a In w �- aLL w =3 O J 7 MJ co zl¢ OU c O i > (0 L r m N N CO � N LO N N 60 � in N "l r— CN F— O r- CN O GD r C j LTf� CC; 04 N N o Z Z E N N d U J Q 0 J JOB NO: 22-02407-02402 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN W W U) CONTROL JOINT DETAIL SCALE: 1112"=V-9' °°• '_ �° #5 CONT REINF. pv' SEE FND. FOR ' °• 49` QUANTITY #5 X 25" X 25" ' , tl' '', ° CORNER BAR ONE FOR EA. HOR1Z. REBAR, TYP. U.N.O. ---------------- °°i °� tltlw tl�es tl••°e ' tl0 TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-T F-CMU WALL (1) #5 REBAR @a FILLEDCELL 6x6 W 1.4xW 1.4 W.W.F. ° a d .. + a - ° o a G ° ° -' a e d r F °• ° ° (4) #5 ° a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 15x5x3/8" A36 STEEL BASE PLATE —, Im SECTION A -A A----® 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT a. \CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = T-0" SYMMETRICAL 1'-4" 13'-4" T-8" T-8" 13'4" -0" '-0" 13'-4" T-8" VERIFY VERIFY 3' 0" x 3' 0" x 1'•0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD 3'-O" x T-0" x 1'-0" PAD PAD L HOSE PAD L L w/ (4) #5 E.W. S3 2'-0" x 2-0" x l' 0" HOSE HOSE 2'-0" x 2'-0" x 1'-0" 53 2'.0" x 2%0" x 1'-0" BIB wl (3) #5 E.W.RIR RI w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE 7 (— CONDENSATE CONDENSATE LINE I LINE ( LINE A I -4" ELEV. FIN. I i 4" ELEV. FIN. 1 -4" ELEV. FIN. 1 0- CONC. SLAB 2 o CONC. SLAB 2 o CONC. SLAB 2 S3 I � 1 I � I i � 1 6-8" T-10" T-10" 2'-8" 2'-&' T-10" Id. T-10" Id. 6'-8" j '-0"j - „ 6'-8" T-10" T-10" 2'-8" 1 r -4" 4° 4, /1-1 -1 -q 91 In 11 M1 � . E 11 0� 0 1=10 0 �-- I U- _ PROVIDE 1 Yam" RECESS FOR — _ I —'r kPROVIDE � — — — — ROVIDE 1 Yz" RECESS FOR I — — �PROVIDE�' RECESS FOR— _ _ F-- —1 (' SLIDING GLASS DOOR. REFS TO — t— F — ) LIDING GLASS DOOR. REFER TO (— SLIDING GLASS DO R. REFER TO I I I MASON'S SCOPE FOR WIDTH L ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO' WIDTH I I ® 1 M 00 PROVIDE LINE FOR D1 � I I LINE FOR M I I i¢ M PROVIDE LINE FOR - I �o S3 I ICE MAKER I I I KER 1 S3 I S3 I ICE MAKER D1 I I 3t" ��II �� /z MiN. 3000 PSI CONC. SLAB FOR ILA I " 1 T III j HERNANDO COUNTY ONLY. 3)/2" 250p PSI ONC, SLAB OVER 6 MIL. MIN. 1 T VISQUEEN VAPOR BARRIER I I DBL. SINK wl 00 ( I I DEL. SINK w/ ( I l I o0 I DBL SINKw/ �o DISPOSAL co DISPOSAL I `o C.J. � — — — DISPOSAL DIS_ — — — C.J. — — — — Fo 55 D1 Ilil r� II �> III III �� I I �� III I I I III �� I I J JII I I I N� JL JII I I I I I h� � TYP.@ L---Jilly L== -J L====JL---� L---JLJ====:1� 2-STORY U.N.O. 5'-11" 5'-11"' 12'-1" 12'-i" 0 12`-5" I I RD Pwo I I Pwo I I I I Pwo M I I I T-10" 14'-2" I I 1 14'-21' 3'-10" 3' KM 14'-6' -1' -1 �, r -I--�---� M M 1 ► I I I I I I I�, ' 9 �� I i 0'-0" ELEV. I I I I 1 1 r 0-0 ELE I I o 0 ELE ® I FIN CONC. SLAB I I FIN CoN .SLAB i I FIN CON .SLAB I I I I — — C.J. _ _ I ( _ � _ I I _ — i C.J. — — —�—+ � — — I C.J. (o 1 GG 1 I I I I I('GG I I GG I I I M I S3 1 I S3 I I s3 I @FOUNDATION 1 I I I I 1 @FOUNDATION I I I I 1 @ FOUNDATION I 1 1 I 0 1 '-4" 1 1 1&2' 0., t 2 0" I I 16-0 6'-0" 2' 0" ur) 2 i_ ) I L- JI IL jI I i I I I L_ ii 1 I 1 1 I I I 11 I I l i I I I I I N (ELEV. APPROX. T I I I I I I 11.1/2" BELOW F.F. 1 1 11 I I 1 ELEV. CAN BE NO ■ MORE THAN 1-112,,J/ 1 I I I I I-- 1 I L 1BELOW TOP OF — — — J L-- — — — — 1 I F EGRESS DOOR (THRESHOLD. FIELD jl \I I I ^ `\a ( ( I - NI K co I co`D K ( K `� ifl 1VERIFY N I� H� I H.W �I N I I `� N I� WA 7 1 PROVIDE 1/2"RECESS FOR S3 L� _ `# _ �� S3 PROVIDE 1/2"RECESS FOR PROVIDE 1/2" RECESS F R a S3 L FRONT DOOR. REFER TO v I ( LFRONT DOOR. REFER TO FRONT DOOR. REFER T v T 1 MASON'S SCOPE FOR WIDTH 2'-104' 2'-1 Q4" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-104" 1 ■ Im ® FM24 1 FM24 MI® ® ® FM24 -4 4- ; 4 1 I I -0' 4'-0"'-0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1-8 1'-8" 4'-0" '.0„ 0" 0'-6„ o o j -4" ELEV. FIN. 60 9I -4" ELEV. FIN. �* I I Cl) -4" ELEV: FIN. 1 `o *4" CONC. SLAB 11 CONC. SLAB I ® CONC. SLAB ELEV. APPROX. ® I Pw01"ELEV.GAN ENOC.J. = I = C.J� I ELEV. ROX. 1 I MORE THAN 1-1/2"' - -rG'J' a1.112"BELOW F.F_ w W INin i00 1 BELOW TOP OF 5'-8" o I I ELEV. CAN BE NA I EGRESS DOOR C " I MORE THAN 1-112 3-o x 3.0 x 1.0 I ( 1 THRESHOLD. w/ (4) #5 E.W. N L o I q I 1 I I BELOW TOP OF FIELD VERIFY S3 S3 �' 1 "' 1 I ® T EGRESS DOOR 1 ® 1 55 I I 55 THRESHOLD. I I 1 55 1 ■ 1 D1 I 1 1 I D1 FIELDVERIFY 1 I 1 I I I 10 I I I10 U') I I I A co 1 I I I I M o S3 I J I ( I J 1 _J L-- — I J II II ooQ� 1 0 "SEES 3 FOR S3 I YS3 ( ■ Is ■ `A RECESS OPT." J T L - — — — -I ■ I ■ cv L I L N � ■ S3 S3 ■ , HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS IF7(2) #5 VERTICALS BIB W/IN FILLED CELL W/IN FILLED CELL BIB BIB W/IN FILLED CELL 8'-0" V-8" 1'-8" 8'-0" V-8" 10 11'4" 1 V-4" 6-8" 6'-8" 1 `-8" 8'-0" V-8" op 10 7_0," 22-8" 13'-4" 1 V-4" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y"=V-0" 1 r: 1` O ,� C� CO C:3 > C�D _ - -0 ® ' C7 CL C4 01.0 f no fV O fV M N CV 0 E 141k ASP 33 STATE OF °44r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r A OD 1� Or E W r O R, 8 N # N O C o 9f M y Y rp LL LL n. W 3: z —� R m bc 0 "i w 2 p O W QC @Nco �O� Q Qa LLW�. No o cn O MZ O U U —1 co W ❑❑❑ V M r Z N M 0 0 N M U) 0 v Oo V) N .) w m j aim L 8 z N C, O W M CO ¢ p Z Q E Z Z N Z� � o 0 �� oa 4 0< N rQ L a� ao ww (Q G O Z m O CTi OX Z aw CA�Z 3 8� 'o U ?? Q 3 d Z � & O CD c0 z1¢ a D _ 0 L > C� N % M N r CN Cr N 60 r' r^ v! m N N � O � N L0 .Q o O M < r co04 r MMV M 3 (� N o z z E CV E a U � Q p JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =V-0" N i» O 60 N ih D T M MIRROR \\ JT o r\ I I b BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD \\ DECKING --i \\ F. FL. F. FL. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ \ \ \ \ \ 13 r2xSTR 11 10 9 8 7 6 5 INGERS 4 (2) 2X8 w/ 1/2" FLITCH HEADER WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 4 X 50 S. H. 15 20 X 63 18 4 X 62 S.H. 16 20X72 184X71 S.H. 1 H2 27 1/4 X 26 26 X 25 J S. H. 1H3 271/4X38i 26x371 S.H. 1H4 27JX50J 26x50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S. H. 23 37 1 X 38 8 36 J X 37 3/4 S. H. 24 37 J X 50 a 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 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 4 S. H. 33 54 X 381 52 4 X 37 i S. H. 34 54 X 50 s 52 J X 50 S. H. 35 54 X 63 52 J X 62 7 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. SLOPE CEILING TO MATCH STAIR RISE F. FL. CONT. HAND RAIL 1 Li F. FL. 14'-2" 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" = 1'4' HEADER SCHEDULE MARK HEADER SIZE REMARKS 111 (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 DRYWALL 1 1/2" MIN. CLEARANCE 1 1A" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 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 Yz inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7,8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1ST FLOOR PLAN -UNIT-A 1532 SCALE: X"=1 '-0" u 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) 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 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■ 1 1.......\./............. ! I A. 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 677 S.F. 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 O s- O M T5 ♦r b f L) (D 4 6-�-._ Ji 0" o Lu, c14 c1r 0 car CM CV 0 °cos LE Wi Oi ( .No G �'°,50 0 • R..4. M © J T YV i C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to 0 W E 1 m QO N 4k emp N Q 0 0 cnr-rL -Jwa adiMv �. M LL a L 0 Z m ;, �y 0 1 R sC6o O~w M 11;l c� o W cook°' Z N CN M Z w T O IL LL IL ZpV U�U)i W ❑ U z N o o z � N z o � J M tn�' z a c _ o -J CD LL /1 +-J L r/ w W un Ly N iN U IJ = L V z. U o N o M o Z Z i Q o 2 O 00 z } N <N Z® ❑n Fca - 20 00 0 O E N p .0 Z ¢W L < p fl 2 (6 CY Z O Ow ZF J w 2. N Q o o of =3 w �- O c!J w¢ 5 %� a F c 0 0 > (O Zrn rD C.0 r L N CO N N U o N 00 _ °° T N a--+ F- O C C=) Q r N I� M r ui M N tri N o Z Nr_ ro d E a °6 U _J Q c JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 3 11•.fiL.11i11-e9;:14.1.l.A-. I.wx•i...a u. ea: � L.,,! k, k ,.. I •: I . 1 I ; wd.i L.� IYi.a. I s- i ,IVliliilWWYII � � EI � , r OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR \\ TOWEL BAR O OLO 0 eo o in o STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE =10'-8 3/4" TOTAL RUN = 14'-2" BATHROOM 2 SCALE: 3/8" = 1'4' 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ - - - - - - - - \�- -- \ \ 7711 3 12 11 10 9 8 7 6 C° 5 2x 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 18JX254 S.H. 13 20X38J 18�X37 S.H. 14 20X50J 184X50 S.H. 15 20X63 181X624 S.H. 16 20 X 72 18 7' X 71 S.H. 1112 271/4X26 26X254 S.H. 1113 271/4X38J 26x374 S.H. 1 H4 27 } X 50 J 26 x 50 S.H. i H5 27 J X 63 26 X 62 1/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 :J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 JX 62 1/2 S.H. 26 37 JJ X 72 36' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z 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 50 J 52 J X 50 S.H. 35 54 X 63 52,21 X 62 7 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 rr CONT. HAND RAIL 11 F. FL. N L 14'-2" 2x4 #2 SYP. P.T. THRUST v BLOCK W/(2)-1/4"x 31/2" 3TAPCONS 16" " FROM EA@. END.c AND HANDRAIL DETAIL TYP. STAIR SECTION SCALE: 3" =1'4' 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 42 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 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. 13 4' VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------- OUTDOOR LIVING 0 9%4" CLG. A.F.F. o i'o CONCRETE io -0" 16-8" "ID 6-8" 3-10" 2�'-8� " 3! -10� " - o 6068 SG ~�o I I 51SHC REF BF FD 8'-3" T-2" 6'_7" O O DINING N KITCHEN W III N 9'-4" FLAT CLG. 9'-4" FLAT CLG. Z TILE TILE < I 0o SINKw/ I zo D/W DISPOSAL I Zo F - - -� I I I r---J FLRG. LINE --- -- - 2x8 WALL 8'4" 6_0" T-8" o 16" CNTR. AT 42" ;n ;- in d A.F.F. 1 /2 WALL co io CAPPED <o r 1 UP 2 II 3 - 00 N I M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET o0 14'-0'- _ 7 00 co in o 10 9 PW01 D1 _ GG 10 TYP. S3 11 12 LO 2x6 WALL T-0" 2'-8" Lo 4'-4" o _ - - F- LO 00 co *NO UPLIFT* z FLRG. LINE Q D1 S4 N N-r'-V_�- -( • TYP. N cn Ca H1 �u- TILE FOYER N Ir ° 9'-4" FLAT CLG. 2868 TILE W 60 O d CD T.O.M. `r o 7-4" O M 2'-6" 3068 BUILDER TO PROVIDE APPLIANCE PROTECTION `t O WHEN REQUIRED PER FBC 2-4' 4'-8" 1-CAR ARAG E o co 9'-4" F T CLG. CONCRETE ENTRY 9'-4" CLG. A. F. F. o N CR CONCRETE ui v T 0 r---------- --------I � I f 7tp 1 I 00XXII I 1 I I O I TYP. @ jXA 0 ih Bo r I GARAGE >04 I - I K I IOR S4 N CV 7E (V 0"_ n_noni±�nano 1ST FLOOR PLAN -UNIT-C 1624 SCALE: X"=1'-0" c F- - - - - - - - - � 2ND FLOOR PLAN - UNIT-C 1624 SCALE: X"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 EO +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET O 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 !']...... r..l AI..,— 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 518" 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 1■■■■■■771 BOND BEAM HGT. A TOP ......................... TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. a).co,,. G.r `� 0 co'' X '. MLLc1 to -0 CD 1 ' ,0 y > -a '` r, 25 .O >a 0JJ C'V 0 CV M N N o ® `a�6E11ti3�gf9v h �° Pr' 4750 No M : A �E' a •�`• STATE dritt111Siy�FS®� 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 Qv E O C0 . ., O N 0 J LL V U') J 0 U " W N t:1 -a _'wa M v u_ a �[ a LL LL a LU s s0 0 0 J Z L OI- > f6 tro O u1 a O J LU D r,-Z LU co a IL N M Z fn O Z O U U fV ❑o❑ O �M� Z N ch 0 0 z z o M l%i Z a 4.1 0 8 a--+ u-� LL 170 w [` 0 ,,, (/ ! Ly N U � w � e ; i�•, z Q U o c rn 4) Q� m �m o c w m o Z LJL ce E w� g rN �N 0-0 E u oLL tz Z® o a N SO U oa oO Z l7 N az wa a z =3 03 � = �z¢ o pY U ym m 0 OLL Z Z (n J Q W N oo c go W U o Q= w< 0 o MJ O d zzl¢ a I M 3 c O 0 > CU m CN 0 fS� i r M cc N N T N 00 U) m N C NN I� O � N y N N 0 Z m z E y N N `m a E U _J Q 0 _.r JOB NO : 22-02407-02402 SCALE : AS NOTED SHEET NO. 4 .. .�wa_.uua�. t,._��si� _ r��.—.,: .,,..s ;� s�.i�.a,ruu�+�sWtW+�urssuti��n v vmiseatriff a d•rL„ 1� �� 'iUi1k111i1t�4UliYlYGl4u�imi d�Gnii�Iti�i,;a .� . _. � �i � � �IIII�VIIiW1yIIV11il�If�9uYy I :;I��.� �V, N ' .Ej X ca LL ,D ra. _ < ' A ' as (1)',,CL.Q 7 i, i CV CV O N M N CV O a LE 10�,�®�'p, V',r�.� . .•.• ' INO P i 75 :1l ' mar ,}'`'• ° �! t �' �b•�:ri` �^a �'f y:t 'iflg6�6'i'3 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 � 00 O Q8. CON. �+ N N J N 6 U J 00 , ® � Lo N (n LL LU a. ajYYn a mw LL C' caLL�- °W S ry _ O a. � -- v � O 0 y s C0 o O F @ (D � J '0 CO W 0 2 r- ;; Z m o a N M Z `n O IL IL OU U ai W CD !P Z N M a z_ J -- M U) z II O f� W � V � 0,1,E ,,N^ �y N v l � U G1 W _ 8 60 r � w � U o � c (0 d ®® Q N m O M z W Z M O 5 5 Q W L.L E z o oo � Z N Q Eca z® w� KOSOU a� 0 OQ N L `o ww ttz 41 (6 U) C o Z O01 w m O C BOO ZZ zz a' Q a <¢ ¢ oLL z r-� =F �O cc F a p O O.N 7 (D ui rn Cfl r L � N CID � N Iln N Y CV _ U 60 r^, V / m V— }+ N 0 r- © O 04 r � r M m N N iri N .. Z z E N N a U 0 JOB NO : 22-02407-02402 SCALE : AS NOTED SHEET NO. 5 2ND FLOOR BUILDING PLAN SCALE: 114"=V-0" *- > 0 01 Ce) Lo CLa) Ca LL L-L lee" L IG) ul C"ll C14 O C"> C14 O 111119ill, I -E W/jr E N N 77181750 STATE 0 F V,* 0 0 0%. 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. 10 'gE ( rl- 8 �-' , 6) - :Mo C:) C: (0 0 -0 a) - " 0? (1) Lu --a a. N 0 LL CULJ U) LL u- yj 103 z 6 1 =3 W F0 N (0 Lr. - < <C-0j vi C/ Z 0o EL " LL LL a Lr) z of LO 0 04 (Y) . . < < 0 U)i 0 C) allillillilliM pOp z pp < C-1 7 Wul (3) Vi 0 LLJ V) V) LU E 0 tml < 00 0 14 co C") o -j - ce E CL 8 E CU E < 00 0 < CN <o < U:) o zo U:) Eii , 'Z b5550 10 z W <0 r 1T, C> .0 C:) 0 CN CD C'4 M Co- LO 1-1 CN 50 0 U) M C�4 4-1 4-1 (.0 0 r— (N L0 C'4 0 CN Lo GOT1- ce) E C14 r- CN �i C14 0 z M z M E M 2 - M E 0 < JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO, 6 1" ---+------- A WATER TABLE DETAIL SCALE: 1/2"=1'-0" FIBERGLASS SHINGLES T.O.P HDR. 0 00 0 0 16" BAND-_---_, CLG. HGT. a0 F.FL. T.O.P ""I KEYSTONE DETAIL SCALE: 1/2"=1'-0" 12 4.01 E:1E]❑D UNIT -A 1532 FIBERGLASS SHINGLES HDR. o _ 60 0 co p_ MOD 25 SH T l'� •• 12 4.01 12 - 14.0 0 VINYL 0 FOAM 1 0 F 01 0 M SHUTTE (TYP-) IRS� 01[ a 0" IF ] 0 1 0::::H I D] 10, MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH o Z TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH --N- - - - - - - - - - - - Z_ BAND- - - - - - - - - - - - - - - - - - - - -------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — =111 — — — — — — — — — — -- ITEXTURED FINISH B TEXTURED FINISH T EI❑E]E 00 00 0000 000❑ o0 00 00 o000 00=❑ �0 ---- o000 �0 UNIT-C 1624 UNIT-C 1624 L:1 )D 25 SH o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH UNIT-C 1624 El 11 D El �0 0❑00 PE 0 i a❑oo e FIBERGLASS SHINGLES T.O.P. HDR 80 o ' Z MOD 25 SH o Z N 16" BAND F.FL ------ — ---- — LIE]EID ==D= ❑000 ----------- --- CLG.HGT d' 0� o - - - - F.FL UNIT -A 1532 FRONT ELEVATION SCALE: 3/16 1'-0" 12 - 14.0 FIBERGLASS SHINGLES - - T.O.P. ----_ HDR o 00 cti I MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH -- -- -- - - - F.FL Tnne n TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH 0� F.FL o 50 0 00 LJF.FL. 6068 SGD UNIT -A 1532 6068 SGD UNIT-C 1624 6068 SGDUNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT-C 1624 6068 SGD UNIT -A 1532 REAR ELEVATION_ SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having 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, 318" (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 wail 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 fleshings 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 a) S O C� co CL �l M LL C of - cB C:70 u 7 (D .a L) a) A) Li 4 � `y a c 0,,.W N N O N M N N 0 %till;1area" 41 ., •. �" ,, • No 7 5-0 e - oa � �L • j 10 .t7 • STATE OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications c d ra p ncontained 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 $ F a E coo r, a o M m ropes # fV N 01 N # J Lo 0' C J LL A cD 4k LL W -o N rnr_r`Jwa am M v LL (L �[ J LL LL d � - o Z Y 20 -3 �a z o w Ili 'Co N (O K O J a W 02O' pjdaa IL a IL N LNj Z W rn 00 O c) U cUp Z W z N C7 o z a N c) � z 0 0 Ll 4-1 C F w _ Fe 0 LL., o. N U c J =�W z OL U o Q Y • I N � o M N OZ w ZZ J QE o U 55 z o oo Y ¢N Z® wa Ix ♦— @ o E Xo as Qz 00 �00 0� wW N o ¢ Z �� L c J o =0 y m `0 ZFF � W c0 ¢ " �o� Z 0 0� a W t? � �j NFwZ- CDwa X �o a h w c CD 0 .L > co � ui rn ca N M N '-" ~J CN 00 U o � N d F— 0 c-- No r` N O LO T C'7 r E m N N y N o z Z CID N a U J Q CID � JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 7.1 V in T O 80 fO 2m CLC A7 op 60 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. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C 1063 & ASTM C 1861, 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 0920 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 Flashinas All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0 c x 0, LL rZ L ® 0 X— LID U ) a) 3 _> .� CL )), 0 O LU c� GV O CV C'> c� CV 0 ikQ �OrG pk [� s e G>> X%`' 8750 �T rr1 T E OF ((�s C\��.aa 3•zi 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 Fao EC Q oo M 8 N a^D N N . # J LL O C co J 0 5 rn °`°° (n sc " a fA to � � -c w u. rz Y a � m ov C J W L j � LU J W W a K (� O Z f°�v O 13 ,m o O 19 j%N c0 WM O J M (0 . ¢ ¢ a Z -j LL N c.N) Z X rn O ILW Q U O Z W ❑❑❑ z N M z o z N � Z a 0- 4-1 t'C9 w U 0 W oOft N c u, f- -' E i z� = w � 0 'o • Q No i� o co W M o a o Z Z J LL m ¢ o O Q E z Z® o a ¢� XU �o o U0 000u C] E a � Z D a� Q° wo <o ww tt� ra C z y U �m mo o O � Z Z a� aw w O �� o O aZ W V w � < o ozz rk � coo F ao d' zl�a' OO 3 c 0 � m m `m � CN CID CV (IDCn N Ln N r N 00 o U)CV N r- 0 N L0 N O CM r, 04 r G6 T M m w N N rri N o Z Z E (Vcn ig a. ;_ U q p JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 7.2 i - u� .�:--- -__ _. 1 .n1Ji-dHtlllf�tikiEl 4k�I.a.ItL Iii.i.uVlb.11,i lLltiliI+�iI64iurLl�dl6►iciJ��N�rillwu,tYJ4L,L,% ua i --I t NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE iN = 4:12 INCH 0 0 a 4:12 PITCH 4:1TTT2 I 1 4:12 PITCH 1 FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT 2 IN 4'-0" NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT 1 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55ID-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE I BLOCKING @EAVE I BLOCKING @EAVE I BLOCKING @ EAVE N_ = 2 N_ _ 2 N_ = 2 C-4 = D1 D1 D1 014 D1 N = ii F-- T = d F- C14 = 77 d F - r = i--- a a a a FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. PLYWOOD LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 4'OFF RIDGE VENT 4' OFF RIDGE VENT _ N_ 4:12 PITCH 12 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT F4r,, A FIFA VA 4'OFF RIDGE VENT 4' OFF RIDGE VENT 12 4:12 - - PITCH SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4:12 PITCH SEE DETAIL 55/D-1 FOR 2 INFORMATION ON FIRE BLOCKING @ EAVE NON -VENTED SOFFIT NON -VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 4:12 I PITCH 1 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 4' 1 M; NON -VENTED SOFFIT SEE DETAIL 551D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE N= 4:12 EL PITCH �i 4:12 PITCH -� C J -I- (3L 4:12 PITCH � 4:12 1 = PICT HI C, C-) FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT L NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND .. - - _ - ROOF SHEATHING TYP. --_--_- _._._ 2x6 - - / SUB -FASCIA EXTEND THE (2) LAYERS OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA ' 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ, IN. OF NET FREE AREA / FT. *"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 Linear Ft. of Deck -Air Needed) Ai, .7 FIRE CAULK EDGES AT EACH SIDE ad DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. 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 Anal, Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented IN. of of vented ventilation to 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 901 865 124 432 31 216 276.0 (Zone 1) 0.0 276.0 Main Floor 0.0 2.0 1010 970 139 485 35 242 276.0 (Zone 2) 0.0 276.0 Upper Floor 0.0 2.0 1008 968 138 484 35 242 276,0 (Zone 3) 0.0 276.0 Upper Floor 0.0 0.0 (Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 108 104 15 52 4 26 0.0 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 62 60 9 30 2 15 0.0 0.0 0.0 '*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Resign No. U905 April 09, 201-8 gearing Wall Rating- 2Hit. Nanhimring Wa0 Rating - a HR.. This design wales a: ol"atad using a load design method other than the Limit, 5tatas Design Method co a., Working stress:Design method). For jurisdicdions' airi pkbying the Liurh States.DOsigrl MOthad, such as Canada; aload raslricuan factorshall be used - See :Guide WWV ctEXUW *Indicatessuch. products shall. bear the UL or cuL Certification Mark forjucisdii:tiansampfoyfng the UL or CUL Certification (such `aaCanadaj,; restectively. 1 i.# I , T5'8" mIN. i t, 4iIr3('i et.,i � 9 3 i � � i-idrirCihtttk $@Cil✓�(T 1. Coe -Ali Blocks*-Vari6wsawigns. Classification Q�2_(2h )• see Cantrate Blocks oategory fair list of eligible manufacturers. 2. Mortar �- Blocks: laid In full bed of mortar; nom. 3/8 Irk. thick, of not less than 2-1/4 and not more than 3-1/2-parts: of clean sharp sand to I. part Portland Cement(pro iortloned'by volume) and not more than So percent hydrated lime (by cement volume). vertical joints staggered 3 Partin ad Come at Sta"a or Gypsum Plaster - Add. 112 hr to Classificatlan if used. Where combustible members are Flamed:.in Wall, plaster of stucco must be applied on the face oppaslteframing toahleve'a max. Classification of 1-1/2hr. Attaches tai eoncrete blocks (Item i) 4. Loose f4aaonry Fill - if all core spaces are filled with [case City expanded slag, expanded. clay or shale (Rotary Kiin Process), crater repellant vermiculite masonry fill insulation, orsillcone treated perike bosefill insulation add 2 hr to classification. S. Foamed Plastic- - (Optional Not shown) - 1-1/21n. thick max, 4 ft wide -sheathing attached to concrete blocks. (Item 1). ATLAS ROOFING, CORP - "Er ergyshield Pro Wall Insulation", "€nergyshleld Pro 2 wall Insulation", EnergyShold CGF Pro and Energy5hield Ply Pro::. CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge " CI Foil Exterior wall Insulation" and "Enverge " CI Glass Exterior wa II Insulation" HUNTER PANELS - Types Xcl-Glass A, Xcl 286 RMAX OPERATING L L-C-'TSX-85D0", 'TS%-8530",. "tnermasheath-XP", "ECOMAXci", 'Tharmasheath-3", "Durasheath-3" THE DOW CHEMICAL CO Types Thermax sheathing, Thermax Light Duty insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation;.Thermaxci Exterior Insulation, Thermax XARMOR d ExteriorInsulation, Thermax IH Insulation, Thermax Plus Liner panel,, Thermax Heavy Duty Plus (HDP) and TUFF.R'" cl insulation 5A. Building Units - As an alternate to items 5, min, i-in thick. polyisoeyanurate composite foamed plastic insulation boards; now. 48by 48 or 96. in. RMAX OPERATING L L C-'Thermasheath-SI", "ECOBASEci", 'ThermaBase-ci" Indicates such products shall bear the UL orpULCortification Mark for jurlsdictions employing the UL or cUL Certification - (such as Canada); respectively. - InI.QWi9k on 2018-04:09 GA FILE NO. ASW 48it7 PROPRIETARY* 2 H4UR 65 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum Panels inserted between floor and }} celfing runners with steel H stud between adjacent pairs of gypsum panels. I ;�+, (NLB) R 314 minimum air space must be maintained between steel components - - - - - - - and adjacent framing (as indicated by dashed tines in sketch). As an alternate to - an air space, the steel components are covered with 6" wide battens of 1/2" PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or full sheets of iz type x gypsum wallboard NAILS EA. END BETWEEN screw attached to the steel components, p /f TRUSSES Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each side of assembly and 3-112" glass fiber in stied space on both sides. f 4'-0" FROM SEPARATION WALL. Height limitation 68feet. - - SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT PLYWOOD. BLOCK MUST BE Thickness: 3 i/2 (Fire) "PITCH CUT" (SEE ELEVATIONS) 11-3/4"(Sound) Georgia-Pacific Gypsum LLC....................... ...... ........ V Densolasse Shaftliner Approx. Weight: %5 psI TO PROVIDE AS MUCH CONTACT Fre Test WH149&1297,111-15.94; AS POSSIBLE TO UNDER SIDE ITS Design GPNVA12o-� OF ROOF DECK. ALL JOINTS 149-61129! AROUND BLOCKING MUST BE w � i; CAULKED WITH APPROVED FIRE 1-28&30-56; CAULKING. ITS 31 W814CoQ-0QZ 8.30-08; UL R2717, 04Ni 03115, SEE PLAN 8-1&.04, ULDesign U373 SoimdTest: RALTLIO-291,8-31-YO TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONIC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN SCALE: 3/16"=V-0" O ti O s_ c) N ; om CCS LL- 1 - c a:' d-C) ar z-. ." .r 0 (D ib: W i Y 0 .0 (13 L='; tu - N N O N M N 0 ®aj®offPe LEI�VA-Q ®goo .No P 50 t a ^� AT � YSOF �1L • ;v 'e ; �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. W co E �co ao O N N J L N C7 m to C J C j !7 cc)(1)4k LL W 0 virrL� -' Lu IL - LL d Vim' gj Y 13 Ju LL a O ZW -Mo OI-WJ -i 0 O ' Co J �� lL _J a Z N M Z = kn p O U U U) Z W ElI]13 M� Co Z nMi Co �I O O z co ¢co Z o Q �- J N �M ^ a ' C ^t/ W 0 4-,cio � (_6 w m '• a U O w t/i y U) tied ~ 0 c ra w J h- E t w, jj c `4 d c[ co o 0 N 0)4 r- C1 M w w z M � G J LL.zo E a O E Ld � ¢ � z® 0CU a= CU (6 p¢ o< N f(3 ¢o wz L N ¢ Z �m m oO Z z Z a) ¢w N o Q Z O >, a C <o a� .. o J w� 1 r }° co , olir o 0 .N 0 > (Q 2 N rn 12 ca CD i r LO N 1 r N 00 U) m CN N O t-� N L O ZD N N LO L6 T M r ai 1 04 N o Z Z E (� m to a. E U J q p J JOB NO : 22-02407-02402 SCALE : AS NOTED SHEET NO. 8.1 SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG 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) LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=1'-O" 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 - Sd 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 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od 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" SIDS 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ 3 6 INKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od 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 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1Od x 1 112" HHCP2 680 570 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 1360 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 (6) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT C*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR;PLY PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (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 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:?/s' EXP. 1 (2%6) or1V32' EXP. 1 (33/16) TILE: %2' EXP. 1 (3�'16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2', SHEATHING SHALL BE FASTENED WITH ASTM !F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] � O .w+ N. t) >r tGC U�.` r O N �r W Cz Jr, O O � O W �?Ll- CV 0 CV M N N O N 10r STAT IE +e-� OF -� ` •� � _ _i4 �iwi•i i` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a r d E m o o Q m N 5 Lo� p . N 00 J 04 6 J L,5 op N rk , W M rn r` I W a No a = a JLLL a co � _' -o — .Z K Y O O W 3L :c N m O J W��QjOS c a Z IL a N MZ d'NO U O U -a W W W ❑❑❑ CDM M Z N co 0 0 Z � o Q � J — Wv) N M z M 111`1111711111111111111 LL 4--J f>3 W W U O W o h— (Q L_U C J t 8 m l 0 N 0 I� r� C::,o co w Mz 0 � U_ z ? � > QN d O E U p0 ft'� ze an co F. (6 �� x �a 00 oz z O N dp ¢o 0 aZ �z �. L QO 1a =U m0 z z N J "gym Q W �m 3 F 0< zz s0 WQ U 3 w20 ao F , O ui , a O L>o 0 > cfl m N O T L r N (a I N N OO '^ v) m CN N 4-1 F— p N LO NO � r CO �"•` M � CV N N o z M z 04 y (n ra c d U Q p � JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 9 .. '-- _ --> >- �-_- L-:.:...: - ._•�:- �_•�•w:r�uWIN& IIIi-...i�, uruuuwuail c1eIL>tuu.w�uruuuuuaiyuuuu:u6WSUlYIlY�41+1Y11ioYYJaI:d.�Y41dI1W'u'wY.IIII�WYYYWIGI�YNu11{YINY�`a9srl�I��iiiliEk,l'��IuL'6��li�la�.i �.;1L11 i,l. {,,.��,I _ IUNIT-A 1532 1UNIT-C 1624 IUNIT-D 1625 SYMMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I 82 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN SCALE: %4"=1'-O" 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 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od 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) 114" 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 ` /(32) 16D SINKERS& LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "I HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (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 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 MAMUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH;(B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (") INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) 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 64' 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 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y/6' EXP. 1 C2Y,6) or 1532' EXP. 1 (3�1'6) TILE: %2' EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'V32, SHEATHING SHALL BE FASTENED WITH ASTM IF1667 RSRS-W 10d (2%" x U. I J I ") NAILS OR ASTM F1667 RSRS-04 1,3" 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] O LzLL0 .:: rD ar'v .1) c -' 0 a) C;3 w CI✓ - _ t`3 0 0 � 0 LIJ N N O N Cl) N N 0 LE b V',II `�,�� •Q° • `GENE u o cc) • c • N�- Ei750 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. aW ,oq)E r- ON V N oo J N 6 C7 � J LL t� ft Q g �; a0 d N O ILL d Q Qj (h V z5z � Y J LUL LL. Z �;.-, o 13 caNco = O i r m W 0 Co z -j Z N m Z x 0 0 U� zOU v�i W M C, N Hal z th O C, z O Q Q � J n_ lf1 U) M c%i Z a (D `o W � O LuLn L a U W C U) o N O� o � w M M ¢ a z J LL- ce Q 1= O z o ao 'z¢ o z® ❑a N 8 �o Qo O E N U F a O az OU m _ UO 0 Z J ° zZZ0z Q"w C oa go Q SSS LL �W o w <, 1° CDa co 5- ti 3 C O O cfl r N O M CO N I, 0 N r N 60 m N 41 0 ZD I� O LO i N r� r C'M r ci N `V o cc z E (� N `m U a -0`o ui U -j Q 0 � JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 10.1 - - �:' i aA - , - _- .-_:—T. _�__—._.. —. .':...- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. 24 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 �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Inv" FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ❑TV TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I� ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH C`�0 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR jIL I I i I I l / I HANSON BOX I I � I I LAV _T\ 3" VTR AIL I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT LAV LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service Power Co. Feed Intersystem Bonding Termination Per DISCONNECT OUTDOOR-LIVINGM. INSTALL LIGHT �`�> ROUGH -IN FOR OPT. FAN/LIGHT GFI \ lilllll Illilli ii I ill GFI I DEDICATED RECEPTACLE DINING ` I FOR MICROWAVE RANGE I HOOD PER SPECS I KITCHEN 1 I � I � FI �0 rGIE1_J --tGFI SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M � II \ I I GREAT ROOM /,,>ROUGH -IN FOR OPT. CH FAN/LIGHT' I , UPSTAIRS 1 / _ I FOYER G \ GFI @ 44" W.H. — / A.F.F. ` O I / I ENtRY I WPDB I GARAG E LIGj-IT AS b FI f PER SPECS DB&GFI TO BE ALIGNED — GARAGE VERTICALLY LIGHT AS PER SPECS GARAGE ---DOOR I GFI I -- r- — — — — — — — — — — — — — — — -- I I I I I I � I bZ j 200A re X W U_ I Indoor Panel H Center W ZO ��/ A j 0 U NEMA 1 \ L}L F W I 200 AMP \ U W >0m Dw I ETER MA N 1 0-200 A P Serial Cable \ � — NEMA ` COACH LIGHTS 3R OR PREWIRE AS \ _ �--7— #4 Solid COPPER Ground PER SPECS NEC 17, 250.94 L5/8" Galvanized Driven Ground J 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. 1ST ELECTRICAL - UNIT -A 1532 SCALE: YV=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT -A 1532 SCALE: %4'=V-0" ;�Q'. co t) cli fV ._: CZU L-L -0 :CD y f C-) N v - _ 05 w � Q 0_ ' ,. CL tc5 O O FL LU CN O CV M CV CV 0 �,.... 1,! P 1...E ..I N ... ��E No P� 7�0 44 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W a E o 8 (co, p N OD J V 00 to � � LL IlJ � c14 o a — a J LL LL d. Lu Z = °' O _ _ cc Z IL _jW o a�00 ZNN ZO Cl), lY y O . . U U_j U) W ❑ ❑ ❑ z N o Z m QQN z O Q J — (L � V ! ''nn �6 V O � w —� O I /) w IUO U w — � 8 z I U o WOD to, 14 co oW co co ¢ Q Z U_ E :1- o O wz QN Z as tt a Q 0CID 2 Q N r ¢OwZ ¢m0 oz" z ag-1 C O mz WFZ z°<o0LL Q W w dz N W U¢o aLL �k '3 o �� =, ao M o 0 O L 2 F_ rn c�a L� T N Co � N r `_ N 00 U rn v l m N �t 1— O N LO N r N Lb G� CO r aizL M CV N i» N o z Z E (N M a E U _j Q 0 C: � JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 11.1 �ILeY1i'J:W:II61�HI61YIsklllr'�ilYllUil�fl6Wbl+kl61utWl�ui{IIIIMu�u1,tJ Lirt IlIli111119YNV��fllll{I)l�Ii�lii�V+iib�i�ih:�a;.:��l�:t�l„":IL<<.-I-.ii._,,,..,�,;, ,i i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1,2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN r0 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �\)AL&� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci r J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I � I I LAV 3" VTR AIL I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS r AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP rEER MA N100 A P TT, —Serial Cable 3R Power Co. Feed -� IJ I #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING ^ ^ INSTALL LIGHT <- J, fib ROUGH -IN FOR OPT. FAN/LIGHT i WP GFI .rn 7f--- I DINING KITCHEN) F1 C GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,>ROUGH -IN\ �FOR OPT '. / ` ,FAN/LIGHT � 1 r� I I I I / 1 / 2Y TAS aSPECSuL I I I I I C.M j UPSTAIRS F 4" i W.H. .F. \ O GARAGE I I GARAGE LIGHT AS \hER SPECS GARAGE DOOR GFI r- — — I — — — — — — — — — — — — — —t I I I J I I Ig Z I Ia IQ I I J f0 Q I I� U I Ix Gi 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 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. F__ — — — — — —1 2ND ELECTRICAL - UNIT-C 1624 SCALE: Y4"=1'-0" all C tC J_ C- c) "i U C) C C U _ r � V nn uj N N 0 N M N N 0 aP®ILEtwko'�'�s %\ �i✓E,NsN'�Ues e �• E78750 To the best of the Engineer's linbwredge, 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 C) W Q v E 00 8CN O N 'D^ J L u_ phi 0 c0 W COD� > N # LL. W a N a cn�r-a LL W Qj M V d Y JLL.u_ a W 0 Z tom F_ rp K 0 W in�4jO' ¢ ¢ a Z IL 0o a N M Z W N o a Q U j N O U Z W ❑❑❑ v M � Z N M o Z ampowillik ¢¢N Z o Q U) J d � N tnli' M Z C W _ o U OW Cp Ly N U W J all — — E 8 zl,. i _ w - U 'o c I .Q ¢ N �� o � Z Cl) 0< Z J ce E E o z o o cu -- ¢0 XU O4 °X 00 O, O CCN D az wo aZ fz � L G iq 0, z Z N w cn 0 Z go a o c> � j 0, X o a¢ LD '0 CC)t= v w °z¢ a x F- °3 �O 0 .N > Cfl ui rn m d- N O r N Cn COCo N `n CV '— N 60 U) m N N r- �-- O C N O O a) Cfl T M r E N N �i N o z Z E N c m d U _j a 4? Q c JOB NO: 22-02407-02402. SCALE : AS NOTED SHEET NO. 11.2 y to o'= t1 s>S� �f3 t(`? 1J .an* `D W ld < Co y4 a `'0— —a 0 W CV N O N M N N 0 ,00II®{!l637lI LE .•�C hrS'F•+ .%CjCo No !$ Q s w OF +n.a" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � W QO v E m CD MJ OO NrCS IS, V0 ."' 00 N # LL W 'O M to h �- ul d M y LL a Y a J�i� I a Z 0 ° EYO-J W U)� 'M <C N LIM Z a N MZ [L' O �(.) M Q U J U) oU Z W ❑�❑ N M O � Z oo L iz Q _J d /) U) N N z W V 0 ,V) v , Lij o �p N CO V � RigW _ F— — E 6 go V =p rh T U)I Q 0 O N C u W M co ¢ 0 z Q O o0 wz g QN z0 N U <o U �o O 2'Q CD 04 i ¢ ZU <Q W W =J ((3 C z¢ �Y m2F .0 0, 0, U �m Z 6W J N ¢Sw Zz g0 MEN O- oa a wF son w� CDO (0 w� w '0 d ova O O E2 CV Cfl N (� LO CV C 500 U U) m N c� I— 0 ;•--• N LC7 C n I--- 0 � N LA-)Q Cfl r M r- ui m w � N N N o z z E N N a U -j Q p JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 12 A Ii.!; UJ.MIi�MlUlHAL � .IiIINWLl.ydd.�IV�9 Ld.:JllartLu: - - LINTEL PLAN NOTES: 10 1. THIS PLAN IS TO BE USED FOR STRUCTURAL o `:`. - `. =e:. `. . _ INFORMATION ONLY. 0 0 0 0 ao °o.� °ao °a o y °° ' oa ° y 0 ° 0 = 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T TO BE ASSUMED TO BE 16" MINIMUM DEPTH. .°o 3. THE NUMBER OF COURSES OF MASONRY REQUIRED 0 0 0 0 0 0 o o U0, 8RF14-1B/1T8RF14-OBl1T 8F16-iB SF16-OB/1T /1T ;�°BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE o0 0 0 o o COORDINATED WITH THE ELEVATION DRAWINGS 8F20-1B/1T 8F20-0B/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR GO OH 8F24-1B/1oT $Fo24-OB/10T COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM 0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. TYPE DESIQNATION #5REBAR ATTOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED 1/2" a R = RECESSED LEAR QTY. OF #5 ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY a 8F 16— B/l T ¢ 2 r z � 4 , GROUT tNOMINAL. QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL o —BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS Ac precast lintels = 3500 psi. 2c prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 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. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �I � 0 Safe vertical load Safe horizontal load ' . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D Q 1-1/2" CLEAR e \ `R J F v C.M.U. 00 (U In Nox oLOaK \ O U)Jin - - Q 0 w ra ` D . #5 REBAR AT BOTTOM 2 MIN. (1) REQ'D U) LL 0: 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitious coating. See contractor specifications �61 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION inD nD CD (D nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL (�)MIN, OMIN.EO M IN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL tt 0 N , c� u rZ Z, d C) U sly .Q :> ��yi .Q U y� ¢�Q O,W `l GV GV G CV M CV v� s �' CJ G•ENS m No 78750 I 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. 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L 1 �urau Rd° t •� I J I Wit a u ..L,,,$ILj 0;!AWAA4t uuLb IS Wtl lY� aw lut►4u tdwk II1J4P146tk E�II+i sL dh , ➢,dg�Jtl�Il%IfiiY CO iYdYYlsiilli wdVptl iii d ib ll U YIJ4llf lrlWhLul Y 111. 1d1(,I.VfiIV III I� i ��:Ii�. l � � �i: � 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3, GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. f. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4. 2, NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. i u: 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: Y4 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.11. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 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 = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT RE 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - !Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches, Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 CoQncrete ouerpour and mortar along the foundation perimeter must be removed before exteror soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed control company before a be issued. a pest certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY= II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N,O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF /-28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. cam➢ O ) ea ; L LID -.0 C) ; - Q r ca f.? 0 `= .;4J..J j: 4 ai 0 0 s 0 . - r s _ N N 0 N M N N 0 'C p, L E 0vI,. ®rrrr ♦� ��\GsE ��,♦oO co . >> No 8-50 • n t 1 5Tlx E OF Z"a +'• ,J,'F t w `�das9Ecsi. 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 U) W H o E ti Q O C7 8 N r Xk N LJI 0 C U- 0 ��oD N xk � W M �rrr-a - W a M Cr'- CDa - Q Jam a Lus � Yso Z L N O 7 ♦r. co O-1 '� U) C j ¢ a a Z N c(y) Z Of y O ILW Z pV U_jrOn W ❑ ❑ ❑ V M � z N M o z CV z o � J N M N z Qj 0 o L 4-1 cn (6 w C o .� 4`• U O w o �l/) U) - C W ' o I- oil 8 I•,` zl�. 10 ) ¢ 0 • C:, � w M 0 o Z Z u- Q 8O E 65 w o coo o N ?® oa V CZ C ra K O �� 0 OU oM d E N a z ¢ o 0 a z Wr C Y Z,U Z W �Z 3? <W 8a .o Q > ¢ a �W Q 3 �20 _1 d= o CO w� o. �° a o� Z¢ U� c O 0 .i > Ct� LL I� ai rn CN � r CV MCo N Ln CS4 ''- CV 0000 U) `° N O N Ln O EN_ r co s... 6 m ^�' N ` Viri N o Z Z E N m a. O v w U _j Q p� c JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. +� Ilhru�Irll v+ 3 -v F- L 0 vim) 0 -a- N N N 0 J 0 N 0 I 0 t N i F=— LE v cgi 0 .c� r- CN ct N - 4- N 0 cV N O I 4- 0 I N E v cn O v+ C 0 i v a v N a� E 0 v c C J ry O 0 C 0 c.� i U .O O z a� i c 0 U t� cV CV O 0 0 o a CN 1`7 cm v 0 z 0 W v a> cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-01, TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-011 Q STUB -OUT FOR 1'-0" o ° LO GAS METER O O � U N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (2)16d TOENAILS 2" X 8" @ 16" O.C. 1T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. U-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 211 X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loe Filler 1/8" gap I FILL CELL w CONT. #5 > STD. 90' BAR ( HOOK STD. 90' HOOK �1— BOND BEAM 1, SIMPSON MGT rl w/ (22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" Q #5 CONT. THRU BOLT FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to ��— web-flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Under 2nd N.T.S. - -Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate6 Zor--20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Boise Joist Blocking for each lapped joist. Squash block 10d nails SECTION INT. BRG. WALL (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam ""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTAL S) LOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D ( (KNOCKOUT EXEMPTS) see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/81, 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 BCI90sw 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over 1 blocking and wall or beam below.* — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration, — • ■ • ■M-M , I 6„ A 1 2° ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2" 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. 1/2' 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min,) =rl I ICI I I 1 I11 I ! I Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM n " SEE PLAN FOR 44.. FOUNDATION INFO a. d" STEM FOUNDATION \ Filler block. GRADE Nail with 10-10d nails. d Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. ` ,_I,,I�I,�,I�I� 1/4%2" gap A / I Backer Block "Top Mount "Face Mount Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE 4 L d •' �.d d - Z \ • a. • O d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE lf— a - -d d d da '-III,�Illilll� d. Q � a �IIIIIII�,III- '' ° 0 SEE FND. PLN. SIZE & REINF. M e\ VV• '. \V , 6 O O ♦Ir L) ®'�6 'a +— N N 0 N cM 0 o �g6gqqqt!!!„sal LE O •, c•E N 0 No 787,0 '� •• STATE OF ; r tD % e rF�`,t;10N{IdiotE qq�a�, qa 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. M h 11- of 1. Q O M 8ti N N m N 0 0 C: u 0 n oo N zm w 0 cn��w a Qej cN+� V 1 Q. Y JLL� aLu 0 0 =� 0o _Z L O W O 4 0 J 0 a 00 Z N co to O U U N b IW o00 z N O 00 Z N z o � —, — 0 N U) C)' l `o i w m o V O WLn a LL m L U c U) Q N o Q m o �w o Z U_ LL Qo y zo ooz® >o a z oa t..- X o¢z zDo O E O N L a p Qz o � z w yam-. _ Qo m� zU J o' z z u� 3 a z a° a`ni 8< LL W) CJ sir o y" <w w< =3i reS. >° O v z< o °` O > C4 = N Cfl T L � CV (10 19t N LO N r N 60 in N 11-- o CV LO O cfl r m E ! M t V o Z CV �' ILU E ai Q p� _J JOB NO : 22-02407-02402 SCALE : AS NOTED SHEET NO. S N 1 v v C1 0 N I N N J 0 C1. O I t� N O I N 0 CO 0 0 N I N 0 N 0 I r` 0 N I v cn L 0 61 Q CV cV N / v Q. E N a E 0 v J y LZrr�� 0 U U i N U i z y I Y / C 0 v 0 J i.� CV CV O N v 0 0 N N N C N V) m -v v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TnFNAII S T P. R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4,WWF OR FIBERMESH MOISTURE BARRIER a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM III -I -LT D7158-CLASS G or H, or ASTM i 1== I (_) ; • D3161-CLASS F, IN T' 1=�� = ° —I r 11— T ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING �+� �—I I1=� IF I11- I r CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=T-0" 111,,5-4 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \2Z'N.0. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE: EXTEND W1.4XW1.4 WWF OR _CL DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C T —ITI—I f� I r ° \ [ 0 M - — — D 6 MIL VAPOR 3:7- - BARRIER p �• 4 � D :� iv COMP. SOIL. *- (COMPACTED TO 95°!o 0 �(T MODIFIED PROCTOR TTT I I Tli ASTM D1557) 3" MIN. CLR. ' O 3 TYP.' CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE U.N.O.N UO 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5'2" DEEP AND 6" BEYOND. DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z M •+.a 4 II I OP •�• �IIIIII SEE A/S3 OR J/S6sl j I I I hill i,, I, I,I UI P FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS (�j.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS - TYP. MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" 0.0 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL (V 11 11 11 11 5/8 x6 J BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY r 2x P,T. PLATE ASSUMED FINISHED ' GRADE 0 p c D ° 00 r n � III III—III=1 � I —_III —III- z p �° I=11! III lil—III III —II � _I I I_I I III--_Iil FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 v —1 I I —I 1 I" (1) #5 REBAR w/ OPT. T=1 I1=iT�l I. 1= —I f 1= SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r-L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 131 —� O.H.D. RECESS a I - SEE A/S3 OR J/S6—` -Ilil I I It Ilil l I , Ilir FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 70 I I I I 1 1 I I I I I I I I I I I I — 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl Y WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL � @ 24" Q.C.) 2" ATTACHMENTS /211 WWF OR FIBERMESH / WWF FIBERMESH 31/2"MIN. 31/2"MIN. /6x6W1AxW1A ELEV. -0'-31/2" A.F.F. p N - z �j=r- I'31/2"(min.)- 4" a q _ _ �_�=�jJ�T '31/2"(min.)- 4" - TT ° •. = I 1 1-1 1 1— r— T - —� \+t ° �•• / �, I 1 I C31/2"i(miI 4" —11 —� 31/2"(min.) - 4" — I I TII 11T`I I TLI I ,ITI -I ff_ITI 1Ti 11 f (2) #5 CONT. 4" 1 1" m 8 (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SHEAR WALL REQUIRES Zx BLOCKING @SEAMS. 2x STUDS @ 16" O/C 10 0\N°o s INSULATION PER FBC AND ENERGY �/ C FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/810 x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH 1 WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN, Fy= 40ksi #3 & #4 LAP SPLICE _ = p , Cl) A c \ o FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] — 6 MIL VAPOR BARRIER I ° =I I �_ — =TT. O° R 1 7/8" IITI N z '� #5 REINFORCING BAR ' I I D TI-7i=lTfI f_ II—III—=11'=' r #5 LAP SPLICE COMP, SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) I IrTlir II i I_r 4" 11_4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0° CONT. BEAD SEALA� Q INTERIOR -31 IC a a d- A . a` M CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 70 00 E� __-- N II —III= I M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W LU Cn II ,hill III I III ° a 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF"� E'e)SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS S� CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r 6x6W1.4xW1.4 WWF OR FIBERMESH K S3 PLATE COLUMN LOCATION S CUR 2 4 BTM 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. 1737 PLATE SEE DETAIL 16/D1 FOR E E x w/ 1/4"xT TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w 0 SIZE VARIES PER PLAN Q w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR W SIZE AND REINFORCEMENT) w U) BRICK PAVERS or B PER SLA 0'-0" FIN. FLR.� /—COMMUNITYSPECS //�%\//; •�/`�/`%`o`er / / / 1 (2) #5 CONT. —I I [=j I I ON 3" CHAIRS -4" (TYP.) 8" 1' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH M . III 1=�1I I r1I17= o r A TYPICAL INTERIOR BEARING WALL w/ UPLIFT III G SCALE: 3/4"=1'-0" S3 a , 1. 1 VARIES a .. a 1AM A .. IAN A SEE A/S3/J/S6 FOR REINF. IN. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD _E v CONT. FOOTING STEEL I I MAT REINFORCING. Z1 ' M 00 GRADE G U _ =1 1 .7 4 • �=ill= l Z ,L w o W I_ I_I_ a t_-Ili; III l- z FOOTING v I__I=- I= BEYOND PAD REINFORCEMENT --I I !=—I 1=I 1 1—" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 r$ C) O -4 "` O CIO Oak fy� o,. _ _ cz 0- ,CL m C3. d) v> n '- .� U W a ')® d fro "C3 LL1 CV [V 0 fV M N p �e`�rj'•��GENS• ® �• No P 7S750 �' r :5� STATE OF o To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Wp 'ITE O M (0 b i CV J ON v J .a) � L5 LL C 5 n 00 x� `` I.LI N cnr-[-�� -wa a �mv � uivYi J LL u a 0 0 Z ��` y=�`o � C)NW N(0 LC O J W 05 rn a a Z 00, o a o W S2 0 N c o� �� z W U z N rl o g z z J a M � z W V 0 a--J LLJ —� O w g �N w U E all Uj ° I r l' U Q 0 — Qo N I� o � w M zo z Q E E B �0 w� ¢ s Z® ¢� w� CL XOCU 00 O°az N 0 WZ d C N 2 OY m o OLL W z �' m ¢ ° Q z z V) a�i S go r-LdZ w W U ao �- W Y zF 0 O- r z, a0 3 �O 0 L > (0 a� m NcD � r C'V M Co "I' N r N c0 V) CV m N 4-1 c Q Lo C0 r M ,— W M w N N Z6 N o Z z E N 0 M a E U � Q 0 r_ JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. S3 (MONO) o, 3 v O 7 C� 0 a N I N N J C'4 0 I CV 0 I C'4 v 0- en. N I J 0 N 0 I N 0 I CV i v c� Q c `o a Do N v a F- rn N E L v C J Tad LL >n U 0 U i co co 0 i U i a`> co I 6 i 0 0 U J ti CV CV N NO cv 0 0 CV 0 C14 0 Q m en (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 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 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (gyp) 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 R'EQ'D 2x BLOCKING @ MID POINT EVERY OTHER *+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1.6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A 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 SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. ��S4 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 518" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 o a a n d a a e 8rr 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 --- L 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4r FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE w / > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----___ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a • a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10' 6 3A" 31/2"- N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --- O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 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 FOP a iARAGE OOR W/MOUNTING ANGLE 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR �. GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (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 1 112" EACH SIDE ' 2x STUDS TYP. O� DR SIMPSON HTT4 TYP. Op F��NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKINGLu ( ) O/C FIELD r 0 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS - CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 145 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCKnTa— .. — ... — .� ..........-........ . -- -... 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 48„SPLICE STAGGERED �4 /-10d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP 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 rc C P.T. ATE SIMPSON SP4 --I �uwraLAy 0r4 SP2 SIMPSON 10c ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 c e � 2X8 P.T. BOTTOM P TE SIMPSON SP2 -, '--NAILED INTO TRANSOM T FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON RECESS SIMPSON 5P4 LINTEL SP4 40 d TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" aGGERED 3OLTS @ 24" O.C. 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) , (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED I NA INA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 s • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY- SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER 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 rR � SCALE: N.T.S. N � � co 00 LO .a ©i cts 0 0 (0 a, 11 3 C �S C.) "t3 CL CV CV 0 CV M [V iie`ce�e�§r�a�doi o a No P197875 o -3� STATE t.. 4 ssi.688tetti0 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_ ti �t Q O M 8 N ao ON T J N V O C J LL j LL7 O y # W 9j a E O Ma cLJ�n 04 aoY� U_vm LLL Z NN�•ra WpWQQa o a R� O Z co N n U � Cp ZO U W ❑ ❑ ❑ o z z ti N1114% J d n LW N z LL 1/ 0 _ o LL r/ U o LU c �N (0 U w � J E zLU N o o Co §w M oo S Z Z¢ g LPL Q E z� S� } 14E° <=w� z® F- C6 Xo oo o z o E N ap Q aa, L c Z `o m O oz Q W zz Om Z ao R 9 Low W U 3o �G 3E W m = H IIIIIIIIIII� �L 0 �_ ° 3 0 O > (0 2 L N 0 12 N r � r L CV CO r N Ln :3 N Cr Y G 0o U Cn m CV N I— O +--* 04 L O —0 CV 0 M Cfl T CO r c N M N o z z E N N N cu n- E o a U � Q p C JOB NO : 22-02407-02402 SCALE ; AS NOTED SHEET NO. S4 v v V) 0 CN N I N CD J N I N O '4 i H ;v v 7 a d- N I N N J 0 N 0 I t` P 0 I N L 0 v Cr co C a CV [V 0 i v Q FR cm W E O z L v c N LZ U v in U N i .a 0- N U N Y i 0 U J T7 N CV O M N N ai CL v 0 0 CV O M N v 0 V) a 0 m v N SIMPSON HGAM1i 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 DETAILS (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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. 'X BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 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/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING / DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT wl (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF 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 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C (2)16d NAILS @ 48" O.0I I INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� MOISTURE BARRIER SIMPSON META12 wl (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C./l 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"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 1 1 1/ (2) 16d NAILS WOOD TRUSSES `� 00 bo 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT II AT 24 O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/2-16d NAILS @ EA. END AT EA. TRUSS JOINT 2) 2" x 4" LAMINATIONS W/ 1 ROW ( () (3) 2" x 4" LAMINATIONS W/ 1 ROW O " " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-a' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / ° 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT ?"Y& MIN GFF M/S-, CROSS BRACING DETAIL SCALE: N.T.S. L CONT. BEARING 12" ,SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 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 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 7' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—' I LJ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 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)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z UJI BRACING w/ (3) 10d x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=i'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. cc NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING, MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 000 .C)N C= LL LL C9 -0'O C c ,J Q 0 Ca I 0 w N W .bi 0 3 ( > '- tti 00 .LLJ N N 0 N M N o off,``=41fEtOD//® eA P. LEI�L �Cp w/o �` .... • w �.� No 8754 :• Crz - 4-' :-53 STATE OF ,-' j° R ifdFS4�d5aa��``, 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 U, o aE A ti o cm mr # N O N J ^� O C J u C.0 ID M rr� ° j W a NO CL = I, Q o a Uj 3: a -1 O �I rocs �O pz_/ 42 m co Z N M Z x Ln O 06U rA Z W ❑�❑ v M � � N M o$ co z Q J N Ln V ' Vz'^^ O -14-1 � LL L.I.J U 0 W o (n �y N �N � U W x�$ I 0 o tt N 0 m o .w M z z U_�o E Uj 14� E H = �� oa 00 n7 _ o U as p o� N z ¢o az Ww L Z oY m O 0W z J < ° aw Z z (n�m co 3:o< go a U w ao =w �k J W w, r >° o z< a 03 C O O >� T v1 CU 0 N CO N III-C-) N T � N 60 Q U) m N c� �— O +� N d7 N Lo c-6 z . N � N o z N " d Eiv U J Q p -� JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. S5 Il�llLi�Llu.L, - .n Milli! i v C 0 CV I N N J 0 -t 12 I r\ 0 I N / v v o- Cl 0 r` CV I 4 N 0 J CV 0 N O r` 04 0 NI v v v- 0 Cm c 0 a N 0 v a E H Cn 0 x L v c J Cn 0 iy U 0 vl N .o U 7 fU N I i 0 v U 9 LZ C'4 cV 0 M N .a: 0 N 0 cV Q' 0 Q m v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS , 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F, STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8 PLYWOOD/TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU Lol AREAS. FLOOR SYSTEM ER\ _ 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT STD. 901i00K (SEE DETAIL) 8"x8716" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT I rB REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � w LAYER 1/8"THICK. INSULATION PER CHART ON FLOOR PLAN FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU co lx WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY F.1 410 6" BELOW GRADE . �. ..4�. N I ° ° \a °a . „ °.a •°FINISH GRADE 6x6 W1.4xW1 WWFORFIBMSHro, ll ,'I I I�II_� ' \--STD. 90•HOOK (3)# 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDS 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. /N., 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" NAILS TO STUD & (8) 10d 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 FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN T5P FLOOR TRUSS ' O0 SEE FRAMING WEEP SCREED o z PLAN p INSTALLED PER MANUF. r 2"x4" CROSS BRACE @ 48". J` SIMPSON HETA20 wl (8)10dx1 112" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUST ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS Lu WEEP SCREEDLLJ INSTALLED PER. MANUF. co SIMPSON IHETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB I IF EXPOSUREI x II SHEATHING PROVIDE II II BLOCKING AS REQUIRED PER II D II i SECTION X-X IF NOT FULL HEIGHT SHEET I C II II i II II JI =_ IL_ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I I I II EXPOS 1 F RE SHEATHING W II II II 2 SOLID 2x U) III III II II II I ALL a SBLOCKINGHEATH N co EDGES(SEE IIIOPENING SECTION X-X Lu III C III _x II II EW II IIF qFx E 2x STUDS w III I III II II II BEYOND. � SEE PLAN 0 III I I I it I II I II II I I O II — Li IlL _1L Jl —►I co 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION g 3/8" "S" =NAIL 3/8" @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4" vC 1/2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING TRL RIBBONS DETAIL FLOOR TRUSS) 0 SCALE: 1 1/2"=V-0" "6") NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ems° ° 4. °.° ° .4°• °. 44. :° . I III=I_TI `° I _ .:°' f— I —III —III —I 1— ' ' (3) #5 CONT. ON 3" III—III—III—III—T 8" 1'-8" $" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFF OoGv N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKINGAT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT W PENETRATE SURFACE MORE THANY". Cn z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z W = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 4 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL w F- O 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } ¢ r O in wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ o P00tn Z w LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL C' w 0 MEMBER IF GABLE END U w NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" 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) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE ,0�TFq/ FLOOR TRUSS / F'vin. Q'Q i BEAM SEE PLAN FOR REQUIRED --- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 `r WWF OR FIBERMESH .° —I I14.. e 1�IIIII I� IIIIII 9 ° (3) # 5 REBAR ON 3" CHAIR 4" 1 -8" W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE — 00 Mill; I 9I� I @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. f ti C. t1 N 00 (6 u1® p B 0 ._ Q ' C: �'. c E� y !� > L 1: 0','� -73 U ro 0 CV M CV o ,a`�,aesaiars1t!!, 0 �� • No 7 U r.-50 ' •"• ""i,) • • ro • i ,C ,'. STATE OF : j INJI AA_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W CD FW' o E Q O M 8 N 0 ��6 C ] n co W it W M rn��-- - W a 0 (Nv CL �[ Q JLLiL a Uj � 0 0 103 _C 0o wZ_/ li '� N to J CO W (moo'°' ¢ ¢ co —M Loo _ a Z N M Z 0 IL U� OU uvi W o00 ch z N co z co z � a N z �Q) � o w Q A ( j v O —� w o N �V)A_ U LU E — S zlry C) o w Of 0) o ® Q m e0 o � C".)p 01 � Z z¢ J U_ EE o U oa r6 �o °< D oo 01 O N i6 a¢ az � i Q ¢o �zw m� _ z Yz "� az '¢w Z z z zo Q U Q �w Wa pLL of JW =3 WO iO O co w� z ¢ a 00 c O 0 .y rn rM C'V 1— 0 CV (� � N III N r N CV 00 In r 04 Cfl H � o 04 Q M LO cfl r N i6 04 Z cc z E NC cu IL U � Q p6 JOB NO : 22-02407-02402 SCALE : AS NOTED SHEET NO. S6 (MONO) 3 a v f) 0 Q n N I N J 0 cV 0 I t) N 0 I 0 C Cr Cl7 0 N I N R N 0 N 0 I cV 0 5-1 v v- cn 0 c 0 Q N N 0 v 0- E F2 U) W E 0 s L v c C J Cn ao O U D U Cn V i i N I c 0 0 U 0 r7 0 N M N N 0 0 0 N 0 ti M N 0 Q 0 m a� a v N SCALE: 3" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLU NAILED MATCH NOE OTHER l � 6'0 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPS:��g\ AND 1/2" GAP TOP AND BOTTOM, GLUED AND MTS12 w/ (14) 10d x 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD , --- GLUED AND NAILED I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE STRINGER CONTACT POINTS E I `f-2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING �x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: Z' = 1'-0" MALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ALIGN THIS STUD WITH FACE OF 2ND RISER l E EEi�; j SYP CUT TO FIT 1 ' FRS IN WALL I 2x12 SYP BEARS IN WALL f I —2x6 SYP / 2x4 SYP BLOCKXw/ 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS1 AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 4 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST 1 NOT TOUCH STRINGERS l 4--2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE / \ PROTECTION LZATTACH ALL COMPONENTS IR TO CONC. W/a' XCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS ix4 GLUED AND OF STAIR TO CONC. W/ a' X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ GA TOP OF ' \ / 61, \ STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP r MUST NOTTOUCH G ' 'STRINGERS E4 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP U T BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" ER I� IED ,ILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND f/ I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE-ATi STRINGER CONTACT POINTS SCALE: 1" = V-0" 41 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I E W "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / / `f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS \ LX4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: z" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C ----- NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT I — f (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "C" SCALE: 1" = 1','0" F SECTION VIEW SCALE: J" = 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 !L POST LET INTO .LOCK IDE 4ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO ✓VALL BELOW JOINT -TO )ISTS) H—,\\ 2X STRING6 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" Al LS \3ND OR 3ND 2X 131_05�ING RISK VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" 0O N , *Ciz ), ' L O <� e3 b3 Cv 0 i Q� .Q 0 0) CZ `0 0 ; O` 0,tu I CV N 0 N M N �AIYL i o C) 0 E IN �' • , • V,1 �Id N 0 a air• •� `YL'• STATE OF •crL�+r d a l? To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N? U) E W Q rA N � N u_ N W � U, L_ 0 � in � N at u; w w a �r� -a 0 rna N c" _ n Q a MLLu_ _j - 0 Z =mom 0° O (0 1 ¢ a Z N Nn Z = cn O ILa ILW U Z Q 0 (p W ❑❑❑ O O � o Q J M 0 dJIl- Q41 LIJ � U w a N c rNt ~ � V U E all w � — 8 olti L _ � N U o m N 41 C � � w CID Z o Z J LL EE 0 no 1 0 >�- Z S z® C4 r--' � MU a � UO Z O E N (D N Z wo � ¢o a Z tt� L � C U 0 m 0 o Z oz z J N m Q W 'nz rn (n ¢ ~Og g0 W U w0 <0 =k J o az J= wF =� �~ Eo O v °la a ti o : ~ N co N 0 � CV M CO ' '— N `c� = N T' --"-- N 00 U) m CN N co �--- 0 (N L0 CD N L,<') C.fl r M r ai c N N � cv o z Z E N o- E U CIO Q c JOB NO: 22-02407-02402 SCALE: AS NOTED SHEET NO. n�llesn r�lr _.��i4: r� I I II : gat 1F�'€IN I I � 1i I I I 11. I - It 1I t)F I II mI1Fm yl v} 3 -v _ H L v vim) f N NI N 0 J CV a I tom. I L v cn� 0 CV I N N 0 J cN CD I r`- 0 I N i 0 C Cr V) 0 21 o, Q N 0 a Q EE co 0 0 v J N N ti In 0 U 2 0 UI N U 0 i i L W 0 i 0 U J ti N 0 ai 0 0 0 a N 0 v 0 a z 0 w m w v cn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 1 X4 APPROVAL FOR CONN, f APPROVAL FOR CONN. 1x4 P.T. ix4 j FURRING 3-1/4" LONG X 3/16" ' 3/16" X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" i FURRING TAPCONS ( ) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LL,2X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3116" x 3-1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. % /.i�i// 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. / 1x4 /% (2) ROWS 3/16 x 3-112' /�i O.C. & 4" FROM EACH j FURRIN( TAPCON @ i6" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4° DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK \ 2 x8 45' DIAGONAL (4)10d NAILS INTO , - BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA \_ BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ,r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W! (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8° 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REBi (TYP) FILL SOLID STD. 90' BOTH CELLS HOOK (1 NOTCH WEB AT .I.SA FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 1 SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS i i i `— FILLED CELL PER FOUNDATION PLAN ,R YP.) CHE iS UNACCEPTABLE INSTALLTION DO NOT DO THIS ®O. #5 REBAR (TYP) ,®® ®1 .1 1® 1` TD. 90° HOOK (TYP.) ®a0 B@ FIRST COURSE t®® 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED \ ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C.,2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS - INTO BAND JOIST & (4) 1/4"x2 3/4" t- TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW—i—Af--J- CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.G. CONT VENTED OR SOLID SOFFIT ;2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.CJ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT / SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09,23.2021 > T-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA / *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. 'ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-O" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER • OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE .o ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p u o REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT —III * TI1:7-71 PRESS PANEL REINFORCING INTO PLACE. 6" MIN, LAP SPLICE W/ ' III —I I1- * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANELI� F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT I= - III=TI FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 314" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X 4 #2 SYP SCAB TO SIDE OF ?X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O�FRjy * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + C' �FNGTy (2)1 Od NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT + 2X4 SYP r • s EACH TRUSS CONNECTOR SEE LINTEL SCHED. J CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0" ) SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF Qt-IFFT Ill AAltl SIMPSON HTT4 w! (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z O 0 W 11 I— U FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN 14 d: 6 RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" T NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. 1'-0" 5'-0" ISH . • .e . .. • Imo. Y >, 6 #5 BAR p d A . .. CENTERED W/ IN TOP o 1 e slq KNOCKOUT / iN 1 -_' ; CHAIR BLOCK MONO FOOTING I SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL .> A. ° DART Z STANDARD q #5 BAR IN ° 99 HOOK N FILLED CELL, Nk ND STEMWALL FOOTING SIZE A MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. -v > rQ _ co t �L L t? 2 4 a < r I !, � 0 U ;� > C LLI CN CV 0 CV eL�E cm 0 LV',�Q eon* o • NoP/yg7875 c T A -1" E 01- • �.1 •. 10 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. H 'Ogoho I` 0 9j CD o E ro '� MS (012' w 6 m LO o M� W w it W M 0 Q2, UL r4t,r-° LLwa M � ' (n U) M u_ u_ W � J O Z m _ � .—t6ct6c _ 5 '@ oN co WO O W ILca = IL . 0 2 a Z 0 O N ZOU co U vvi W ❑ao M z N o O z � g � a r, Ln Q) 4-J . O = 0 v, C1 •O L.41 N Ln W o Ly N '' ^^ �v' c— c6 MINw E 8 s Q N �� C Mm �w a o Z 2 as O E U �o oz <� > ?® Ql I--- O MO x cii a a°z 00 00 0 0¢ wz N o <oW W cn z Y �o 0 0 � Z QW �z 0) v ¢ ° 8<Z>z 3 <0 S~ 3 o <� _1< >0 ° = O 0 V tm NC9 C10 (f j N LO N U o CV N 00 d. +� H 0 � +.� N LO LO M r Eo E '� N Z t6 z 3 E N m a E U a Q16 JOB NO : 22-02407-02402 SCALE : AS NOTED SHEET NO.SS .. .� ..9r.. ,c�mam..-sax•wrn wlr.n Irem�:n, •x n.11rmmmxmm� erl et ,ir - _ _: f 1 F!1 # piF 't? !r —A E.F:'. _ f {I AA �i:_ A 'lull. .III - r r II �: I:, _ I r - *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 fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. z— _ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS USSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" HIP G.T TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2"-0" O,C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI(fP1-2014 MAYBE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W/ (4) 10d TOP & INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH BOTTOM OR SIMPSON H2.5A B T M COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN SIDE1 NAILSWHEN NAILS OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) SIMPSONHTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 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. 2x4 SPF 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR SIMPSON H2.5A @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE A DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX T2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING 3 4L WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS N L STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKI G DETAI SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER PROVIDE 25" LAP SPLICE @ F.C. REBAR 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 4 24" O.C. AREA <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. P IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE. 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" TYP. O o I o O o I SPLICE O I o O O 2'-0" SPLICE BEYOND PART. ELEV. VIEW -I r", n r DBL. KO. BLOCK MIN. MIN. TYP. a a o 24" MIN. (2) 2x8 P.T. ATTACHED TYP. 0 C� 2'-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24' O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C, LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. r /—(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD WOOD TRUSS DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" MASi SEE inX-11a-rl1cAAn1LS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3 TITEN2 @ 24" O.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 30 LB FELT (SHINGLES) SEE MANUFACT. SPECS. FOR INSTALLATION. (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE PRE-ENGINEERED ROOF OF WALL NOT STAGGERED CEILING BOARD TRUSSES AT 24" O.C. MAX RUNNER TO SHEATHING OVER PARTY WALL ABOVE AT EACH SIDE-7 (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 0810. 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)1/411x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH I FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S 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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) "XT' TITEN2 SCREWS Cal 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0"11�j 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 s WITH APPROVED FIRE CAULKING.- 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. "\\,—SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"X4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO /--1xP.T. BASE NAILER ONE SIDE OF THE �—STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA :5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W! FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOP 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 TYP. "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) U 8" CONC. BLOCK (TYP.) PER UL905 ? =t U 1x P.T. BASE NAILER N 6x6 W1AxW1.4 WWF. -' 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 77[ 0 ;- (4) #5 CONT. - STD. 902 HOOK ON 3" CHAIR g" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 SCALE: 3/4"=1'-0 PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. BASE —� NAILER BASE BOARD PER SPECS. —\ CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN —� SCALE: 3/4" = V-0" REV. 08.20.21 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 co all ►'r. r c6 m a- 7 ,v d) G,3 v C, .e' N N 0 N C> N CN t%%111111.11011 o P LE 0,1 C, ror +�� • Or, • \G a? `°, 010 • " ' N0 PE ,v `�• •�� S i riTE O : alp•'. q t�. 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. �E co 4 O M N N co N U_ 2 W® 5 00 ca # u, Lu N cn�ra Ewa mM-, 33 LL a Y a JJ L.L 3 °W' L Z `°_°' Zo 2- 9 N m LC O W U), QQd Ci mm a Z N M Z N O O U 0 W ❑❑❑ z N M O 00 z z o rz r` M z 2 0 W �_ � 1 L (Z LU U v � C) 0 ,, g Mom V) G �� co U W J E — mON B i' ., 0 ID 0 ®® N Illo c co J w M N z c E oo <Z E z z� oa rm X 0 O < 0 OU O d' O E o CV L ao a= w0 ¢p �z ww z� B V% U h mi O Z N J m Q W Zz �, Fw o a z 30 C1 U ¢; a n w �r o d� o C:) Jz u 0� o a F co Ir zla o 3 0 2O > CU T i 0 m N L0 ^, T M LO :3 CV C�V C\1 00 m CV d' �— CV F— O Co C=) r ci 04 cu o Z m z :3CN E N a io a E a v ¢ a c JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. D1 -v v v- 0 .a Q �I- CV I C'V cV J 0 CD CD C14 O I v v cn 0 C- cV 1 N N J CV O I n 0 I L v v- cn 0 O c L 0 a N 0 v d E 0 s L v c J co d r-L 0 U v c 0 UI co N i U :n i I i 0 �v a� LZ N C) KO cV a% v 0 0 Cl- CD N N n0 Q ti FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 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 p g p p BARRIER ��IIIIII TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 Cm : 30.5 Cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. '3 ,... SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND nssFane eovmeoowr WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water 2 NAIL BRAND OR EQUAL WEATHER O CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of Q PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING J BUILDING PAPER RESISITIVE Z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING SUBFLOOR / approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, (SEE DETAIL WP07) SELF -ADHERED FLASHING ° 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 HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation ! MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under ,� weather resistive barrier 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 Q 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 Scale: NTS FLANGED WINDOW � SELF -ADHERED FLASHING � 1 SELF -ADHERED FLASHING � ' EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ` �`a (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4)SEALANTJOINT wlNDowBucKTo EXTEND RELEASE PAPER To ADHESIVE AS contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK ' BOTTOMVERTICALLY FROM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings e 2) SEALANT JOINT THRESHOLD p shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z s ° WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK o SECTION -A (SEE DETAIL WP02 ) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY PER COD ATTACHED SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS 2 BEAD BRIDGING following: CLADDING AND WINDOW FRAME z SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 - 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. 2 2 SEAL TOPS OF JOISTS 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER BOTTOM NAILING - � UNDER DECKING 2 (SEE DETAIL WP07) 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the: flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under 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. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. _ 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVEAPPROVVEDDSHEATHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL HOUSEWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 , ; '� Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° 3/4" CEMENT PLASTER a 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE --- `� ° 4 2 i `1 } DOUBLE _ 4 r ° ° ° ° 4 ° 7/8° Cement Plaster "V" SEALANT SOCKET WITH I j ! I I JOIST I 44 TOOLED APPROVED SEALANT O P A SINGLE WOOD BEAM a a rr accordance with 7/8 Cement Plaster In aCC JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall 4 ° ASTMC926c in accordance with SELF -ADHERED FLASHING ° a ASTMC92 6 2 ° d ° ° d °4 Felt backed metal _ lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 .,, k. with ASTMC1063 lathe in accordance FLASHING FLASHING O 2 5 Building Paper with ASTMC1063 /' Building Paper 7/16" O.S.B. sheathing f 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING �' • FOUNDATION WEEP SCREED ✓f Metal f �,� sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER • Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - n - �� Installed As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH I STRIP OF SAF LEGEND I 1 SELF ADHERED FLASHING (SAF) - - - Maintain Stampede or similar Bottom of cauk bottom H DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK W > I BARRIER (WRB) - - - - - - I BOND BREAK WEATHER RESISTANT BARRIER- - -_ I j BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2"to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) co I PLASTER ACCESSORY '' Sheathing Installed As Per I SHEATHING, PLYWOOD, DENSGLASS : SF LATH ManUfaCt, Specs. 1'-4" PER PLAN Z I j Detail Instructions 10 1'-0" PER PLAN 2 1 I j WRAP DP WRB ONTO THEVERTICAL „ 1/2 Cementitious Refer to the number marked as O in each detail that corresponds to the I I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: I: FLANGE AS AN AIR in accordance I II BARRIER I I with ASTMC926 ®®®. All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8 CMU E --- I l I I 3-1/2" INCH FLANGE over wood 2nd mo°°• ' ®° outside corner will floor °°°°o°® 2. Install flashing and weather resistive barrier to form water shedding _�-- I I I J ° ®,® need to be miter ` °'o laps 4"OR8"CMU Q a ° �------------------- I -------------- - I� 0 ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) H _�_ Z Z 1 I STRUCTURAL FRAMING °°o®. ®°; butt joints need to ®,o ®,®°° 4. Split the release paper using the ripcord (Split release on demand, -I--; ° FILL WITH GROUT I- I g I: '' �� ° ®•®° °q ® lkd using becaue ° ° ® ° embedded in the adhesive layer) - for ease of installation and to 0- 11 Ir ra �ra ; - STRUCTURAL SHEATHING ( " Stampede or sim. minimize scoring cuts a W a- W 11 THIS GAP IS A RESULT OF \ PLASTER STOP 1' NATURAL SHRINKAGE. STRIP OF SAF Caulk for all 5. Remove all release paper per standard installation instructions and ° d °a i- '^ Cn �-- - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER /^' ---- '-'- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" U ROD & SEALANT DRIP SCREED PLASTIC i I Minimum I a SLOPED MUD BED _ ° ° ° w = LJJ ACCESSORY I BOND BREAK WRB i II 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to Q- a ° 4 Q LU U) Lu 3: I SF LATH I G I fit tight to VINYL SHOWER PAN 1---1 a A ' corner Note: 8. Mechanically fasten as necessary 1- 1 4 a ° f The building paper and metal lath must be SLOPE - ) Cement installed over the top of the weep screed. a - - �----------- __ PLASTE\R STOP J� Plaster CONTINUOUS OUS BACKER ROD oveA r a a a 4 LANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER SCALE: NOT TO SCALE �'. t- - i; � 01(V 00 c.... � ® 'sC 1 (`? s- 3 U 1J N >®.� C1, 0 > ? 0 T, N 0 N M N No '��'�591Bil1jPfe No Pr •° 7. STATE OF °°`t(Z eta 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 C. W E � a o O N J LL n�+ O O J 0 ] ,� 00 N ;t LL W 0)cn 1� I-L a -L 11 W a. a C6: C6 M LL u_ (L Lu O ? ram° �. @ 04 O K OJ W WN�pj°' a ¢ a Z N M Z 0: L O IL a Z p V U J u W ❑�❑ z N O O O z z J - - N M � zCZ CD 0 �` 4 0- w Ow g N � w U w m J E S L C) o 2 m C::,w e M o� Z L 0® E U WoCL z o a m M= O X� w0 U 0 Z oE N a-oz i ao w Z W. U o� Z Z _ U m F ° Q w ZZ O� z gOU Q OLL� a �w c� 3 ap o Q _< a °` g O > Cfl CV � � r CV co N w.n N ,-- CV U CV 00 m r CV c- O N Q Lo c4 r Ce) r E N N o Z Z E N d E U � Q JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. Mounting Brackets (10 G. +112' x 4-1 t2' x 2-12" Ts back Cross Support ( + be cut td') Sep ftllcilor 3�lTcciule 1 P2">:iia. A325''Gal (TiN Bta1 L (16 Gat1ge) #1454f0illing ,C Unit ftrtfam Edge Hurrikarte Soap' (Tytpical:3inft nt) Wasl'tel Front Cross Support Self Lockini Num, (Nl be cut to W) Left Bracket 06 Gauge) #145elf CletlilltgStY'f'hrtr BraCii Back Support Into A/C Untt Bottom Side (Typical= 3 ea(ci, side forhurr€cane use) INSTALLATION INfORMATION .�.a'cF�1r: asatatipbritk rrFalnasUmi stet. i Nide rx?i l�arta'iL�tl�'8J9r .}laact. iaas� Dpi�rLaMeq tugnwr Florida Department of Business & Professional Regulation rase i oft Building Codes: and: Standards 12MMRU21 Product Approval Application Detail 99A sltjjyr Qr pate. Cue D9e Perldlno j♦ A mil Version. Manufacturer, cumin eirgineor&ucal Validated By yalltlued: Submitted FSCAnbroval Apy_9Lr Qe Statute ARicrel 2020 :Smart vent Products Inc, Mloheel Gels Hermes P, Naera P E Locke Bowdon P:E, 12FIel2020 lvisr'2020 121 D)R,0 Aopro,.ed. Caroul Srfuplural Components ,(877)441-8368 PE7378 (334)30hl "Cadinal.. Plodacts Introduced as a ResuitoT into®amartvenCegn NewT,sen ology Ccarpdiance Method; Evaluation Report kerns Florida Reatetered Architect dra Licensed Florida Product Model. Number 1E Name Product Descdmlan C-trad E>:oreNori Date In FR.HZ Outside HYHZ - Resistant Pralml i Smartvant Modal#154P510 Dual Function Flood and Ventlatlm.Vent 12/31/2023 Yes Yes N/A .100F11M 2 Smedivent Mods#1540-511 Dual Function Flood do Ventilation Vent 1201t2ill Yes Yes NIA •1ODF100 3. SmartVad Moddi#1540;620 risulated Flood Vent` IZZ1Ct77231 Yes Yes NA •1011 ll(q 4 SrrreriVel Model:#1540,821- insulated Flood Vent 1ZnY12023.: Yes Yes NA e1W(•.100 5. 1- SnradVem Mode 1544524 1t u' GVent 1 at a Door Flood12r3, � . a�'ag -1 0 l2 23 Y s e Yes i N/A 6. 5martVent Mode11#154A5Z0 Wood Wall Insulated Flood Vent, 12J3U7 2$ YC# Yas' N!A +10W100) 7 8manven,tModer#154D.574 14,59l!Seratio Odor Fell Vent 12131/2023. Yes Yes N/A NIA Florida Department of Business & Professional Regulation page of Building Codes -and Standards - 1n IMI Product Approval Applicationt3etail SQ4Af .guilty or we 999 be, Perimmill ,Data. mm Version Manufacturer .Comae! EW&MAL&L&tM-- widened ay V aV Ildated Submitted FBC Aoorwal 8oworea ..Status. Revision 2320 Drexel Motels. Inc. Jason Shumate. Zachary R. Priest Locke Soli P.E. 08r10Q020 081Y19PX)20 Ottum a 10113tt020. Approved Category!Roofm9 '(502130.'+-1511 PE-74021 (334130P1800 - subCategory: Metal Roofing )shumeta@drexmmt:com Method Evaluatuon Report from a. iii dslanee Fl [ris Rag sterad ArehIIepl or a Licensed FLdrlde i Protasstonal Engl der ��ri'6I9.1i9'P#uil3dt§ _ L. _ Qualliv Assurarlca- Aoorovetl for Use Aoorovedfor - Use Impact Ceslg71 Seat" Protluct Mosel. Number or Name- Product Desedo lgn Contract Expiration Date In HVHZ outside Hit stem PPr dun g 1 fhexel Mete! Rearing Systems DMO 100N^si 1504is, ON10175E DMC 2001 12131 r202? Yea No N!A s0l-180 DMC5V -. Florida Department Of BUsin18SS& Prolesislonal Regulation Building Cods and Standards Product Approval Application Detail Paget as '12511 code _ ,E.,N&.. Type Version Manufacture ranacLicense Validated B VA5. C Aoa' Sffitus Revision 2020 Tharma-Tru'Corporation Steve Jaspers" Lyndon F. SdrWt Pi Ryan J.King,P.E. 0411WO21 IZ011i 0422!2021 OWDN202'1 Approved _ CAtetilaW. Exterior Doors (800)643-71isl PE-434M (813) - 767-&Suss SubCateao- Swinging Exterior Door Assemblies lospersongtheratru:cp Compliance -Method: Evaluation Reportfrom a m Florida Registered Architect ors Licensed Florida Professional Engineer -;E�#�tk46RcFfB-`F71"odttdlE a r z { Quality As9llranc"e Approved far Use Approved for Use Imbedl- D8910n S-0 PPraductModel, Num der or Name- Product Gaseriptien In HVHZ Outside HVH2 Resistant Pressure 1: a: Themala-Tru Fiber•Clasaicand Smooth -Star Nominal 68#3 i1quotingtact8quot; Opaque A213112022. No Yes Yes NIA Composia Edge fiberglass Single Door (IneY4 IOutewk'1 CCIi '2. p. Therma-Yi` rhehtlass101nd Smooth -star Nomlp g&4/39& uutl'6guiaben) 8q mpaet&quot Opaque 12131Y1,022i N6 Yes: Yee. NIA Gpmposlte: Edge Fibergldss SirRgle Door with Sidelfte(s'J,(Inswlryl0utsrnng' XO. OXor OXO cq n nf1 urairo s a. ) $. c: - be ass! ands Smooth -Star Thermal F r-G c. moot I al 8& 8 �I' a ue Nam #i39 &quot:_mp ct&goof Opaq 2 12 1 131 022 NO _. Yes Yes NIA - - - Composite Edge Fberglass DOuble Dwrvwth or - vdthputSTdelit- (Irrswing/0utsiving.3(kor OXXO configurations) 4 - r FI er-Classcand mooth: r d. Thera T u b I S Sea No at 3 t act of e m B&# $'0 &quot mp &c1u 6pagu 112111 :. No: Yea Yes WA Composite -.Edge Flbdrglaas Single Door (incwingl0utswing; Xoonngyratiod) 5 e. Thenna-Tru Ftber-Classlcand Smooth -Star Nomina188d639D $c(uotI mpact$.giiot' bpequa 1231i2e22: No Yes Yes WA Cgmr9 Edge Fiberglass Seigle Dporwfth Siddias(s) (In rningiC tionv,ng: XO,: OX or OXO configurations) rya ) 5 o' r fi Thelma-Tru:Flher-Claesl and Smooth Ste Nominal 8 xI- e, &p39'0 uo m act uat r &q p &q Or 1 M1 0 2 12. 2 2 Ni Ye' &. Yes ,..A N! I. With ComppsitaEdge Flborg ass 1'kubie floor v+th or Without Sldelitas thi ewingfOutswing= )L' : pr OXXG1 oonriguravons). 7 g. Themta Tru Fiber -Classic and Smooth -Star Nominal 6&H39,8 &quotimpaet8quot Glazed 12/312022 No Yes Yes WA Composite -Edge fitrerglass"Ssgle Door mast b :xgor,ll erahar, Nominal 8 h. Therma-Tru Fiber.0-al and Smooth -Star &k13398 &quo ]rinteaci&quot Glazed 121312022: No Yes: Yes NIA om le Door vAh "ImpFiberglass Single aglOwtsvng SidelerteE M- XO OXor OXO configurations) g: ' r-Glees ':i; Therrna Tru:'Fibe IO ar1rIS fh-Star port I $ 9t" I N na B #3 8& not m pt&`Got Gazed VI3 12 12022 No Yes: Yes NIA Composite Edge FitJsnglass Double floor vaih'or Othout SideJitse (Inswing/Oulswfng.sir QXXO -` configurations) 10 1. Therms Tlu Fiber -Classic and Snmoth-Star Norrlina188 'o &quotlmpect&quot Glazed 12131/2022 No Yas Yes NIA CompositeEdge Rberglass Single Door (InsvAng/Out&wing Xlbr"guratlal) 1i I. Tharma Tru Fiber-Classlcond Smooth -star Nominal itiw ,0 &qugtlmpapt&quot Glazed 121312022- NO. Yas: Yes NIA ComposE'dgs Fiberglass Single Door with SidelAe(5}(Insve nW.ulsvaniaXO,OXorOXO configurations) 12 I.Therms-Tru Flbar-Classic and Smooth -Star Nominal 8'0 "lmpact" Glazed 1213112022' No Yes Yos WA Composite Edge Fbergless Double Door sl of Without Sldelitas (InswinglOutswing: X1Car OXXO configumtionsl 13 in. Therrna-Tru Fiber -Classic and Smootft-Star Nominal i}$;M39$ &quntlmpact&quet dlazad Molded 1211 No Yes Yes NIA. Open Corri(wsfte Edga Flba�laala,Singia Door 1116W lglOutswing Xaanligulation) 14 h. Therrna-Teu Fiber-Clasalc and Finical -Slav Nominal6&f .i1quotllnpap*ul (glazed Molded 12111 No Yes: Yes NIA Open Composite Edge Flhergla-Single Door ywm - Glazed Molded Open Sldelite(s) (InMtrOutswing XO, Oxcr OXO configurations) 15 o Thera-Tru Fiber Ciassicand Smooth -Star Nominal e&#SR8 &quotlmpact&quot Glazed Molded 1211 No. Yes Yes NIA- . Open Carnposiie Edge:Flherglass Double Door with sir w a i t lid M Ided O S 'tee th U aX, 4 Alin IyjCl XY,tironflgutatxtnsi: lliomi 16- P. Yherrii�a-Tru fiber-Class'oand Smooth -Star I550ig,.8 -pit Ion Nominal 88{b9;8 &quoklmpact8,quot 73paque 12131121722 Na Yes Yes N111 Composite Edge fiberglass Single Door with Molded; Open $idelite(s) (Inawingfputsvdng`X0: OX or DXO configurations) 17 q. Theme-Tru Fiber-Classieand Smooth -Star Nominal a8#398 Bquotlmpaci&quot Opaque 12/312r122-: No 'Yee Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page Y oil 15/27.!1 Code -Fall or - .I101111 aj(§ Dada Penuhno Data 1Vti6. Version Ibuldactuor car -toot ordinal a ucamnse Yatldated'By I VN tletea - ,Sutimlmu PBCAmioval AppYoyea ataft'Ls Revision 2020 PGTindustrtel Jens Rose,* Mlsrri-Dede-SCCO-CER i emi-Dade BCCO, VAL 11119/2020 1012&2020 111241Z020 Approved Categi.. Estill Doors (941)480-010q - t786j3i5-2590 SubCateggry, 'Slldng Extadee Doa Assemblies )roeovkiQp�md..M..:c. ` -Compuance Method- Ger64oill Merle or Llebnp om 'Olathe Assurarl Approved Ter Use. Approved for Use Impact D-1- S-40 Prpduet Madill Number oY Noma F W,,tl3ascrlatipn Comex! Ewlftall-ores, In HVHZ oidslde FIVHI Resit il: Pressure a' 8iQ55/0{Large Hassle impact) V" sliding Glass Door (1014,2021 Yes Yes Yes N/A January 27, 2022 P D U(`;hl A P PFr VA-10, L PEC F C it l SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Cede 9E-�, please provide he information and approval numbers �n the building components listed below If they Neill be utilized on the construction project for which you are applying I& a �ateg�r�lSub��#e�eirr �anactnrer t Description Pra�tiu� ac:riptm Nu ties � Ted Plressures E;�c . Date I� '1. EXTERIOR DOORS lApproval A. SWINOING The rmaTru '' .: �. .. Fiber -Classic and Smooth Star ON4MPAC FL204 1.1 +67.0/ 7.0 f 12/ 1/2022 ThermaTru Fier -Classic and Smooth -Star (IMPACT) FL20468 + 7.01- 7.0 psi 12131/2022 Therm aTru Fiber -Classic and Sm ooth-Star (IMPACT) F L2047 + p. l-80.0 psf 1. /31 / ti22 E. SLIDING Mi Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psi' 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 pit 411412026 C. SECTIONAL 1i�lti��ne-Daltcan S 1 0 0 1. 5 87 cries SOt}0 81 0/920 #1 0 � F L8248.3 31.01 35.0 st' p 12/31 /2 23 0 Wayne -Dalton Series 8000/8100/ 00 #11 3 (16IX7j FL0248.10 +30.0/-33. pelt' 12/311/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (15X7) FL8248.11 +34.4/-38.3 psi 12/31/2023 D. METAL LOUVERED IFS Curries Division of AADG Inc 607t707f727,747,and 847 Single & Pairs of Doors FL11537.1 NIA see inst sht 12/31/2025 2. WI NC3OWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 + .tin-60.0 psi' 10/8/2023 PT Series 5500 FL239.2 N/A 7/3012025 S. HORIZONTAL SLIDER MI Windows and Coors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 + .01-50.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30120 5 D. MULLION Mi Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL2£1.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL Janes Hardie BuildingProd. Cem lank La Sidingand Hardi�ePlank La SidingFL13192.1 p P p - FL13192.2 A. SIDIN N/A 12131/2023 E. SOFFITS AlsideSolid and Vented V,inyi Soffit F Ll 5272.1 - FL15272. +75.0/-75.0 psf 12/31 i2023 Alpha, Aluminum, Inc, Solid and dented Aluminum Soffit FL16544 F5 +54.2/-54.2 ps,f 7/30i2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 E. UNDERLAYMENTS Tamko 151b Felt Underlay went FL12328 Ill 5/29/202 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge 'dents FL16918.1 - FL15918.4 NIA 9/912026 Florida Metal Products, Inc Vent ice+°10 FL21580.3 N/A 12/3'1/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97. 1-97.5 pest 12/10/2025 E. ROOFING 11LES 1i N oral Tile 'villa 900 FL7848.27 - FL7849.28 Nil 12/31/2025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 NIA 12/3112025 For METAL ROOF Drexel Metals, Inc. DMC 100HS, DMC 150SS, DMC 175Si DMC 200S DMC- 5'� F L17579.1 - 0 +0 / 18 1 2/3 1 �' 2025 .Ira iSHUTTE.RS. A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels a nized FL15076.1 - FL1 076.2 NIA 121,31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 1213112022 6. STRUCTURAL COMPONENT A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Sim on Strong -Tie see chart Se TRUSS PLATES IT f Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, inc. Truss Plates F12197.1 - FL2197.5 N/A 12131/2022 LUMBER C. ENGINEERED LUM R Weyerhaeuser Rim Bcaarr`i L1i PSL L SL FL6527.1 - FL5527.5 NIA 313112023 D. MATERIAL - Cast Crete Corp. Hi t Concrete Lintels �h Strength r FL158.1 A Ill 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 Ni 5/2&2024 Seo lF ,Produdt Model. Number or Name' 1 a. Therms -Ton Fiber-Classio and Smooth -Star 2 lei. Therma-Tru Fiber -Classic:: and Smooth -star 3 o. Therms-Tru Fiber -Classic and Smooth -Star 4 d. Therma•Tm Fiber•Classlc:and Smodih,5ter 5 a; Therma-Tru Fiber-Gla3sic:ond Smooth-Sair S f: Therms-Tru Fiber•Clatil and Smooll iar 7 g. Thefma-TrO FiberClassioand Smooth -Star 8 h. Thermal-Tru fiber-CFassicand Smooth -Star 9 i. Thermaii Riber-Chassigand Smooth-Sbi to l; 7herma-Tru f.Iber-Gtasac and Smooth -Star 11 k. Therml Fiber Classic and Smooch -Star 12 1. Thorn Tru Fiber Ciassic and Stroothi 13 M. Themia-Tru Fiber -Clair lc and Smooth -Star 14 n.Tharma-Tru Flier -Classic and Smooth -Star 18 o. Therma-Tm Ries-Classm, and Smoothil 16 p'. Therma-Tru. Finer -Classic and SmoothSter 17 q, T1,arrna-Tm Fbor Clip and SmgothStzr 18. r. Thermal-Tru. Filier-Classiq and Srraoth-Star 19 s, Therml Fdher-Classic and Smooth -Star 2D t Therm-Tru. Fiber -Classic. and Smooth 5taT 21 u.. Therms- Filter -Classic and-Smoctll-Star 22 , Thermo-Tru Fitter -Classic and Snwoti lar 23 w Thermal Fiber -Classic and 5mooth-Siar 24 x Thermal Fiber -Classic and Smooth -Star 25 k,Therme-Tru-Fiper-Ctasalc'and Smoom,3tar 26 m Themla ThI Fiber -Classic and Smooth -Star 27 za Thormtl Finw-Claseiq;and Smooth -Star 28 zb. Thera-Tru Fiber -Classic and Smooth=Star Product Description Nominal 9&#38,6 &quctlmpact&quot Opaque CompositeEdgeFiberglass Smote Dow (In'n /Outiv X configuration) ) Nominal 68,#99 8 &quatimpact&quot. Opaque Com at E li FI r f n 1eD o "h po a rip be 9 ass $I g 4 nMt ,Sidelte(s}(InswinglOubsimitr XO,0)( rOiK0 conflg Ura110nsj - Nominal 68#3Q6 aquotJmpaor&qual Opaque -Composite Edge Fiberglass Double Door with -or Quality:Assu ranee Apansvedfor Uae AoarevedforUse Impact Design. ConlractExotratlon Date In HV Outill HVHZ Resistant Pressure 12/31l2022 Yes Yes Yes WA 1,2J3112022 Yes. Yes Yea NrA 12)3112022 Yes Yes Yee WA 12131i2022 Yes Yes Yes NIA 1:2)312022 'Yes. Yes. Yes WA 12131f2M Yes Yes Yes NfA 12/30=22 Yes; Yes: Yes: NfA 12J3112022 Yas Yes Yes WA '1223112022 Yes, Yes, Yes N7A- i2V312022 Yea. Yes Yes. NIA 12f3V2022 Yes -Yes Yes N(A 1219t12022 Yes Yes Yes NIA 12f31120Z Yes Yes Yes NIA. 12I31/2022 Yes Yes Yes W -12I31/2022 Yes Yes Yes WA. 121312022 Yes Yes- Yes NfA `12131)2022 Yea Yes No WA 12131/2022 'Yes Yes: No NIA 12YJ1J2022 Yes Yes No FIIA t7J3112022 Yes Yes, No NIA 121312022 Yes Yes No NIA 121312022. Yes Yes No N/A 4213112022 Yes Yea No NIA 121'd12022 Yes Yee No WA 121312022 Yes. Yes No NIA 12(3l= Yes Yes No WA. 1213112,022 'Yes Yes No NIA: 12131/2022 Yes Yes No N/A Florida Department of Business & Professional Regulation Polls of 2 Building CodesandStandards iffi l Product Approval Application Detail 'Code Emtry or Cate- own game eendlno D92 73rE.yar¢ibn. Mamdagturer :Coldaei EnoinaW &Lldnnsa VaRaated Bb Validated Sobri FNC Anoroval Aelu led 9L4us ' n 20 Revision 20 d and Doors MI � n suns d .. Brent.&ill er La rt rig is Robe o Lomas Steven M. Unch, PE 10/06l20 ..20 1010642020 1006r2 0 02ii 1 11012. !1 2 12 S20 0 Approve Category: Exterior Door 9 (717) 361-3300 PE-62514 (717) 317.8454. Subdarnsil : Siding Exterior Door Assemblies bntingeng.Ka.com Compliance Method: Evaluation Report from a Florida Register Architect ors Used Flare P,efersional Engineer i Curafltv:Assurance. Aonreyedtor Uea Approves Tar Use. Irani Disslmn e N Protlr101Model.fUenperor Neme Product Desorlo110d Cormfir 'Fxotreflan Date.. In HVHZ -Outside HVHZ "rt Y0 1 3ERIES420-ALUMINUMSGD SERIES 420 ALUMINUM SGDDXO 1231f1D24 No Yes No N/A 145-31466quctX80&quct: NON REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420.ALUMINti OXXO.XX 1473//2024 No Yes No N/A 913&quet2l80&gvot NON-REINFORCEO. 3 .SERIES W20pAUMINUM 5GO REINFORCED SERIES 420.ALUMINUMS30 RElN1FORCEO OXO 12/31/2024 No Yes No WA. 145.3J48 ooi.x9 ud q A4a 4 SERIES420ALUMINUM SOD REINFORCED SERIES 420.ALUMINUMSGD REINFORCED OI. 12131n024 No; Yes No Ni/A- XO. XX968-quipor) :quot: 5 SERIES 420ALUMINUM SGO REINFORGEO SERIFS 420 ALUMINUM SOD REINFORCED XXX i2r31P2024 No Yea N. N/A 147&qupt:Y96&qud; - Florida Department of Business & Professlonal Regulation Page 1 &2 Building Codes and Standards 1,92021 Product Approval: Application Detail 534e Saint,w � Dist.Q9Y! - Data pandires TVee Version Manufaoturer �sg`ad Enamel&LceneValidated By a aAODMInal Appa £a_lus ReNsc 2D29 1;11ayaDaavisioM Ova'rheeo Door Qu.ilyKom1.h John E. c tas J liey P Arneson, PE. 1D922029 029220 1023220 1219 Apprtio : Corpoe 134D763.0121 PE31737 't904) 821"-S2W+ Category. Exterior Doors dkomishawayne-daltorl 9ubCategerY &e Bonet Exterior Door Assemblies or, Con@IlanewPlaMotl• Evoluetim Report upon. Floddq RegisteredArchitealora UosmeoFields un professional Engneer PL 48'-R2UhrnY&.00®` .oval Assurance Approved tar use Aoorial for use Impact. geslan, Sou# Product Model. Ntinter or: Name. Product Desiaudit Coreract Expiration Date In HVHZ outside HVHZ Realstar8 Pressure 3 8DW/51001e200.#1105 IlUi Mex.v4dlh 148ii134; Max helghl: Glazing 1213V2023 No Yes Yes +310D/-15.00 available in tap or Intermediate section. 10 8009/5100/8200#1123 16W. Max width 1441 Max height Glazing 1241111 No Yas Yes +3000633.50 avaiable In top or in1trimediate section 11 8000181D0/82D0#11 N t$$#S9 Mex,wiMh 14MS, Max height, Glazing'.: 12J312D23. No Y. Yes +3640F33:30 evallablein too or Inlemudlaie section. Florida Department of Business & Professional Regulation Pagel erl Balding Codes and Standards 1W021 Product Approval Application Detail Code Entity or Due 2111 Date real gee .IYg@ Williston .. MAmlrapturer 'cdrdad Enoineaf&License Wall good as ymiltlated submitted FBCAin-val Aoofovatl status Rewslon 2020 Carnes. Divisioncl�4pn3, Inc. Tom RadialIJLLLC Tray BishoO; P-E. 12tt012020 12/01ii= 12m/2020 Approved category: Exted. DDi 041) 494-2813 '(954)B47-0880. - aubCateg6rF. Exeeior Door Cgnpormi Fgn.r."ll-bl y.qn CgmpllalMethod: QWdaiion Mark or Living m 4 Quality Assurance Approved for Use Approved for Use Impact Design All B Pr�uct Modol Nu hx or Name Praduct Descrich- Contract Exult lam pate to HVHZ outside HSrIIZ Rekistarn Push, 1 Wi ?071 727, T47 T57 ?77, end 847 Single and Pairs of Flush. Mail and Louvered shil Pelts, ar 1211 Yes Yes Yes WA Doors hoi manal doors. Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail' FAis 1 V2 115M21 Coda Ei or. We Date pat. Pending Date I.Y.g.4 Version MenaTaet-m- pontad Enakreer&License Volidated 8V Validated Submitted FBC Aoomvat. Approved Status: Revision 2020 MI lvi doNsDi :ar as. &outst1ngo Amensan Arclrttedu en ven M. Utehi PE Stev I V1712020 11 n712010 11RYl2020 Approved Calegory: WlndeWs, 1717)a6 11. WnOwturerefi 11dtetlgn 17171317-1l SubCategor#: Single Hung bse9nger�mivrtl.dom Compliance Mothed: CerdfieAllon Mark a Listing QualRV Assurance r Uso- ApuravedfaApproved for Use mined pastor. S-0 Pledge[ Model Nuenteroe Name :Product D iseHmlon Central E%WrallanDate in HVHZ -Outside Hy Resistant Pressure - 2' -185 SH 52x72Fln/Flange Frame, IGJSG Single Hung ID109/20n Ne Yes No •SOh60. Laminated Glass - C_ N O U .� N Q 0 CU-0� U +� cn :t::: 0 N = 2 Q Ca 0 0 C� LL r• - > -� C! -i a) E 0 0 .ems 2 H Cn -0 'F� .= U W C L Q E Z Z W J N C3N LL a- f� � y Cq 0 c li r to ((��•� :Z,?. U (D y L3� ray "- i6 vl 0 0 CIO (D E W z _ / fie/ I _ C0 ^O a L O O L U IC0 m H O L L� Q W z Z Q J d SHEET NO. PA 1.0. .. 'W t A lsu i r . ., - ii F,i j Florida Npartnuent of Business & Professional Regulation Building Codes and Standards Product Approval ilkppllcatiun Detail Pages pill laW422 22.92. Wil ar Date gate,: Date Finding Dais. SW. .. Version Manufacturer Contact Fnoinaer&Licence Validated 6Y yalwsled Submitted FBC Approval Approved Wt.s Revision 2020: Thai-T. Corporation Steve Jaspersoh Lyndon F. Skil P.:E Ryan J. King..P. E. •1q/072021' :owlaF2021 f0/13u2Q21 1211.EY2021 Approved CategoryExkrior Doors (800) 643-7628 PE-43408 '(61 a)) 767-65CZ Subcategory: Sx-0rplmg Exterior Door Assemblies ejaspersonothermatru.co CCMIHIan"Allefhod Eveluat'ion Report f.r. a m Florida Registered Achill or a Licensed Florida E P6111264fi1v1i4'"FifsddCffi1. ess al ` i - . Prof Ion Eng near - - I .IZuualitvAasurznee ADDrtivadlor Use Aoorovedtor.Use Deal '$ea# Product Model, -:Number or'Name ProoductDescription Contract EUWratlan Date in HVHZ" Outside:HVHZ Resistant Pressure 1 a'.ThemhaTruFiber-OlasslaandSmetxhSta[ Nominal 7T&it38,$&qz)t;NonImVpectBgtbtOpaque IM1f2022 Composite Edge plollass, Sirl Door" No; Yes No, NiA_ 2 b. Therma.Tru.Flber-Classic: and Smooth.Star (InswnglOuiswing' X configuration) Nominal 6&p38;6&quotNan-Impact&quot Opaque I2)9112022 Composite Edga FibsrAlese Singie Dbor.YitN - No Yes No NIA,: 3 c 7darma Y"ru Filer -Classic and Smooth star Stdairte(e) (Ij Nslft glOutW'fig, )i OXnr;OXQI configurefi6his, Nominal6A>i3v;e &quoUNan-ImpadI I Opaque 12l3712022 I, berglass composite Edga Double danrultit or Nd YPs No NIA. 4 d. Themirl Fiber Ciasslc and Smooth -Star Wthout$idaYdas(Inaming(OuriciXXor10 O ocnbguraggirl 1_. Nominal 7F.9iliquotNon-Impact&quot, Opaque 12l3112022 Composite Edge Fiberglass :Single -Door . Ne: Yes No -. NJA-: S a Thermo -TN Fiber -Classic and Smooth -Star (I rlswlnWOutawrng, X Cohirguietim) Nominal 78#38 0 &quptocri-impacitil t; Opaque 12131f2032 Composite Edge Fiberglass Still Door wffh adallte(s) No Yes NO NIA 6 1. Therma-Tru Flher-Classic she SmocallStar MisvAnglOutavilim ; XC, OX or ovnfigurstions) Nominal 88tisi &quo;Non-Impact&quot. Opaque 12AS1i2022 Composite Edge Fiberglass Single -Door No Yes IW NK 7 g. Thermo-.Tru Fibw-Cissal-and Smooth -Star UnsydnniQul9wrsl Xpon iguratron) Nomirral 844i &gubkNvn-Imp idlic o77 Opaque 1213912022 Composite Edge Fibe(g(ass4in9le P06F v ith No Yes No NIA 8 h. Therma-T Rber:ClassiL:arid Smooth -star Sidelrta(s) 0nswng/OuexMiri ^XtU, OX or OXO conhgurall Nominal Hill 08quot;Nort-Impadl4quot; Opaque 12J3172022 Cornpesita Edge Fiberglass Double, Door with or. 'iOuta ' No. Yes No. NIA 9 1. Therms -Tin er C sic aa" Smooth S ar F b las d Without : idell B Ins XX:o X)[ 5 re ..win [ Q O ( g g. wnilgVrstltiriaf... i. 39.8 & ubtNen- hi a not GI" 121 1 022 Nominal 4 I . 0t&q.. azed ',: r2 Composite. Edge Fiberglas Single DaFgr hb: Yoe a.. No Nf A. 10 }Therms-Truriber-Classicaid Smodthsta( (Insmongloutswini X otniguratol Nominal'61aiD38,8&qubtNun-lmpatt&quoi;,Glaaed 12f3112022 Composite Edge -. b a sS h g .. oRl FI e I ss m rat3oorvnt p..., _.. g (Ina Sldelne "OW[suf QX No Yes No: NtA. - 11 kTherma Tru Fber-Elassic and trlltoo[h-Star Inabah -A n. XO nrOXO (a) ( g g COnfl UIatlOPS 9 ) NOm`snal 6&#398& uo Non -Ion act Glazed 1 3112022 q t P Door 21 Composda Edge Fiberglass Double Door math or ':Rio Yes No :NIA 12 LTherme-Tru' Fitter GassicandSmootl Star Without Sldeldea(InavOinglOusaii ;XXor OXXO wnitgurad'ona} Nominal 7,114i&quotlio-Impad" Glazed 1213112022 Composite Edge Fiberglass Sing le -Door No Yes No NIA 13 m.Therms-Tru Fiber-Classicand SnwothZ%, onswing/Outswins' XCorif gtus%ion) Noon'eref7&k9g;0&qu tNan-Impack&gixit Glazed 12/31/2022 Composite Edge Fiberglass Single Doors ith 05ro No Yes No .NIA 14 m Thermal Fiber-Giaaalc and Smooth-SMr siaelitisi answingl(AJtsvAng,XO, oxor confguratons) - Ndminal.6&d 9cluot;Non lmpatt8qu(X;. Glazed 12alJ2022 Composite Edge Flberglasis s rigtet0oor No Yes No NAA. 15 ;o.Therma-Tru,FberClassicandSmooth-Sur Qn"ngfOVtswhO X gxiniluratioa) Nominal 6&JR39;0&qubtNon-Impact&qucl;Glazed 12P3172022 Composite Edda FlNlnmla5s Singld Dcpr A#h - i XQ, No', Yes NO NiA.. 16 p. Therms: rru r1bar.Glassicand5rmnth-Star delitili (InsvnnW6wltsw'i6g OXor I configuretlons)_ Nominal B A D"Norl mpactaquot, Glazed 9213'112t?22 ComposIte.-Edge Fiberglass DoOble DoorWt11 or. No Yes No NW 17 q. Thermal Fiber Classic and Smooth -Slat without Sidelites tlmawlrtgtpubs g ng XXnr C5xxO bonfiguretiodq). Nornhat:BA#3a8 &qu6tNon-Inlpsot&quot, Opaque 1213112022 Composite. Edge Fiberglass Single Door with :No, Yes No NIA: is I Therma-Tru Fiber-ClaNslik d SrrbothShar- Transom (jns'AmglQuMV4% OIXConflgural Nominal 8&p8g,6&qubtNon-impeca&quay, Opaque 12131I= Fiberglass Sing le Door with Sidelilil CllXO_ NO - Yea :No NACompor,:itelEdge 19 s: Therms Tru Fier-Classioand SmoolliStar l arid Transom. (I nsvrirni70utw;ingl O10x or OJOX(2 coMlguratlons) Norill na168,WF til,Aquot,Nei In1p§et&quot'Opaque 12Y3112022 Composite Edga Fiberglass Single Door with ltnacsingloubsving, No, Yes 'No N/A.. 20 tTherme-Tru Fiber -Classic and SmootivShar sic elibsi XO; OX M QXo Conf irobua Head and Slil mMigurations) Nominal Sill0&quot rionl rtynaot&quot Opaque 12I31/2022 rle..'Doo wh ComPeelt.o Edge Fiberglass Single. <` DXO No Yes No NIA 2 - la u. Th rni Fiber' C sale and Smooth -Star Sider C savors Qulsv+i :X .OXor g/ D psi tl. . _. ng .. CondnuouS:HlBad and Sill Y"AriflgaratlpRS). o u -o Glazed 1 3112 .-_ Nominal 18&ffi 8 o. Non..-i. u .Glad 2! 022 Composite Edge Fiberglass SkigE Door with XO,•OX OXO No N Yea Yea No NJA. 22 y;Thermo-Tru F'Anen Ciasslc gndSmooth Std,rmposrtE Sldellte(s) 0nwAnglOutsWing or Continuous Head and Sill coirrhguratk i5) ge Fberg la,S SatgleD orbwlthlased 1211120,22 No Y-os No NIA; 23 w, Therma-Tru'Fiber-ciassio and Smooth -Star Sldefli Q (InstMng/Wavili ng x0, OX or XO ` Continuous: Headland Sill configuration) Nominal B&#,V,S,8quo4Non-ImpsvAgiok Opaque 1213712022 Composite Edge Fibarglasg Door Panels With Venter! No Yes No NIA 24' X Thermal Fi15eYClaill and Smooths^tar - - - Sidelrte(si(lriv'rinlilQdlswih9: (K)MO XYJ4X.' configurations)'. Nominal 8&#W,C&gt4t.,1on-lft*a6Rqupt Opaque 12/3112022 Compossta Edge Fiberglass Door Panels with Vented W, )OM No Y45 No NIA 2E y. Therma?ru Floor-Ciasele and'SmolothSYar Sidelte(s). OnsWrrglOutswng•7iX or configumtipns) Nominal B&II 9qu0t;Nan-h'lpaet&quot Glazed 17J31J2022 CDmpoll Edge FibetglinseO r Panay wit Vented it kX1CX- No Yes No NLA-. 26 _z Therms Tru Flier-Classicand Smooth -Star - - Sid ilia ) Qnsvingioutsvrehg; )Ot'vo configurations) Nominal 81iii&quoKNon IrrglaC&quot Glazed 1W1112022 Compo5lfe Edge Fiberg"Pass-f3oorPenelsivith Vented No Yes No NIA. 27 'za. Therma-Tru Filler-Clasiland -Smooth-Stier Scelra(s) 0nsNAngrouiswirl XX, Xxx or XXxx. oorrriguration l - Nominal98r#39-$ &giwtNon imisad&quot Glazed 12131/2022 Compasite Edge Fiberghses Single Doorwth,j # .0 Slclis XO. No Yes No WA 26 Yb, Thermal :Fitler-Gassit and Snlodn-SYBY (s) (InsvengUlutsveng, OX -OX,O conft ura Ions 1 g i Nominal88#95;8 &quotNSndmpact&quot Glazed 121911202 Composite Ede Fiberglanian6i Docr ith No Yes No NtA; 29 zqr Therma-Tru Fiber Classic'and 5mooth'�Star' - 3803" Sidelites(rhsYIInjill/6 wing; OXXO: wrrfiguralion) Nominal 8&#39 0 BigNon-lmpadAqugt Glazed 12131/2022 Composite Edge Flippingage single` D6or,4th•3&#38,'6 66 No; Yes No NiA' 3 0 zC. 'rm a-TruFiba- hl,and$modthaSter 7}ie M.. r C .. _.. Sidelte(s) (Gnawing/Qutewing; XOi OX or configurations) Nomirlal8&#3 ill uot;Non-Ion ad i uot:.Glued 12/31120 9. .&q. .. 22 Corn osite: a Ib ass Dcubla Door wi111 . P Ede F aril.. No Yes No .. NIA 31 ze. Tharma.TN Fiber Clamor""sand Smooth -Star 3&1r39'0'Sitlel{tes' InskAh" utsvnAn r?XXtO i 56 gi Nominal 78939,0 &quotation-Impadt8quot sera trap 12i8172022 No Yes :No N/A: Florida Department of Business & Professrone[ Regulation Building Codes and standards Product Approval Application Detail Pagel orl it512pzi Cod. EnNH or. DLe alto too, liandias gag Til Verslolt Polo iuradwria, .Contact Ewhi-aucsnss, ValWated By Validated submitted F&GAMial ADnmved staus.- Affimlatron 2020 PGTlndusWee Jana Reso•rcAl Wismi-08de 8CCD=CER Mieml-Dade6CCO-VAL 11,0512020 iiPJ5/2020 11/1112020 Approcd Caswell Windows, (941)N80-0100- (786).315.25K auhCategar914N Hung )rowsklt$pgiindusmea,c Compliance Maill Cerhecelion Me& a usting om OualNU Assure A®resod farUsa Acorov4d{or.Usm knead Ill Seo #: Product Model. Number.ilirl- Product Oa00010i t It, VH ` ;OutsideHVHt Itisafterant lopassar. Z aHa500 (Large kdssie:lmpactj-:. Vinyl Single t-fiineWlMasl 011302025: Yes 'tea' Yes fs7A Florida Department of Business & Professional Regulation Building Cades Arid Standards Product Approval Application Detail Paaei al 116=1 caa C uiC , All ,kp 91$ Dal Pandlnn. ¢!tg version 1Yits.-. Version. Manufacturer .. Centel Endlne Auvalidated W :: all ist d .:submitted :PO4 Aaron pourovsd'. Stasis.. . GT' a ": AfUtmatkn 8020 PIWas Je"s: d 'owsk ellainl-Dad 9CCO-CE Mla -Dada CCD=VAL Ii ... 0 0 11` "- -20 n Rea I e .. R m1 0 An512 2 Ln5f10 112 20' 11M ?0 rMe.: 7Wp _. 4 cateljory: ywndcniy, .. _ (941)486-0100 (786),315-25Bu subGptlliII Fixed )resouskopgandustdes:c Cen1PULnea Method,I"CChN4adeo Mark ar Usifing eon l't%g4rdtbts4 - , , .,'$ ; " O INV A aura a Apo pv,dfor Use A avedforil t7Jffi4L Pill seen Pradud Mgl er Na Prod l0gserioHon Consul miraticn Data In HVK oulsidi HVHY Resill Pressure 5 PW33201Large Mlwkil peal mot Fixedwndoie 0M3D202a, Yes Yes Yes NIA Florida Department of Business & Professional Regulation Paae1 oft Building Codes and Standards lAWZDzi ProdoctApprovatApplicalilin Detail code ErnRYer. Dal wtur Date Pending Dal TVM VoMion M,mdacturer 'contact Emiline rd License Vefidafetl % VididatQ Submitlird FeC'Aoomval Aoorowd SWUS: Novel 2g20 MI W rddws and Doors nger Bt'enttlU American Mchi(:.Uuw SiM. Lkich, PE IOMWI020 1Wa62020 10/192020 Approved Category: whdows. (7171355.3300 Manufedurer5AsscDhnion (71T)317.6454 - - - subCatearl : Hofzonnu Mder bsftlhrgar*mK,d-can Compllanpa "at Certho lion VAnc er Listing s; :. -' :y „ L _. *'15'49i R Prod cts Quality Assurance Aoorovedfor Use Approved for Use. Impact Doman Zessill Product Modl. 11-bor la, Mme. Pmtluct.Deccriotfan Caraead ExoirationDate nL HVHZ Outatle.-HVHZ. Resistant. jr ; 1 HS 188' Finland PlarroaFrame nsz62 Insulated Gloss 02/162024 t4': Yea No •55455 Florida Department of Business 81 Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel &2 l(s21j21 Code Entity or Pali 2 tg Darn Penchi t92. ZJ11 la"M M anatedWrar COMaM. Errdse tm,riLLI-. lrandalad 6a Vagtlabd Submitted FBC Aoarayal a Allil d Status ReUsk. 2020 Mt Wlndtxvs and I grant Sunger Armed- Arthilese. al Steven M. Iklch, PE 1122r2020 111.22iii - 11Qai ,Approl Category Windo'as' 4717)365-33M Mmutaell -s Association :(717)317-8454 6ilbcateggry: Pored battlrtgerramerEmm - - CungUarroe Method. Cielik¢aeon Mack w Lcdelg #tdkFe3d#iilut P"da1 I,2 I.. .. ..- 11 __ _ ..-.. '.; .., _.- - .: sea 8 Product Model, Number or Name - ml a urari[a roar-d Iry A_s A Product Desalotlon Cmttract Exalmtlon Data In llibr Use' sad for Us ADMO a HVKZ -outside HVNZ ggggrd Resistant Deae, Pressure 186 1 PuV 73e l ed- dCiie- 64A032o23 21n ate W 6 No Yes- hip. +801,60 Florida Department if Business & Professional Regulation Building Codes a rid Standards Product Approval Application Detail Pageretl IMR021 Florida Department of Business & Professional Regulation Building Codes, and Standards Product Approval Application' Detail Paget tA1 11a2azt Vail. tEnity, ar: We solo. ni Pontine Sill Cw1e :Entity ar - Us ag_a Date Psadi ' �¢ Veralon �gCs54g¢C oC Mad EnaircearB Lisense: Validated ' ' Yoga.. submitted FBC:Aoororal.. Apbruyed ¢oils.£ ,. hactill IYI#3 Y¢LilPh 49$6Y1 `aineare Llceiu4 g9Lld£t b7t Y3ll9�€tl..E}7L l :Su hil FBCArionsi Y .� "u- �g¢Ig-$Lt status Revision IWId rs nd bra Read°^ 2g30 Brei" tl- n Luis L e: �' M. E - ' (717)317.8454•P,. 1 s12020 i41a 020 612 10i1gIZ02a ' Approved •N 2ll$120 - Apo{., PGTlnduslrrt'.. Rfilrmgttgn. 7A20 e Jens RoNta r hdaet Dade 8CCD E funam0atl lICCO- AL G. R 1 e 6 V i D20 ill 1 A152 11 02 02 i1111/ 0 0 odi'd Apo[„ a, Category:Wlndowos2. (117)385--300.: PE-62514 - ;Category, WInBo vs (841) 488.0100. (786) 315 2680' aubCategory: Mulums. bsNlylgat�•mlviri. m s itcatagaty: Mulllans )rc midAVIndustifeac CAmPltance)nss d: Evaluation Repot tom a: - Compliance Method: ceflit0al Mark or usltiig an Floddii Registered ' Arai e t or. Lice sed Plorida: .ffs. n -,::. -. "„ , ,.�.,-;,af3Prddififb.,. ws ',. ,. ... .,;... :. . ,:,,, , , .. "--... ri-, deesia N En veer Pr n ,:'K,li12G .':.r ... -.. , , , .: ,,, _..- , .. ;f. _ - <"..� '. F 53:i'4,li NDtluasr "-.. -r"•< "% OualfN Assu A aVad forU a Aoor sadder Use Israel liiFLII 1 -. '' •`' - - .--" -, '-"^ `- - - - Se Product Modal. Number a8 a odud DescHotlon. Corxracf Elmlrallon Date 1 Outside HVH2 h HVHZ Resistant Slite Pressure quality Assurance Apmovinefm Us s Aayrved in, use broad pit+;_^ 1 Witons to All Doom andWindwis Aluminum. Mullions Usti Yes Yes Yes WA Soak Product Modal.. Number or Nom uct duct Dasoill 'Cenhad.Etmiratlon Prod n l Dal, HVHZ Ou1aida HVH2 lg,ws A prom. 2' 47M VerUW Aluminum Mullion 12QAD024 -:No, Yes 'Yes WA Florida Department of Business & Professional Regulation BuildingC.odes, andStandards ProtluctApprovaf Application Detail Page iof 1 1a)/2021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appit"non Detail PaPee'er2 1WBr<'Dzl 0 S44s eon -. Y � p40 -D3te Penr9rw SAS Really or, � al Data Pondlmf 20 Tvde., Version Manufaaturei -.-'... :.'. .Concoct Eneruer&Ldense Validated By .... Valdated 5unrtfiftaii :-FBC Anvrovei Aownyetl �erus a �18 �U neon Wadurer.� @ rcaie,I lijearie9+ Yalidatatl:Bv W Id'a d it �.-Bid- �i�- :.... FBCftscr l ✓BggLgi .. AbtgM vi " Revision 202d '-u -products,- James Hamta Bwkilng Inc: n W . E cttetl Dlercke V. A dra. Tarr JoU n'9aulnavd, P. ci - 2Y 4 A20 lOfi12021 1 14i2 OIIMD21 stir FBC-''lon g AlpFr '2020 Alslda Nick Yhompeon Lyndon F:.6c1,,n .E:. Ryan J: IWg, P.S. D277.5202J OM5+2021 D2,22/2a21 OM73IZ021 APPrpued Category: Panel Will (NO)545-8350 PE-Mi (352)367-2528 Category: Pan el walk- (330)fn2-2389 PE43409 (813j: 767.13555 "Category: Song: ched:dbrcksojemeshardi - - subcdegari SvfirTs nlhanpwfil.lsi_de.can Compliance Method:: ESfaluatkn Reliant tom a- ecam Complancia Method! EVe.M. RapoN,frpm2 FloridaReglsteredFrehial ova Licensed Florida - Flodda RegisteredArcfitiedwa Licensed Florida Prarenponal Engineer - - -. '.YE7g-RB.ffredueti Professional Engineer .' - :,: .. t7k13f92 products, a: .- .,..,- ,_.._. .. �rr._, _:. ._. ,o.. OuaIINA9aural ::_ ,�,- Aoarevedfortia, A .. .. Moved for Use folio 04910,. QualityAsawanee - Aoordtiedfor Us. Aap adfd.Use tURAA 22212U ,ffi.3`M_ Product Model, NUlTheror* Name . ... product 08SbbCofir flEDlraon Eire HiL- Outside AVIIZ sPressure( t$ak Product MbtN. Number 'oY.Nam Redact-0alDomCPriaEnWallyn D In HVZ OudHVL assistant Prx9ra` i Cemplil LapSiding liberc-sirtlap Siring JM12023 Yeas. Yes NIA WA 1- a bquoc,2T&quot.SaMt Vent or sold Vinyl. Wal JW12023. No Yea No NA 2 HardreRlenk Lap Siding 'filler -cement lapsidhg i21312023. Yes'. Ye,. NIA NIA 2 b&qudt'.I]labce T4Ggad'spfAt. Vent or Said Vlrryl Sorlq 12t3112Q23 I Yqa No N!A 3. c.bquo1'GrB0nb*Vhta9e 13e94e4&#3rn,$oifN; Vent or: sold Vlnyl Sent 12I312023 lJo tart No. rill d a.qud;b5$'quoli Soft Vent or,sold %AZ Sol% 12r312023 No Yak NO. NIA 5' 6. AqudrCharter Oakill $ i Vent or Sold Vinyl 8o1% l vait3osp� No, Yes. No. NJA 8 1. Bqud.'Super Span" Soil Vent or Solid Vinyl Semi 42/31720Q5:' No. Yea. No NIA Florida Department of Business & Professional Regulation B alri ngCodesaMStandards ProductApprovai Application Detail Page 1.orl 10Sri Florida Dells rtmO nt of Business & Professional Regulation Building Codes and standards Product Approval Application Detail Pege:1 oft iffiral SL (g Erdity ar 'ta Ddie Iii-dina - ,fig code ., Entkv or... l" mallsomommmm pie Oats. Naze Peridlno `•` ,rot rygg. Y6SrtBL Manutatiurer. - CoM foul -seer& License Vslf '- VaBda[ed- �5g¢miH d. F&C Aritrrmlal Aoomrad status 7' " ,yDp ygfrjg6 Manufacuref .$20tygt erldriacr8Ltceaed VINA-MadON, Validated . ub FBC A-6sal .B mom. $ky[PyP9 Sta s: �-t R aids 2a2(I Ravi TAMkO BuIldlne,Frod44is LLC e. ,.,. .-.. .. - - 1DlA4I20 a9292020 iAt192d2a . 2a Korrl EQes Roba-iNleminen John W. Knezavicri, PE ;. _ 12/1sW2020: roved- . , /Wp ,. , ....-... oInc.s � Rewsron 2 2 0 .. Architectural L.V. Th Srdl In . db Thompson hi C1U I pr1p., p ... .. Ton Christman 2ac R. PneaP Shaven M Uild1 PE y. a hart s .. 1. ..a :d 451 72 2 05i1020'la Og 2262 0 Ik �12l1.52 20 /20 Appr auad Category. Rooxn9 1417}:e2dea44. PE-55166 (II54)7726224 Motalt Co n a TAMCD' - mP hYl 1 813 3 3456 PE-7' 0 1 '7i7 -8 f ) 49 4 Z l )317 454 sundat unaade Ms. kern ages arnkb;gom 6t. Category::RODeng; tcnyegomatakaoang.com .... slice .)one Da ilahee Medloa-bualuatrpt RePaa from @ _ Subdatepory: RppBgO Accessories that sr€1aiP Registered Architect pr a L1Censed Florida - Integral Part Roofing SiFlorida Compliance d: Evalushpl Licom a: Proeaslvnal Enginee Florida. Florid. R Il,teadArchteeLicensed P sJNfB ptodd'sts. of sslpnel Near Eng , :, Ouallty Aasniranc AoprovedforUsa AoprbVaarMUsa beams._ ,, �. .... , .._". - ,- .,, -:': -_... .-.,>.. .,..., - .,,,. .,..,_ _,.,,.. ,,, ::." :., -r ., .i-:l ... r,. eY4" Product Number or Name e Ian Date.: n Outil le HVH2 Produ'ct:DeserioUdn taMrad� X fret � i HVH2-_ Pre peaktard -'�` -fie 11 Ouallty Assurallee: . ,< .. .. ,:... , Aobroveil For llsa Alsirevadfor Use am .- D0910 1 TAMKO RodUnderiaymenis(HtfF2) Roof Untletlaymentafor use In FeCFNM2 00I292023 Yes No NIA WA � ' 9Bo# Produci Motlel Number orNama Product Deacrlalmn. Cardradt Etbiraftei pale inHVH£. outside HVHP pasistHM (+ressure judsded6na: 1 TAMCO Flat Top 011-Pidge Vent .0 BaMe:tor Tile 20 I static rodva411atarvAth battle 0"20Z8. Yes Yes NIA WA 2 TAMKO Root Undonayrnents SNDN-Hvlf2) Roo(undenayrnents fa use In I gonat-HVH2 053il 3 No Yes. NIA NIA 2 TAMCO Ooowired, VaM 20 ON. OMB12M No Yes NIA +07-52a luNsdcdons; & TAMCO 01FRklga Roof Vent aAPo 9alre. 26 ga. stahe roofvendletw with integrated bait 0910E O26 Yes Yes NIA WA 4' TAMCO Round Top Off-Rkiga VentWfp Battle for TH6 20:I static roofvddfirdor With bathe OW912M Yes Yes MIA WA Florida Department of Stasirress & Professional Regulation BuildingCodes'and Standards Product Approval Application Detail Payer drr ure202 'code -Entty or III pU° Data PMdirw ,pall III Version Manufacturer CNt alit sonar e'&ucensd: Valldill1i validated Sillbani PECApbraval epp@ygtt 3Sayrss Rov ion 2020 GAF Michael 5tleh Rohertt4ieminen John W. Knezevich, PE D6/26/2620 06121JM20 IQIM020 12/I.512020 Approt'ed Cerigi Roofing, (800k7aB-,141i p5-i 5 (854)772-0224 SUhCaltegnry:-Aspheb ShIng1M.:. miAl enalau.com CDmplancs Method: Evaluation Reportfrome: Florida ReglstersdArchiteet or a LlcsnsedFlDdda Professional Engineer - 3. -._, _.. ,_ _. _ .. . , QuilitB Assurance ,, ,,_, Removed for Llae proved for User A tat Deslnn Yfg.� - -Product ModeLNnmberdr Name Rvducl Description Cotnrad tlon Explre Date. lal L'ulsideHVH2: Resistant rP admire. esi 1 GAFAsphelt Rool Shligles FIbergesa mteforced 3-Ian, leNnated, S-tan and 12MSGOZZ No Yez MIA -WA hIpMidga asphalt shingles Florida Department of Business &Professional Regulation Build! rig Codes and Standards Product Approval Application Data 11 I oft 1/8=1 tom' BattyM . to 2M Data pindlrha Dote a'yereioll: aianuradturer TY2 cmlreat : 6retnaar&lleivars valid tad ._ a ay. Valid red submitted �_ Ill AoprtiVet roved of _ Approved atus: Re;neidn '200 Florida ate/ Productslim 2 0 A M er J P S. ve'M.Ufloh. E Clark n. James Bubkee "E - Stow o n P 27202a 5I2 2a 0- A 520 D ' ' a o 1 tt1 20 Bf p 12/1 2 20 -roved category: Roging ,(804) 783.8400 GBUCK Englneark+9 1717) 31'+^8454 " tlubcal-al RW4ng Accessorins thatare,a_n. 'ciar Wilimc.:com PE.31242 Jnhi l Portorhtia R.cargoilims ri Complisnca Mialod Evalualncn. Repot frdma Flodda Ri,g IeteredArcntectora: Loensed Florida Prdesslonel En n ear g( `Iona, :.La.+fi`-ez Pr P ddu Ass Ckrdltu urarlee. Awra ven for Use Awroll for Use t peekin mlmet De ion Sea'k Product Modal: Number or Name: Product Doscrfot'Ion j.'ofaract'Emirallorr Oala to HVHZ Dutsrda HVHZ ReAlatent Pressure. 3 3-FLAMIitclaot:RVfo Rldge•VeBBquet: Aluminum Rog, Vents far letehed rooIS febricAted 12f312024 No Yea No NIA - from 0.425' Aluminum Florida Department of Business 8 Professional Regulation Paoli of, Florida Departmend ofBuslrloss & Professional Regulation Paget as Florida Department of Business & Professional Regulation Page i on Florida Department of Business & Professional Regulation page 1 of 1 des an Building Cod Standards WM21 BuildingCodesand Standards = 117= Building Godesand Standards i126rz022 Building Codes and Standards 142512d22. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application. Detail Etft Ut .fit@.... _ _ we Data Pandlno PA.- QOQ Entity data ga-t Oat, F ndlnu All Coda: Ent ar. Date Date- Date-.Pendina' Data Code, _ Eiflity Or D� 1>At£. _Date Pending Daft Txaikleer8 udartsa vaaddeday " ' vagtlatod. aaxMuaa FeC Apobyal AvvroYed >gazars_ Yecslon ganuiacWre Conrad Enainea8 UCtnee Validated Bv. validated -3,11b 1i PSCAelimvad Aom wd get- T'p Va iio- Manufactures _ Contact Enaineer&Iscill Vatkww 6v lid "- S FBC Approval Va a oft Submitted _ r Approved -- 's SiflW - i" Manufacturer ZYBS YS�gil ... __. Enaineer&:License'. Validated l3V YpuL9Pt€.$ Submitted FHCAoproval tl $BP.r2�IUi - St PE Ie1bY JamesL Buelmu, P.E. even M. U11gh, 123I202 1 0 112372020- 1 0 1 f2e2 p & FBC' ding APpn -- Revision e 1 R ofn 2020 era a p o. Evaluadon G VY. walker Mdarson Rabin MNd Undoes. aY g3120 +i - 20 41A]212020 - 1 1A612020 - ' 8 Approve. -- Revision 21120, Global Proteotion Products. LLC. _. Tim Rotynspn Walter -RutJr.,E. Joh ..Kne ch' PE A JW zest , e10812D20 09/1)812020, 1970 I20 0 1 - 020. 15 20. 12! f20 A p P roved Revision 020 I American errand Glass err - 2 AI A n Shut Mike Serbian - k L. Berman: - Pi ro Fran do T B , RE Y lahvp 1 /202 1. 5i 0/28 0 O!1 l2i120 11/05I2020 - 2 12115I20 0 Apo roved 3-6153 PE-31242 (71.7)317-8454 - - - Q.4pory: Nei 1801)380-8091 SarAm LLC: (205).854-0160 - -- Category: Shutters ((a,54"Ill 7545 PE-441$7 (954)772-8224 - Category: shakers (561)712-9882 PE-W46W (D54)g470880 hxnanw:can auncwgary: Roahlg nks - RoDIBAnderson�bcral.op - subcatepdry Storm Pamela tiro robmspn@nppontcom - Subcategory, Sb . Panels: mikeb@allamerkanshutte C.ompli Method: Evaluation,e Report frame m Compliance Method; Evaluatrpn Report from -a Compliance Method Evaluation Report -frames: rao l- Product Evaluation Entity Florid pad Arphdeatora Li et Registe sensed Florida Florida Registered Architect or a Licensed Florida _ Professional I engineer g Pmfeasialal En sneer g :. fie I 1-11,„: .tm-dSr."-.. .: ...... �, + :-. .. , : - .. .._ , ,, ; ., .;.., --, _ -:_., ._,,.E, :. ,,. ,, ,� , , .. ; .w .. ,,, _ - r �T'&R&•PYndDCtS,..: :"s .. u,:': '.', Sri - : , ., - ,, ,. ,; ., ,, ... ;- - 'FL-'16t7t �..R3 Pfbduc(e - I 11 .+:. '.:. .. :z -.1. ,. , , ;.; , .T-: _..; ,., ., , ,.; ,:.., .,.., . - ......... ...... r ce ritlaikY ABB en e_ Aonrevad far.Ulre Apnroyed for Use walbla R J,r1 .. .-.,:. ,. ;:.,., „ .,, ,_..., - ::. „< , „ .- a , ^ .: ,� -°, ,•- ._. ,a -x ,��-1 , , : 3kgJf ProductM d 1 Nrmbarw Nama lmi ii compact Exmrauon Data,. Produ�tD sap n in HVH : OidMH, HVNZ: 13talktgut Pt e _-t_sis_ Qualiri Assurance A ooravcd for Ilse Aonrbved far Wsa a 1m9.S6 845186 Qaallty Assu rants Aaoraved for Use Aao roved for Uae. f 1B-itBfi, Besign tv'AseurMrca o forU a Approved for Use or tl S 1111baM s n 1➢ a a :C u f SI e' at E I' sex n She". Ski o n at Old n sh Y N vP gr Flat le -Da C- 12 1l202 a Fl ran over, O !3 No Yes hu A NI.A Se 4f Product Model, Number or Name Prod udt Description CantfaC Iradon:Date in:HV `Dutsid VH2 Pt t EXp a H_ Resistant P data. S `duds gdelNu loan arNa a ;i Pro M m m ate__ oft Description a tl to in Product Contract Expiration Da V OUfsfde HVHi .�H� Realatent Pressure Let Bess i ll n C 4gad licalitallionDals, In H_VW Outside HVKL Resistant preszureas Thatch amp, Impact r ` No NIA 1 20 Gage Galvanized Steel Strm Panels,M147 Corrugated GaNanaed 8beel Storm Panels retained 12/3192022 Yes Y@a s NIA 1, 24ga Galvamoted SteelStorm Panels 24ga Galvanized Steel Storm Panels 12191 /2022 Yes: Yes Yes N/A Profile, PoNprop Iene:Pfeaho Rvdl.Vont. 1T/1EV2025 Y No Yes No +g7:61--.57.5: 1r Sareny son -Sfafe. Shake4amp; Split Shalre Flat Profit -Stockton CA 121312020 Yea MIA - or not, tracks to provide hurrrcart@:pro[edtl¢n.. tsnically iN(aohad ilc F?fyudod faack;: 1s: ,Saxon $00 Slate, Shake Biam t-Shake ?' p'�! Flat Prone -Rialto CA 12131/2020 _, Np: Yes MIA -NiA 2 24 Gage Galvanized Steel Storm PanelsMHVHZ Corrugated Galvanized Steel retained 12131 12022 No Yes Yes N1A Yea A 18 'Barony TAO -Shake Sleta&unp'Spht.Shake''- Flat Profile-Sfackion CA 12131 h020 No a NIA NI hurrearseprobe orno6'6y trackstoprpvidehur[icar°rtkproteetlom frocks 20 77 28 S vrcy ri shake, Slate Bemp"Split: Shake:: T.I. Espana 4 a.roridna Will Flat Profile- RIM.' CA 10312020 High Prokb-Katy TX 12i31/2020. Loan Profile-Ktty'. TK 121312020. NP: No No Yea Y.0 Yes' MIA NIA NIA' 'NiA :NIA I Florida Department of Business &.Professional Regulation Pagel wi Florida Department of Business &.Professional Regulation Pei or1 Florida Department of Business & Professional Regulation Pala 1 a2 Suiding Codes aid Standards im-'WI Building Codes and Standards in2ar; Building Codes and Standards 1w 1 Product Approval Application Detail Product Approval Application Dallas 11 _ Product Approval Application Detail om �� EmltY or. _ -Gall. die 156 Fendth'u " sm Code �iltr_r � Pete can, Pending .flats £pt4 Erw1v or_ Pori Del � idlhh P3It ^ 7)Id@. Varwon ManuredUrar Canlael., EnoWeard Lieertee Yalldatad&r ' � "'' Validated submitted FBC Apnrayel AooroVetl "" �St2tus: `�� 1/al'clun Manuraetury .. "'": �gDigg( Enalnaer&License. Yelidel4tl: av i "e 5upm-eel uar data � Fac:Anamyal _ ,$gg,[pygq status S Vd"" T�ipg pales M anufaciwrm''. `see&lcens: Contact' En�in e. 1jg(;�y, Vold I died' isa' Suhm d FBC A'd' 1 nmVa r "d $ og awe taus' Sys_ ROVislon 2020 Alplit@.. '.is Stuad t,b 4ls IOC EVfliuIItlgn Service. LLC ;Wiliam M. Ranier{:: PE 10131f20Z0 1p22+2030 i1N5+2p20 111t)5I2020 Approved Revile. ' 2 20 I C s G Revs. ion 0 CommNo ql enprda ProducS..ln Recentb s 'Samuel A, OreenCe John H III rg. Hoy 1 1: O20 1Wi 20 2i eft 820 ,. - - '122 02A 52 tan FBC -n. g _ NPP Revision 2020 1 c, Mffok n '- Erin Wal. en Evalu t ea tC C v'I e ,d. ICG Evaluation 1pn bGat>'1 ,L CE auaUpn 9.,NCa, 08I IM21 0911OM21 08/12/2021 Approved roved .... 'Care .9audur IC Components gory 2 anpon s" - ... 3171tl3377- 407 ae11017 c 2 i ) 1 - - . as Category: bubo , Cat structured souls 9.3707 E 245 352 '588.93 b13 65 R -34 ( J. 11 ( ). c .: structural a S Mgr xNri :anerus at gory p .. 52 8 68635 L t9 & LC. ) S,Ubcategory: Truss Plates slnvls®,eipNiegrr.com ffiubCaregory: Poduds lnhoduCod Ss:a Result of pracastgetvrp'jyahov:cvm subCdegdry'Truss pietas mnaltlanaMicotn ;2a51599•F7800. compliance Method: Evelustlor Repon from a New Technology Compltarl Method: EVelt atlm Repot from si Product Evaluaaoh En* " Co thrice Method( EVaI adpl Re dfroma mil 4 Pp Product"Evaluation Entity - Pladda Re isle Arch tedwa Licensed F onda g red '' s`ffia.R7ri'oad'cts tit( ,.:; „ I. ., - - ,:I :: .. , - ` _._ ,. _. Prdesslonrd En near _ s ;RflPrnaaoLs'11 .• --•. _ Y - ., ,.. a -: ,. - ;" flualily Assurance. A�ared farU Aoprrrved fe Use - n -,. .: '.•,":1 '::;` `;_ . ltldh'tr4tr6'Rdducts' :'. -- .. 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Outside HVNZ Rea I s...e ressi Pressure 1 BCG 'e.W fie late E,e '-S nVd n r M .. m ) IAid g Strength P, 273 202 el Connector Plate 1 1 d Mal Cq Y� Yes MIA WA , S # Radtxt Model Numberar Name Dual Inv AssutmiR Product DesMotlon CoNed Exolrallan Date e HVHZ ht Out Nde HYHZ e !; iHtettt P t M113fui 5 a estrength-truss le 2 1 . high coniieMor Plate 17131I20 2 g ap Yes Ye a N JA W A 2 ITY✓BCGIAIpine Fknge Plata-� 2i31 02 Motel Came:dw Plate 1 20d Yes Yes NA, WA _ ..R^wGlrs 2 M189HB 18.9a aiprY high strength truss Connell plate 12l312(Y22 Yes Yes MIA WA 3 n-Vd SCGINpIne Trukti Metal Connector Plate 127312di24 Yes Yes WA NY, 1 fArairy PrecastoCppmardai ConcrMeProduMs Precast and Preshessad0anerete Lintels. 05252024 hJa Yes MIA WA 3 MI is 18ga truss corinporplate 1V31(2022 Yes- Yes NIA WA 4 rrw BCGIAJ060 Steve Metal Connector Plate 12131r2024 Yes Yes NIA WA 4 Will 18 ga: high strength- truss connedar plate 1221,2022 Yes: Yes MIA .NIA - 5 MT20HS 20 oft, high strength truss ourneda..plate Q231Q022 Yes Yes. NIA NIA 6 TL18. MT18 18 P. tmss cenrisi plates 121312022 Yes: Yes NIA NIA . TL20. KT20 20 ga, truss conhectorplates 12t312022 Yes. Yes. NIA WA Florida Department of Business &:Professional Regulation Wilding Codes and Standards Prod UIOApproval:Application Detail page 1 al _11i Florida. Department of Business & Professional Regulation Building Codes And Standards, Product Approval Application Detail Pagel e[3' VAJ2071 QIIA Ensta,gr I. Dal Dab Pendno 20 Code Er;flM 096 Date Datapal291 ZM Version MarulfacWrm' Colital Eirohieer Ill Llcianes Validated By Vallldgted submitted FBC Approval Aponow Status Type:yersle Menidaaurer Cooled Enalseer&Ucdrse Valltrated By Validated SUbrtrlteld PSC Approval Above ved a$�t Revlrbn 2020 CAST-CRETEUSA,LLC 0rAlg Parr Miarrd-Dade BCBO-CER Miami -Lade 8000-VAL 1120f2020 lof271,2020: - 11,772020 Approved Affirmation 2020 FUpha.Aluftinumill Jose. St. Luis R.Lamaa sal all Udeh. PE 11f1fJ2020 1111aim20. 1112a202t1 AP.lNN-d. Calegery: Structural Coraponeets (8131621-4641 (788)315-2590 - Category: Panel W4113:. 1407J:509-200B PE 62514'. (717),3,Wws464 subcategory:lPrei lrA pducad ell Result of open- no@castvate.com SuhCatelorv: Sallits alphealurninumincLoyaho:. New Technology Compliance Method; Evaluation Report from a. -octal Compliance Method: Conifical Mark or Listing Floyd. Reglit eredArchhot or a,Licansed Florida- ^ ' ' e i6&illa^PYoauCfa " r :: Professional Engineer '. OusUty Assurance Aoomved'1hr LLse Jrdbrgvatl Por Use Imeast.. PJiaJBB' ;,.�.r� . , 8 J.. h {:: 3 v'2 ?v `VS44 $3' S `i '. k", t ffi .Wt S-q uk r..Y "h :, t :; r •:;. r r"3 T r :, d �" 'w { I e n s,T s t T s,f'r• "t r♦sr hf g r `� 3�r_.6 ', ;gy@' 'hroducf Moidel.,NumherarNeiis .,.:, -^ , PtoducfbBBMipaon. Data }li,}lyj2 Srilslde HVHE' Rasisfairf Pr urT xr+k :8 r .�,e. w�,.W,; , ,... ..,:... ., :,.:.r..,,,., ...# - r"'. ,:. ..,..,' .... ... .. ..:._'S.. ,_.,. ,.. ,<: ,..,.. sa,w�,.. .. �'.., " ` ".�"'��"`!. my .5.. ,.,. Y, H,,..,AH ii. .,d,r,a, ,.. r "' ," _'rr „.,`•,r x.«...., 1 High Strength Concrete Lintels :CMUrabYExplratlan 4, 8, e.:and 12Inch wide fluters 05212022 :Yes •Yes NJA NIA r Ploducl Model. Number or. Name: cal Aseuranoa Product. a-nictlen (drapes! Exdration Dale :Aeorovedforkii Aaoroallisi Use 1pigid In RVHZ outside Resisters pesm Pressure. I ,Alpha Aluminum Sdid,&at,WYon(aq'Alummirm,,.bmu CMU & Wood. Alph6 Aluminimi&arniVaried Aluminum 0713012023 al CMU &asp:, wood He .Yea No N/A . Florida DepadmaI of Business & Professional Regulation Build rig Codes 'aild Standards Product Approval Application Data 11 Paged M7 Sri4121021 fJy2t@ ei;uri a' ,fig Dal Data pao ilim pile om 10 �. Manubeturar -:canted. ' EFMinear& License Vandclad: air Validated rl n 'd FBC Accra "t @LrL 'o 4a�39t &S2L-£ Rai 2020 Wa maeuser Y e R B Ici In IOC Evaluation SarNoe LLC tan Lehrer P E d) a A4a MOZI II3M20 02l0312021 rove Approved c a at : 9truMural?; one s gory pup n t z5a 924.647e hoe eaa3286 t t ) ? aubdatepogr.,Enginegred LUn^ber Robes Beldvrin:euveyerne Compliance Method- Evaluation Rappstfroma: ernecc- Prcii Ealuation Entl 7-R1d'<Pfoduos ... - - . " •,- , - _ - - - . .. DualltU AssurMtro A®rovnd (ar Ilse. AporrNetl for Use.: 1 1�i J seat Product Modell Number or Name Product DescHotion Compact 6tolratlon Late I6I6 HVIM Outsids, M Ni Resistant pressure i Witrolam LVL Laminated Veneer Lumber 0 02 31312 3 No Yea MIA WA 2 Parallen PSL lessor Strand Lumber Q23 03/312 Fk Yes NI A W A 3 TlmherShand LSL L,mhtatled Strand Lumber 0313112023 tip Yea NIA WA 4 TJ Wm Soard smotuml Composite Lumbera Orlontedsmand 03r3112a23. No Yes NIA WA board Far, Ell - - 5 Weyerhaeuser Rkn9oard Oriented. Strand Beard Rim Board DSt3112023. No Yes NIA NIA t^^``0 ^W W = U^ ) ^ _ i (D � Q �- O = .- C . - U -0 ^W a --a Q- to Ili' W a)-0 5 CU U O M 'I .= -0 O L O W •I 1E Q - ^D F �.r.� \ V -0 L2 .- ..F/�e v! i..i. Q "clllllij I? - 0 c� ) N 00 Q^cl 1/ O CL LI -0 =) Q w .\l \2 -C.)(U rt-e G) n _ _ r- W Q N 3: iiiii ^' r-� W .0 a, a) sy 5 - I U n/ W 41. a /�,- LL. -' ii !i:Z L , U +� 5E0w (n L. (1) E =:) R 0 Z cn M IM O L_ CL CL a< illississa U O <t S_ 0- Wn, U M m =:3 Q 0 � O CIO W C 2 ^C^' W z «rJ Z Q J E2 SHEET NO. PA 1.1 Cn -00 > 2 Simpson Strong -Tie 2020 FBC Approved Products loilboated 12,5,KWO, WRIMM" M Simpson Stroqg-Tie 2020 FBC Approved Products Updated I M04920 ESM Simpson Strong-Tiia2O2O FBC Approved Products Upest 0 d 1 WO;2Q20 Simpson Stroirig-Tie, 20201 FBC Approved Products Updated 1,2130f2020 (D C)- 0 Fordimclhn For (3) Olre,�t Inks to.Aflf ��T A rov is listed I:�O For diredt In" to'ol SST 40proyss listrec! bac� C UQ K HER Fair direii! lin ks to 01 S&T sIVrov als listed bbloyq, C LI Q K HER op " a low, CLICK HERg C Co -0 For additiorsf Information iegLrd!rg Florida's &k1e*Ida Product ApEroval O�am end mami-Darle County Notice o`,0acepl:anca41r1QA), &MM MIM s=1 For additional Information regarding FlorldWS StktewHo, Froouct!kp�raval ide Product?0p K HERE. For additlonal information regarding Florida's agiewid.ProcPjcl�Approvgl,5ystem and Mlami-Dade County flatk6 of A=Optanco S -Dade, County KqtlqO of AccOptance,.(NDA), g_LLCE_t"R For IdditionRl informi'llon regarding FlardaLs StaleW , loval Zystom arid MiamikDade County Notice or Aroelptarice rt.10A)� a& (140A) yalem and Maft _p (3) FL#iO446- FL*110466-115 I I HJ!!�,,HU so shaqgers Fate-frount hangers available in w1olft-ranalng from 1-51,87 to 3- 00 Bile" Arid heii6hits,ranglhg; from 4�5i4'llic I 1�',Ccmcealed flange (3) Sea# Product Model- Number or Name Produot QwclJWk= Sao # Product Model, Number or Na Product Descrintlon Product Model. Number or Name Product D=deg= version (H USC) available for models havirigvvidth equal to or I Titan StainlessSlisel Concrete & Miasonry.Sqrerw (17N-SS) 114" diameter Titan stainless steel masurcry screw, 1 A21, A2$, A33, A$4, A35I A44 Angles I I5T,,BTB, 5TH graoterthan 5 Brick Ties ,2 APA21,ARA4. A I PA6, APV0i,,0vA4,, ARvAs '04idoorAccents Angles 2 CM$Ti�, CM§T1 ii; CM§ftl a Coiled Straps 12 IUS series, hangers Face -mount hangers avallable in widths ranging from 1-718" to 5� 0 6_ C -0 3: 3 APS44, APB44[k APV[366, APS66R, APM8,L APW8R, APS1 01 d, APB1 010R. APV844� bwtdoor Accents Post Bases C8�11 4, CS! 6, OPIe� C.P2Q, C 822 Coiled Straps 5181'and-libights ranging from 9.114"Lto le�, C) U_ FL#Mitm]R APVB4.4R, APVB68, APVSQ61R_AP�1389, APVB88R, APV81010, APVB1010,R 4 tSH01 8, CPHP20 Coiled Straps i3 LGU3_25-SDS, LGIJ3,88-SDS, 1-GU525-SD8 Face,mount hangers ICU C= ICU 4 APDJT2-A '2R P D b�tdoor Accents Deck J61stlias (:) �, XPDJT2R--4; AFIJJT2-5, APDJT -6, APVDjt2-4, A VDJT�1174j APV JT2 5 OTS218 ComprevviomIrTensron.8"lo 14 LU24, LU26, LU�8, LU210 Farce-mounthanigiert, 0 > JW Praducf.Model, Nuniber-gjr Narme Praduct beectititilon APVQJT2R4_, e Dspij SSP, TSP Stud to Plate Via 15, LUC26Zj LUt:21-0Z Fare-mounthangers Cn _0 E a) "0 I SDI al 1 20BB Cutdoor Accents CormectorL Screw 6L APIHH4$, APHH4OR, APHI-1610, APHH61OR' Accents Heavy Hangar 7 HI, H10A, H1,5A, H?i H5, H7Z, Hie, H165i HIO-2, H16-28 HurricanaTtes 16 LUS series hangers Face;mount hangers avaiAble in widths ranging train 1-9116" W 4- a) " _116-o CDL ,2, $D9I ZSD1 0212 Strong -Drive SID Can nectair Screw, e� APL4, APU6-APT4, APTS� APVL4o APVL6j APVT4,.APVTB OutdoorAocents L and T geam-to-Cblurnn Ties, 6 HGT-2, HGT-,S,, HOT-4, HeaviGirderTiedown 5f8" and heights ranging front Vto 10-15116% C/) Cn .0 Co SDO1,1,2SS -45M12PP, Strong-DrIV4 SID Connector SSL $Cfi'-W 7 APLH24. APLH24R APLH28,.APLH26R, APLH2-10; APLH21'OR. Haingos 9, H824 Hurricane Tie: 17 MGV5.25-$DS, MOU5.50-SI)$, MGU6.62-SQS.MGU7,00-SDS Face -mount hangers -0--o 4 SDCF22,434, SE)CF72612, SDCF226I4i:S0CF22700. SDCF2285a,,�SDCF221014� Stro*DriVe SDCP Timbor-CIF Screw 8 BVLZ Brick Veneer LedgerConnottor 10 HSS2-SDSI 5.,HS$2*�SIDS�. HSS2-"DS3.,- H884-SOS3 Heavy Stud Shoo. -mount hangers available in widthk raNcingfrom 1-9116" to C= U) < 18 Ulu. series hangers Face SPOF221134, SOCF2213134, SDCF27195$, SQCF�72��OL QBT2Z; CRT4Z Concealed asromTlbs 11 HST2. HST�.. HST5: HSTO Straight Straps lffi and heights ranging from 6-15116" to 19-1/2". 4, $DQP22434 13DOP2,2512 SOCIP22614, SDCP22700�'$LDr�LP22858,,,SDCP2291-2. Strong-DrivoSDC Tmber-�CPPcraw 10 CJT3Z,LCLrr4Z'CJT5Z, CJT6Z SDOP � '166" P Co6cealied JoistTlas 12 HTS16.HT82D.HT,924,HTS28,,HTS;aQ�HT$� Heavy Twist Strap 19 MUS2& MUS28 FAce�rholurl hahIj'pirs P66P L I' 221 221 11 DJT1 4 Dieck JoisitTle- 13 HTSW61KTZ; HTqQ2pKTZ 20 SUR, SVL� SURC, $ULQ series hangers Skewed face-irriounthangersovailab a in Woths,ranging'from I- HesvyTviistShap e $DHR2740,0, SDHR27614. SDHR31400, SDHR�1614 Strong -Drive SOH R Cqnl Screw 12 D$ Dry Wall Stop 14 LFTA Light Floor Tie Anchor 3416" and heights ranging from 51118" to 15-3/4", 7 PDS25112. SIDS25134, �1 2,1 SIDS OQ, SDS25312, SDS2541'2; StrDnQ-DriveSDS Relvy-Duty Connector Screw 13 FC Framing Clips 15 LPTAR, LSTAI2, I-STA15, LSTA1 6, LSTA211 LSTA24, LSTA30, LL T Concealed flange versiton (SURC, SULC) available -for all doubts 4�,FqS 5 A�s Straps 14 FWANZ Fou ndatlon Wall Angles 10 ILST149, LkI7,3 Straight Straps 2X%t*4X, so a concealed a SPS25112SS, S0825200SP; 8.1[]I�5252,12SP, SDS2,5300SS:�,SDS2�63128S ftpq-DF!ve$DS-Re�vy-D��yPE;hnL�ctorSs Screw 15 CAI QA2 rusaetAngles 11T LT1320, LT1340 Bridging: 21 U series hangers Rkre-moupt hLarigarsavLaiable in widifisLirarging,from 1-911&to SD.W.F2716, SDW1`27�0, sbwF27,24 sDWF2726, SOWF2730 S1rohg.DriVaSDWF Floor4o-Floor Screw 16 H_?�� _H2ZT1 H8. H 1 0A.2, HI,GS, H 14, HGA1 0 HurrioarraTies I B LTS12, LTS,116. LTS18, LTS20 QghtTvvistStrap 6'and hoighisranging from 2-5/8"to 11-1/4"L IT HCJTz Heavy Concealed Joist Tie Ig ivk:IT Medium G-Jordet Tiedown L Mt;TJ1. M§T48. MPTOO.� M§T7,2 IS HH4, HH6 Header Hangers �Q :§trelOt Straps STA24, MS_fk3i�IL M FL#ID607-016 Ig, kBSIz 1(hea-Brace Stabilizer �1 MSTA91 MSTAf�, M8TA15� iv[STAAS, USTA21, M StM6 M,5TA49: Straight Straps FL#t0647-R6 �O LW, L50, L70, LO Angtes MPTG�$I,M$TC40� M8fC!52,. MSTC66, MSTC7O Straight Straps §.&,J Produdliillwdel, NumberiarNarne Prod uot Description 21 LCIE4 Post cap Mec;46B5, MSTbB6B5 Pa-4.nt Straps Sea S Product Wdel. Nutnbero�Name Product Oesolligim I ATRW8, ATR�i2,,ATRE/8,ATR34 Threaded Rods 22 Skovoale An ges 24 ]VItTI28,MST136, M8TI48, MSTIO0, MSTi72 Ki Strap$ I SA stem harg I ers Too flarq,!e harrigiersavalloble in widths Tanp,ing from 1 9116" to 71 2' ATUD51 ATUD8�4 ATUbb, A-rubg.2, ATUD9-3, ATUDI 4, ATUID14-2 Aluminum Take -Up Device 23 LWZ Adjustable Stair Stringer Connector 25 MTS12, M7916, MTS;18, MTS20, MTS24C, IvITS30" MT9300 Medium TwisitStrap Iff" and helghti ranging fFom7-VV`to�T. �.3 BP.318-,�, BPI 12, BP 1/2-3, BP %-2, BP518-3� BP�m, BM/4-3, BPRTUL)34 Bearing Platis 24 LS,$J26LZ, L$SJ26RZ, LSSJ2%2, LSSJ28RZ, LSSJ21JDLZ, LSSJ210RZ Field Adji.lttable Jack Hanger 26 NCAW 0-112� NCA2%12-12�, N=X8-16, NCA2xio-la, NCA2x12-1e. Bridglig, 2 DGBF series hangers Top flange hangers avallable,in Wdths ranging from 3-518!'tc,rT 4, CNW3;,6-. QNWI-12; CNVV�18, CNWV4, CNW51,8-I4,ZNW5Y,4-518 CouplerNuts 25 LSSRIAI� LSSRZI. LSSR2.37, USS172,58. LSSR2-tD-2. LSSR4110 Field;Adjusitable Slop6jiblefSkowable Hanger 27 RCW[312� RtWB14 VqAII Blaciftg 118" arld'heights tan gingfram 9-114" to 24", & CTUD155, CTUD05, CTU.D.66,CT.0D75,L CTUQ?6;'QT'UD77, CTUID671 CTUD88,LCTUD97; Coupling T6ka-Upr Device, 26 LTP4i.LTP5 Tie Plate$. 28 OPSIS, RPS22� RPS28 Repair Plate Strap DGIF Series hangers Tv flange hangers�avalailble,ihwklths reifiging from 15-1 12'to 3- CTUDga, CTUD99 27 ML237, ML24Z, M1_26Z, ML28Z. ML21OZ Angles 29 RSP4 Staid to Plate Connector WS" and heights ranging from 7-14'10 24". e N3, W,,Ki NO Heavy Hai Nuts 215 MMH8 Ro0fTi6-DqWh 30 PPI r SP2. $P4; $P6, SPU PrNd, Plate Tie 4 DGHF.sanes hangers Too flangvhahgarsavallable-in Widths ranging torn 1 -a4! to 3- 7 RTLD,3, RTUD�313, RTUD4, RTUQ4B, RTUD§, RTUD6,RTUD7, RTUD8 R411cheting T*L-Up:DevicO. 2.9 MMHQ Hirloo RpolfCPinneolor 31 SPH4, SPH(O, SPH16, Heavy Stud Plate Tie 518" and heights ranging from 9-11W� fo�2,V:, 8 TUM TUDIC TAke7UP Device $0 MMLQ26, MMLVX42, MMLU26, MMLU28-2. MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hanqers� 32 PSI �5. SS2.5_SS3_8S4.5 Stud Sh do, 5 EG,5, EG7, EGO serieshangere T,�pflaligehAii0ts,aqailabloin,�,Adths�riin Ing from S-IM!'to a- ,9� TUW3§ Take -Up Washer 31 RBC�RBCP Roof Boundary Clips 33 ST9, STI,2, STI& ST122, ST292, ST2122,$T21151, ST,2215, ST62115, 8,T5224, STO12W Straight Straps 7/8"and heighis,ra no Ing frum 11 to 32-11Y7. 10 URS3 3f8 �'Uplift Rod Run Tiedo-wri Systern &2L RST-3 Roof Tie-PoWn 34 1-21,2P, T]327� TIEP0. TB381 T342, TE348, T131541i TB56; T,,850 TapSibrf Bridging 6 EG-0-serieshan era Topflan ehangelra,' vailableinvAdthsrongiri�ftom:3,516'�to7- 11 URP4 In" Uplift Rod Run �Tledown Syetorn $5 RTG22ZL RTC42, RTC22 R7rC 44 Rigid Tie Connectors 55 TWBI 0, TWB112, TVVIB, 14 Wall Bracing 114" and heights ranging from I 1.11A" to 32'i 12 URS5 V8` Uplift Rod Ron Tiadown System 34 STC. STCT, DTC. HTC4 Trqss,�Iips 36 VGT, VQTR, V_GTL Variable Pitch GinferTledpwin 7 GLSsenes hangers Sadclle,harigers available in widths ranging from 3-114�'to 6-7V and heights rang" from 15-1&' to �8"_ 13 URSAI, Uplift Rod Run Tiedown System 35 TJC57. TJQ_57 T.55 Jack Clip. V WBI 01 613C, WB,,l �e, WEI Z6C�. WB143C Wall 5'racing W ZZ Z4, Z-44 Panel St ' iflarier-Clips 0 GLTV sedes hanlaers Top flange hangersavailocle in *dths ranging from �-1 91c, 7- 113., an a halgi�ri;,T@6�irg from 111, toV,; 171-910441416 FLVU31-RO HS series hangers Top flangs hangers Available in widths ranging from 1 -Ptl V'to 7- FL#10447-RS IfZamd'heighta lariging from $" to 39'. AkA ProdUCtL Model, Nut 6Ar or Narrie PraduattWsorlotion Ao-qJ Product Modal. Nuni bar or Nam 10 HGL5 series hangers Saddle hangers available in widths ranging from 6�1 14!'to 8-78" 1 DT1t2 Hold-down Sell * Product: Model, Number *�Narne Produdit bes6ittlon I OE3H2�.,57x5.5,,��B142�3lx7.-6�3, CBH237x9.75 Obincealed hangers And heights ranging ftm 10-11Z'to 28"_ �2 HOCIO14, HOC10122 Hold-down I AHER Adjustable Hip,71HridConnecitor 2 DU, QHUI, DH UTF series hangers Face,mount (OUi DHU)Land top4lange I(DHUTF) hangers, 11 HGLT series hangers Tbpflangis hLAngers Available in Widths ranging from VX'to 8- 3 HDQa, HHDOIJ, HHO.014 Hold-down 2. D=�R-S[)83, D802L-SIDS8�LDS aValabe ifr C5R_,SDS5� DSC5L_8DS3 Drag $bu1t,0cnnectdfs Widths ranging from 1 -VIS" to 349118" arid heights WS" and Heights ranging from 7_112't ' a 37'. 4 HDU2, HDU4, HlDU5,LH1)U&, HDUII, HDU14 Hdld-_dov�i 5, 080i i3ableErace.Conneclor 'In _LT s ranging from 3-11W'to 7- 12 HG Vseneshangers Top flange hangers avoilablejn,width 5,, HPA28. HPA35 slap -style purlin anchor A HCPI. 81 � HCP2, HCP4 Hip Urner Plate. 3 RGU3 , 63-SIDS: HOU5,25-SIDS. HG.U5,50-SDS, HGU5.e2.SDS, HGU7.MSDS, HG,,U7.25- Face-finount hangers 118" and heights ranging from 14" to 3a'� 6: ID5.THQ8,, LSTHRORJ Strop-sty*%hold-dowri 5L HHRC2-2, HHRV42i HHRC4242. HHRC,4tl,81, HHRCA4, HHRO5.2513.25, HHRC5,37131;,� Heavy H jo'lo R klge 1�o n hectors SP$� HQU9.00-SUS 13 HIT series hangers Topflange hangers'aysilable In Widths ranging frorn 3- 7 MAPA,MASAP F60d0oh anohbr strap HHRO66 4 KGUSseribsbangens Fod�motirit hangers available ihWdths rarigingfrom 11-5m`to 7. 916" and heigtits ranging from I &I to 2i". a, MPAI32, IVIPA[44� Shrop-s" purlin anchor 6, HRC1,81, HRQ22 Hip Ridge Connector 30' And-11tights ranging from 1�-SIIV'to 12-7,18". 14 HUSTFsenbs hangers Top flailg6joist hangers available in,width§ ranging from 11010 9. PAIO, PA23, PA28. PA35n PA51, PA68 Str ap�at 7 LRQ26, LRU28,.1_RU2%. LRU212 Reiter Hangar HHGU5.25-SD$, HHGUf�.5.(;�PDS, HHGU6:&2�$DP, HHGUi7.00-SDS. HI-IGU7.25wSDIS, Face -mount hangers and heights ranging from,5-34'to 13-10. ylo purlin Anchor 10, PA,123,t PAIZO. PA13�5 S�trap-style p4din snobby I-SIU20, LSSLJ28� LLPSU210 UightSIopeabIaSkvwabIqU Hangar 15, HUTF: HUqTF series hangers To flange hangersiavalable in widths ranging from 1�911911:o 57 TBE�6 I IT Stra �j 1:1 SND10, STHD1LQRJ �P-pp�lo haid'down 0 TQE4,. Tru&,s,8earilhg Enhancer HHU$26-Z HHU828-2, HHUS4q-2, HHUP�46_ HHUS4 HHU$4IQ,,H U -5p/10: Fa me rithargers 3 and heights ranging from:3,-7fle'to 15Y. Concealed flange Pe- a M 12 STHDi 4. STHDI 4RJ Strap-*Ie hold-down 10 TC24, TC26, TC28 Trussrciflip HHUS!.�26110 version HUICTF]iaVallablo for All models having width equal to or 'k)evved inWdth 11 THA29, THA215,,THA21 8, THIA211�-2. THA222-2, THA412, THA41 RTHAC-4I0,,THA422, Adjusb1pleTwIHahor -7: HSUR, H$UL, HSURC, HSULC. series hangers "S �a rAngino from 3- greater than 2-9116'.. THAC412, THMJ6. 118" to 6-118"' and heights rarigi ng fr om 4-V4' to 15 HWP series hangers 'Top flange hangers available in widths ranging from 1 -911&tra 7- 'Concealed fla ve 12 THAI 1,61fk, THAIZ*�2, THAll�tIW, THAj2z2, THAi3�2, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists rsion (H$URQ� HPVLQ),A%4Iq0le for gill 1A` and heights ranging from 5.31e'tio 2)N'. doubie 2X and 4X models, only acuta, flan a L.�. N Skewed Truss Hanger is concealed. 17 RNPH series hangers To 3 1 9 1 1 pflangs hangers available in widths ranging from 149116'to 7- 13 THAL,4�2, THAR422 Multip HTWt, HTLI2,9,HTU21Q, HTUZO-2,HTW84, HTWIC-2 Face -mount hangers 11211r'aid heights ranging from 5-31Wto 32"� CL in X 14 TH4A�Si LTH:JA4 LTHMA Is Truss I Hangers ca LIL 15 THJM2� 4-SIDS3, THJM2�-6�60§�, THJU2e THJLU26�W Multiple Truss Hangers 9 HU, HLICserles,hangers Face -mount hangers available inwidths ranging from 1-91,16"to 7- 18 ITS series hangers Top flange hangers available in Wdths ranging from 1-9/19'to 3. from to I 6�� 0 Id TSBR2--24, Truss spacer-Riostraint 112" a6d,hej6hta rainging from 2-716,"tti,19-114"_ ConceaksO fign a 518"aind heights ranging 17 VIDA i 1 9 19 J13 series hangers Top fla I ng . a hangers available in width Of 179116" and heights C rz ,2, VPA25, vPA3, vPA8s, VPA4 Variable Pitch ConnectoN version (HUC) available for all modalsihaving Width equal to or 18 VTCR ; ValleyUss Clip gre2tar.than 2-9/iu'. rangIngJrcrnZ�3f8",to 7-114", 10 HUC0'1_8f1O-SDa HUCC11:81111-S09, HUCO2110r2-SOIS, HUCQ210F;�5-SDSi H000310- Faca-moprit hangers 20 JIBAseries hangers Top�flangor hangers available. lruwidth afl-9116" And heights Si?,$,HUP04JO-SOS,RUtQ412-SDS,HUC�Q5.25M�SPAHU Q5.?5fI1-f5DS ranging from 9-W1 64D HUCC1610 SUP, HUCQ612,,�-,DS < a) C) at > C3 > IIIII-111671lZRIONE Simpson 9trong-Tie 2020 FBC Approved Products Updated 121XVZ020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong-Tie2020 FRC Approved Products Updated 12/3K020 1-1119KIZ-1412 Simpson Strong -Tie A26 FBC Approved Products Updated 12W/2020 Ror dra#t 1160 toall 681`gpp�vvalp Bte4beloy, CLICK HERE For dleot Kftk';1I,;4I PSTAI)prova $1 db*qv, CLICK HER For dreot l[nkato all $ST cWaI% listed balovv�, CLICK HERE, I ate'. F addiii or For addidonal information regarding Handss Statewide Product Approval S21erri and MiArni-Dade CQunty Notice orAmeponce (140A). 2UQLJ= For additional Information fagafdin Prpdu g di Approval 8wiem and Mi'lutil-Dada, nty Notice of Air 21 1-15iseries hargers; Top flargre inwidth of 1-9116'and heights Fil-glims- IS Pf.MV1.56, 5/1-5V1.51, 511-13V2.06, WLEV23T, SILBV2 .515L, 5/1_BVZ68. SfLBVA, 12, Top Flangsi.�Joist Hangers 5 5ET_XP Adhesive Anrhorfor,concrete iangling VOML6-318`10 15-118"f SILBV3�56, SILSVI,62, S16VA.IZ SiLBVAL�� S1Lt1V4A. SfLSV5.60 6 Stndng-Balt2 (STB2, -STP2-48S� tTB2-619S� Strongw9ok,2, Wedge Anchorfor cpricrqie�availablein carbon 22 LBAZ series hangers Topliange hangers available, in width ofl 1 -9116" and heights TT2Z, I , 15 , §9" FroductModal, NUMDer or filarrine Product Descuriptiory 19 S fLT,=, S/0 PA-Q714, HTT4, HT�5 Holdowns steeandTypes304and3l sWnlessstsel ra , n , girghorn 9�:�ll 6" t:) 13_1 fall, I HHUS210-3, HHLS210A Joist Hanger 20 SIMST80, SIMST72 Straps 114 mil (10 gai 7 Titan HD 71-ID-H, THD-HMG, THD-H4SS, THD-HeSS, THD-CS, THD�CSSSS) Tilen HD Heavy Duty SomwAricharfor concrete and masonry 23 ILEG3�, LW5. LEG 1 7 series hangers Top flangebangers available inwIdths, Tairging from 3-11VIc, Q�- 2. HR56t HRSB,,HR$12' -5tl 21 SP4; SPS Stud Plate Ties avAllablewlth ho)(headin carbon steel and Types,504and $16 from R"ta 33-v,2,. 31 HU6(Q�10�2'�SDS[� H UQti!I0-3§DS�, H!Jt4010�SDS Joist I �Hanger 22 DSP, TSR 6Wd,013118"Ties stainless steel, or vvith coghterSunX head In oarbohstepl,�nd MEG7'5eni hangers -rHGI�2,THOti�.THGEH�,THGB[43.THGOtq4 Type816 stair less steel 24 ll 05 Top flange han gers available in widths ranging from 5-1 hVto 6- 4 Joist Hanger 23 S�IC, DTC Truss CIO 718" and heights ranging from g' tdl,52-11,7 I '. Z, THqO2-SDS3, THGQ3_S0S4:5. THGQ42-SDS3, THGQH8�S1384:5, T14�;QHZI-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 6 Titan HD Pod Coupler (THD37634RO, THID569`A4RC) Titan HD Threaded Rod Coupler for concrete U) 26 MIT seriet banders, Top flartgre h,�ngairsaviAllablelin Widths rang Ing from I V1 6" to 5- 6 THOM-3 i THOWL341 THOW4-3, THQIW4�4 Joist Hanger 25, TJO37 TiussiaoKConnector 9' TAeriHDThr6adedq 'Ha�ge�OHDB251,5$RH,Tkt)B.$7158RH,THDa�212R-f-i, Tilan HD Tbreaded Rod Hanger for concrete THD50�14RH, THDIC212RHI), 20 PF, PFB, PFUB, PFM8 s.erfes'h�rigers Topflangs hargets availailcle -in width oifl-gh'V'and heights 10 Wedge -All (VVA) WedOtTAII Anohor for rnasafify ranging from,$-SY8" 1:07-116"_ FL*11473-&S FL#1,3904-116, (D 27 RR Ridge fatter ;on -nectar 4 WP series hargsrs� Tppf[aihge-hangarsav4iIobIq in widths ranging Sog III Product Made], Number or N Product Description Sea # Product Model, Number or Name Product Description FL*16230�Rli 118" and heighte ranging 0-114" to 32", _1 DETAL20 Double Embedded Truss Anchor 1 CCQw�62-SDSHDG CCOM4,62-SIDSI-IDG, CCQM5.50-SDSHQG, QGTQM3.62-SDSG; Mpsanrylc`ierC�ps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Ainchor CCTaM4 t32--PbP�G, OCTQM5�50-S003' CCMM?'62-SDPG; CCCOM4:62_,�,DSa, Iga Product Model. Number or Nam Product Description HI6, 11185,_Hle�2, H1&2S HutricaneTis. I AT-XP 'AT7XP High -Strength AcrylicAdhesive torconcrate or masomyo 4 HETA12, HETAIG; HETA20, HFTA24, HETA40 Embedded Truss Anchor 2 E=LQM3.62G-KT, EGC1_QM4_62G-KT, EccLoM5_,50G-KT, ECCLLQMD3L62G_KT, Masonry Pli,,f Caps ET- -HP ET -HP Epoxy Aohes'" for masonry 5 HETAlL12, HETALIO, HErAL20 Embedded Truss Anchor ECCLLQMD4.e20-KT, EIjQ_LLQMD51,50G-KT, ECCLRQMID$., �G-K-T, EC0LRQMD4,e2G'- 3 SET-XP SET-XP H i5ir-Strength Epoxy Adhesive tot masonry Kr, Eq0LRQMD5�.50C3.K-T Sect # ��ftNu rn or Name Product Description e, HGAMIQ, HK49 Masonry, retrofirconneviors 4 Strong-BoltZiST82) Str9lig-Selt 2*edga Anchor for masonry HGUWL 25, Hautyr6.00 Hepvy Masonry Hangers ASA40, AS 46R, Adjustable Post Base 7 H14ETA,16. H�iETA26: HHETA24, HHIETA4D Heavy Embedded Truss HGUU62a, HGUM5:50, HGUM7=, L Titan 2 CfTN�) Tilan 2 SorewAnchorfor Concrete L A ARAM, ABA66R Anchor LGT2. LGT�-sb$�,5, wriI-Pbs�3 CirderTiedown 4 LGUM26-2, LbUM26-�, LGUM2e-4,1_6UM28-:Z. LGUM28-3� LGUM284. LG'UM2ICQ, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD.H6SS, THD-CSOSS) Tften HD Heavy -Duty Screw Anchor for concrete available in 304 ABU44i ABU44R. ABIJ,116- AbU11M. ABU5-5, AOU5-6. ABU65, ABU6)5, ABU66R,, A5U88, Adjustable Post Ease AIIU]960� ASUIbIL 0: ABU1010R, ABU1212, ABU1212R -b LTA,2 Lateral Truss Anchor LGUM21-0-3, LICWM210-4, LOUM4_f�, LGUM41a, LGUM410 or 316 stainless steel with hiix head, 6nd316 stain'less SteefWth :3 ABW44Z, ABW,-44RZ,,ABW46Z. ABW46RZ, ApWb6Z, ARW66RZ, ABW,7 Adjustable Post Base io ImETAiz mETA16, mEfAI8, mETAm IvIET�24, mr=Tmo Embedded TrusSLAhcher 5 MBHAS.12J.O.25, MBHA3.1:V1I.25, M8HA3:5e0.25, M9HAa5619"25, MIBHA3��53fll.Z, MasorityTop-Ranga gearn Hangers countersunk head, 4 A04, A641R; ACE4�-ACB, ACOR, A6tEl post tap I I MSTAM24 IVISTAMM, MSTCM4n; MSMCM60 MI3HA,&66/1 1.88. MBKA�.j5611* MSHA31i6f16, MBHA`3.5$,kT8, MSHAS;60/7,25, 7 Titan Turbo.(tNT) Then Tu rbo -Screw Anchor for concrete or mason ry 6 IJC4, BC46. BC4R, BCO, BC6R1 BC8, OCS2-2/4, BCS2-M postcap 12 MTSM16, MITSM20, HTW16, HTSM20 Twist Strap for Masonry MEIHIA5.5019:25, MBHA5�50111.215, MBHA5i_5(VI1..88. MBHA�i.51Y-14, MBHA5.50fI5, MSHA5_501le 6 C244, C846jiG548, 0 3'968,,0386, trnbeddled. Column Base 7' CBSQ44,SD52� C5W46-PDSZ. CBSQO6-SQ$2. C13W86-5052, CB$a8&S0S2 Embedded Column Base 8 M8HU3.6619.15, MBHU3.WI 1 88,,MBHU3,58114, msknsefle, Masonry Beam Harigers FLLA6837-li ZOCU '96ries 8 CC,E Bolted colUrfirl GAO Aft W1 ranging from 3_114�'Io O_lir2" And FL#1 1496- MBHU3.56118, MSHU6:6019,25, IVIBHI_15.50111.25� MSHU5.5,0t"L�88, MBHUE�.,5(V14, > W2 I ranging from 3-5f8" to 7-112" MBHUa.50116, KIBHU5.50118 Seg# Product Model. Nurn Der or Name Product Description Cz 0 J�CQ-SDS25, 1700q�81)82a5 %YH" Screwed dotomn dap$ Witti ranging team 3-114�,'to 9-112'and Sed # Product Model, Nutfiber or Narma lornaductNtsiddiliII199 #.1:0-lr)�$t�ng-t)dv'eX.Metal-Seff-Drilling,TappingScrev�s'Ath#3 V�Q, rangling, from to'7-112" I DTTI Z Deck Terrskin Tie Drill Point 10 CPT44Z, CPT66Z CPTa8Z Concealed Pqat Tie Bass 2, HD12,,HDLI9 Baited Holdowns FL#13975-RO '2 XL011471224,.L XLqL1 14B1224-2K 1 1-2�24 StrangwDrivaXl_ Laige,-Head Metal Salf-Dirilling, Tapping > CL 11 1 EP544A EPW., EPB4e, EPB66 Embedded Post Base 3 H03B, HD5B, HD7Q. HDP15 Bolted Haldi Siarews with #6 Drill Point and Large Diameter Hex Washer Head 12 5P$47 rzmbad�edl[ POJ* aa0a A HTT4, HTTS, HTTS-�14 TsnOoc Ties i14SIV4,XMQII4BI224-2K, 2 PrVdUCt Modat, Number or Na Product D"cdpkZ 3 XM 411 4 8trong-prlvo�(MMedium-Head Metal Self -Drilling, 13 LCB44, LCB66 Embedded Qo! I umn 5ase, 6 LTTIO, L(T20B. LTn3i Lig ritTerition Ties I SOW=�00, SDW22338, SOW2243,0,, SDW22458, SDW22600; $DW22e, DQ S0W226$a, Stroffg_DrjVeSDW EWP-PLY and TRUSS I "PLYScrem Tapping Sorewr with #5 Drill Point and Medium Diameter Hex 8DVJ22834 4 XQI I 4SI 224. XQI 14B1 224-2.5K X1 1481224, XQI I 2SI 2241 XQ1 1221224-2K 412-24-Stra ng-Drive XMMI SAY-DrillIng, Tapping Scyevvs with #5 _40 14 LPC4Z, LPCOZ Light PortCap is MPB"z"Mpseez, MpLaaciz . Moment Post Base, 1 80=15450 , SIDWalwo 6`11-ong_0TIVOL SVVVC TRUSS Scripw Drill Po- Int 0 113 P844,PB44 I R PS P606, P00614 S13V�H#iWo6g's SE , )W�l TIM'BiEk+ E�<Sorew 5 k�f4S`l 016. XU314BI 01 O-5K #Ib-i O'�tron L Drive XU Meta� L IS01 I f-Drilling. Tapping Sprewss with 40� Embodied post Base DWHI "OODS' PDWHj9'e0( 17 PBSZI�A, P6S4e. PES66 Embedd I ad Post Base 4 SDVVH2Y4D0G: SOWH2116=�; s6vvH2!I3WG,,sdW421i 0obG SDWH27A'2CtUC3 St-ong-DriveSIDWI-I TIMBER-H 5X H Dr. Screw #1 Drill Pont 63 SDWSI 84WL 1$ PBVOi PBVio Round Post Base Sea ff Product rftdel. Number or Name Product Description 1 �§Vong-Drfve'SDWS FRAMING Screw 2 P,2�51 �ijzumWbk. StronqLD rive S DVV,�, TIMBER Screw �Inte Oar Grade) 19 F 44-18� PC46A6, PC4646. PC64-16, PC88-10, EPG44-16� EPC;46�15, EPC418-15�, post cap I PS518. N, ssw6x24, Sal x�b SSAnchor-Bolts. 0 SIJW&ri96o01,SDWSI9712, SDVVS 240D,SIDWs2z5bG, DvV, CM5 EPC84-1e� EP086.16 �2 ssmitl PsTB26, ss-TB24,ss�IB�a, ssTBs4, Ssi-s3,�, 881,91 OL, PSTB201.,SST8241., SST9 Anchor 96ft SDWS22800�LSDWS22906,SDWS2?'C)PO�8DW$221100, SDWS22i2P0,SDWS22I 500 FLW6320-RO 20 PC4Z_ PC4RZ, PCSZ" PCORZ, PC82: P08RZ: ElPC4Z, EPC4RZ, EPCeZ, EP05RZ, EPCSZ, Post Cap SSTB28L 7 SDWS22300013- SOWS22400t)B. z§ows225aot:)E3. 8uws22eoobB. sDwS228005b, Strong-Drive,SDWS TIN46EFZ Screw (Exterior Grade) EPC,8 RZ SDW82210OQDB jkfi Product Model. or Name Product Doc Motion 21 PPS44,-4Z.'PFB44-6z poistsase U 8DW822,31213BEI, 30WS225I=B8 OutdabrACcentsStewc;tUr�i[Wobd Screw I OSSOB48A US90846i OSSYC8413, DSHIS Bypass Framing OnlitStrutConnector 22 RPRZ Retrofit Post Basis FL#13872-R4 9 SDWS2730OSS, SIDWS2140OSS, $DWS27500_1*3, SDWS2761)DSS, SDW$2780QSS, Strong-DOve, SIDWSTIMBER SS Strew, 2 FC843_o FC84��, EiL FC B47,5, FC849,5. FC8411.S Bypass Framing Fked�Cliir Con nootor SDWS271. 010OSS, SQWS21712008S 3 FPHSD34SIO18, FPHSD3481016, PPI-ISD54131016-5K. FRH80,34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-tb-,CFSSeff- SeO4 Product Model, Nufftbaror Name Product aosarliatioln 10 SDWVI,34Q0 Shiong-Drivs SIDVVV sall-E-TO-RI M Screw FPHISD34 BI 214,,FPHSD34B1 214-5K Dri Ta pping Spre" 1 CMSTI 2j�CMST1 4, CMST�,,10, 0S1 4, CS116, C8115, CS20, r-$2.2 Coiled Strqps 11 STN22 iliutdbor Wiasituar 4 LSFC2,25, LSFr,,4.-25,, LSFCO-25, SFC2-25 SIFC4,,25� SFC6,2-) ;3bnalFramIngLC6nn tor ac 0 2 HRS6, HIRES; HR$12, FHAQ, FHA9, FHAI,2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mill (12 ga) 5, LSBC4.25, LSSCE3.2,5, SSC2:25, SS(A.25: SSP(5.25: MSSC-2_26, MSSCZI.25� MSSC6.25, Steel Stud Ccinnectors Sea # Product Model, Njum bar or Nam Prodgral DiliegriatiOn M8T148, MPTI60, lvSTI7ZS/MI§T27. SIMST,37, SMST48 MS�SC4.251KVV. MSSC6.25KW I F4A, FSA Fo nd�rtion�Atrichqr 3 HTS16 HTP?0,.HTS24, HTP�28, HTS3 , HT530C RQ =:3 0 HeavyTwisi:Straps 171_4115393-R3 R RCKW3, RGKW5L,5,RCKW7.5, RCKW . KWA:5S Rigild Kniae Wall Connector .2 PRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LPT149, LST(73, M$TAID, MSTAI�, II MPTA18, M8TA21, WTA24 Straps-40 mit (10 ga) 7 SOB43.5, SCS45:5-; a(%47�5, SCB4$5,$bB41I,5, MSCS45.5, MSCB,47,5 Bypass Framing Side -Clip Connector 3- GH46-6,GH46-,8,GH48 �QI14&%GH410-6 C; se-8, GH0-6,uH65- Girder Hanger H 5 LSTA9, L",12. LSTAI 6. LSTAI 8, L8TA21, LSTA24, ST292, ST2122. ST21 I 6� ST2215 Straps 33 mill ('20 g a) Frod[gict Modal. Nurnber or Name Product Description SL SC532-5197.SCS62 519T SC§§2-511 18, SCS,82-6/1 18 Bypass Framing Con I nec S,GI16iC�6, GH61q-8 LSOBH3,25, SUBHI.�§, MSU$HJ.25 'or giriq C AS 10; A '�Ilp Con riedlor -0 14 1-8 ga, Truss� Plates 9� Scm,2�, POW�5 Head-of-WallSlida-I, �rength Yruss Plot- 10 SJC825, Siclia-251 J 4 r.LBeA.,, GLB56, GLP5G. GL8eD, GLI17A�, GLL87B, G1.8701 GLB7b Gl[ulam Bearing Plate 7 Lrp� Lateral TLie Plate 2 AS 20HS '26Oa. High, 6 Vs Cals. mSJ�I 0.25', Steel Joist Connectors 5 OLST512,bgLT812,dLSTSIS,�3SLT61.6,(3LtT$26,(�13 - LT8 , 20 Glulam f�earing Plate 18 &SI 2, LTS1 6, LTSII 81 LTP�d L 0 htTw�I:Straps 3 AS-20 n ga, Truss Plate II SS83.518 Bypass Framing Sficie-Clip StrutConnector 6 HGL)aA, HGI.BEI, HGLBC,r, HGLBID Heavy Gluern Bea STA30, MPTAX STU215 4 ASHP Hige Plate Conneorwr 12 XL,511;34511414� ALSH17891414 #14-14,Strong-DriveXILSH ShowIdered Self -Drilling, Tapping ICU ring Plate 9- M ,ST�2,24 STSL,ST12,ST15,�3T22.,msTc2a,msTQ4b,,m$TC52 Straps 54 mill (16 ga) ,7L HGT.g.LHMa� HOT-4 Heavy Girder-Medown 10 MSTIC66, MSTt76,,ST62_1ia btapa48 mil (14gai Scrov's UJ LIF-Pic�sbs3 Uri I Foundation plate 11 MTS12, MTPIS, Mf818: MT§204 MTS30, NITM4q, MTS36C Medium TWist8tra , ps 13 �QISIDI 8, XQ1 q1016-41(j XtMSI-2141 j(41B1214--3,5K, )0�%81224,�(Q7891t�"K; 410-16.412-14:,and #12-24 Gtrong�Drive,)� Metal Self -Drilling, :9� URFP Universal Retrofit Foundaton Plate 12 SM.06, SIB��37, -IJB2.56, S182.88, S;B3.12, S/W,56,; SIB3.62, S164.06, Top Flange Joist, Hangers rL#1 6730-g4 XQI 1 4SI 224� X01 I 491224-:�,51<, XQ I 12SI 224jXQI I 2BI 224-2K, X� 6-5K, Pfla4 4131 Gj Tapping So .12, 5�54.28, s�a4.76,,S65,i50 XISI D16_XIBI01 64K, XISI 214, X181214.3-5K Iti, SfBA2.12lp. SOX1121,jdl S/BA2.12tIZ SiYA242114i S/13A4.18181 SIBA4.1,9110, Top Flango.joiat Hanger$ Sea # Product Model. Nunn bet or Name Product d4sodLtga S/Bk4A&1Z SIBA4;18/14 I IET-HP Adhesive Anchor for oorr6r6te z 14 811-11A Hurrlc�rfe Tie, 2 GAC , GDP. GDPM-50, GDPM-75_GDPM-I00, GDPS. GW-50.,GW75, OW-100, GTH Gas-aduattd fasteners and Assemblies IS S1,11088, S�HD1,08 PDPAj PDP�L�K, PDPkMG, PDPIkT, POPAT-K,,PINW, PINWP, PINWP-W PDRAWL < SVDIOB� SIHDISS, SIHO15B J401doWns Fowder-iictuqtedfastianersi, threaded istudr, and assemblies 16 SJHQU4, VHD.U6, S/HQUO, P)HDUI I Hbldowns PDPAWL-MG, PSn/LP, PSVO-K, PCILDPA, PPOLDPA, PTRHIA,�, FiTRH A4 17 SfJCT,, SJHJCT Joist Hangers 4 SET-13G ��dhesive Anolhorfor concrate z z /\/ - N�� SHEET NO. PA 1.2 VPT'y._.9+k. dRet ,DUb_l wit inter ;E - -6- 0 (D N U) 0� N U 0- C O O .� c6 U N �- c C co C6 n 0 Q c 0 N O Co U- O .(N fn E O N p L � � .� ''�^^ VJ Q C) N mx LLa_ :v cn 3UJ q 3 m O w [� Q- ¢—� -Q c 0 ¢ M L O W CD Z 76 O CL O Q Q C O L N U m O L WM z J Z Q a SHEET NO. PA 13 _. ,,,,_ ,.:..:_y,.�...,:,;:..,.. .. _ I ___ __ _.:a_...,.,> _x..y- __ _ I . _16:.Jll, I1a::.:All.NIA-U."Wll WaolW:dAmld4+ll.'IdlWM.'144=1IM044U"UIL4w.j4`? 1LIf_1,4ik= /11LIEC_ a rPfA�c. TILLIT TESTING & ENGINEERING COMPANY PRODUCT.L-41 7SATIQN REFOkI,j11 U jQ-072A 01. 2 2.2: TEST REpt)RT$ Large e missile Impact -.and fatigue load tests were performed under Protocols TAS - 20 2 1, 03 as per section 1628 of the Florida Building Code. Undorm static loads PRODUCT .YALUA:TTQXM.POR'r NO.'20".Q72A:Q7 6• MOT RIAL GHARACTERiST( J4ND SPECiFiCATIONS: Shall be strictlyin accordance with General Notes and Components indicated on sheet 1, 2 and 22 a# 26, of Product Evaluation Document (P.E.D.)i drawin ( ,: -ATT'R A TT ' W R LLZT Ji(. P.B. _. Ultec 5D):Cam �, P,3. sA,aa;M L L1aNIHM - _nC�L4,,an Ni _W06719 as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications -shall be as indicatedon sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P-E_, Fenestration Testing Laboratory, Inc. reports ,# 2032 dated 0411011998 and # 2126 dated 10105/1998witnessed by Gilbert Diamond, P.E. and Report No. 7 LIMITATIONS ARID CONDITIONS OF USE; REPORT NO.: 20-0728.01 0219.01-09 dated March 4 rc , 2009, signed and sealed by Edmundo LargaespadaT P.E. and Henryaftem P.E._ N , -- 7.1 • Shall be strictly in compliance with General Notes No. 1, 8 thin 14, indicated DATE: July 28,2020 Tensile test report No. 9CM 197 by QC Metallurgical, inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thrU 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.M), drawing No. 20.176 PRODUCT CATEGORY: 'Shutters signed and sealed by Frank Grate, P.E. b Tiiteco, Inc. ands - ned and sealed b WalterA. Tillie Jr. P.E. prepared Y Ig , , Y PRODUCT SUB CATEGORY,Storm Panels 2_3.�TRtCTtAENGINEERING CALZt4TgNs; 7,2. Product may be installed within HIGH VEL{}CiTY HURRICANE *ONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code, PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel . Protection Products lerigth based on rational and coin a_rat' ve analysis, and In accordance with .mgCode. 7.3. Praductshallo_nlY be installed Into poured concrete, concrete _ block, andMANUFACTURER. G1t6ai L 4800 S.W.51 Street section 1616 of the Florida Build Calculations prepared by Tilteco, Inc., wood frame Stnlcttlres_ Davie, FN3nda33314 dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 1PURPOSE Of EVALUATION 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tilsit, Jr, P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code as per g P 9 p N . 67 - resident of Til Inc.0 7 o 441 }, P taco, . c {Florida CA 006 19). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS :201 Protocol. 61 G20-3, Method 11,13 of the Florida Department of Business; and 4. WIND: LOADS RESISTANCE: SCR .71 ProfessPonaf Regulation. 20 Ga a Galvanized Steel Storm Panel has been verified to sustain wind 9 a rid ,a;" Q t EN , �•• This product is i p being issued an Evaluation Report as described herein, and has ressure pressures. Maximum panel Len ff1 shall be as indicated an sheets 8, 10, 14 15 9 - " r � •. c'` . .: :been verified forcompliance:rn rcf d _ accordance with the 2020'Seven h t Edition of the 16,19, 25 and 26 of 26 of Product Evaluation document P:E.D. drawln fJo; ( ), 9 _ : Florida r da Building Code, and to verify that the product is for the purpose Intended p P 20-176. Maximum Anchor Max h r Spacing shall beaslndicated on sheets 8 9 10 11 p 5 25 -�' STATE OF rc � , at least equivalent to that required by Tile Cade, 1 1 4 5 17 18 9 20 and 2 v , , 1 , 28 of 6, of Product Evaluation Document P.E.D:' drawli No. 20-176. ( } . ., I - This Product Evaluation Report -shall be subject to review and revision in case of 15 NSTALL 'rNyyilmi+++`+ a Building Code change Thai may affeci its limitationsand conditions- . ATION:I ' .tails n ns do shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; sheets 3 thru 7 10 thru 2 u 0 23 24 an 26 0 26 of Product Evaluation r d f 1 Pr DOCLlmerrt VVATIIL O.t TILTEC(AOMON RE£OR081 F. E. REPORT26l0LOBAI PRBTEGTipN PROD 0CT5; Ll€1 ZO C•fAQE 2.1. PRODUCT EVALUATION D UMENT(P.E.D ' (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as ' GALVANZE0 STEEL STPRMPANELkDRwatcM174kREPORr#2"i2B.o1 Drawing Na. 20-176, titled "24 GAGE GALVANIZED STEEL STORMPANEL°', Indicated o t n sheets 8 14 16 25 and 6 Z of 28 of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco; Inc;; signed and sealed by Walter A. (P.E,D.), drawing No. 20-176. Tillit, Jr., P,E,; dated 0712812020. This drawingis an integral a o is 9 part F11(C� Evaluation Report. ��ri,,� rcA'p, 'y+y �tCENy� �•y? ��.,•` 1P.• �� S� • J r� .' No, 44167167 fZ 167 T' &,roc [rF 7 STATE OFz r0R1D #%,'rLrd fi<0"PiDP •,4�`}i��N2c� ' Sf i4 'AyFydNAla`*� 6355N.W.36thS Suite Miami Flori a331 -Pho : treat, _ _. d ._ 66 Phone,: (305)871-1530-�'Srrra�1E,��1 AN+grHnull++t' . ECE rnrc_ TILLIT TESTING to ENGINEERING COMPANY A A, TILLIT,a u I.TEri zx. r.>;. hlt ecGG a T P1�ObI3CT EVA ATIt) ,' FI,PX REPORT '1—t t�L;c.A. REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY;Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER; Global Protection PMdU0&, LLG 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION, This is a Product Evaluation Report issued by WalterA. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81G20-3, Method I of the Florida Department of Business and Professional Regulation. Thisis Evaluation i product is being issued an E a _. a Ion Report as described herein, and has:'. been verified for compliance in accordance with the 2020 Seventh Edition of the p Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to reviewand revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21. PRODUCT EVALUATION DOCUMENT (P Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tlteco, Inc;; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 071271202:0. This drawing is an inteRlt�t+q� Evaluation Report. o` .DER F1/'AA�i �CEN y ' �-" ttt�i167 *9 I' "c 'STATE OF nr 6355N.W36thStreet, Suite 305,IYIiLu LFlorida 33166- Phone: (305)'871-1' J if it NR A.(3 ;119Y-1531 PRODUCT NYAT uATCON RNPORT No. 2Q-Q727 Q?• 2 t320nCiC„T E.MAIAJAT10N "Plgg7't�0- 20=R_ 127.U2 :.3 2.2, TEST REPORTS: 5. INSTAL, DON: missile Large a I g le Impact load tests were performed under SSTD 12.99 standard as Installationshellbe performed strict: in accordance with details P Y data s indicated on . par section 609.1.2 of the Florida Building _ _ a 1 h o daCodex Unifiorm static loads as per st I Pct P sheets thru 2 is 3 hr 8 1 thru 1tl of 18 ofProdu -Evaluation n bo£ume t P.E.D- ,(P.E.D.), Section 1709.8.3 Per AST E-330, Test reports rts prepared byAm ricanTastng drawing No. 20-175. Minimum separation to glass shall be as indicated on Lab of South Florida, Report#0814.01-01 dated 03M1102witnessed by William sheets 3, 6, 13, 14, 15, f8 and 18 of 18, of Product Evaluation Document R.Mehner P.E. Boriz oroz P.E.: ndHenry m(P.E.D,),drawing M a H ry afte , P.E. and Report No, No.2 - g 0 175, 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and HenryHattenl, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809,1.2 of the Florida i3. MATERIAL CHARACTEFkISTICS AND SPECIFICATIONS o , ep, prepared by American Testing Lab of south Floods, BuildingC de Test Report r sComponentsIndicated Shall be strictly in accordance with General Hates and Indicated on Y Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, Gonzalez, RE. 20-175. Tensile test report No. 9CMA98 by `QC Metallurgical, Inc.,.dated March 13.2009, Anchor's specifications shall be as indicated on street 1 of 18 of Product p , si ed and sealed._ to P E as r n b Frank Grate, a ASTM E 8 n s e a gY P and Tensile Test s ,. Evaluation Document (P.E.D.), drawingNa. 20-175. ( ' per QC Metallurgical Report No, IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-6: 7 LIMITATIONS AND CONDITIONS OF USE 2.3. STRWC'I'URA,i, ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated wind load, as well as maximum anchor spacing vs. design wind load and panel on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 length based on rational and comparative analysis, and in accordance with P Y prepared b Tllteco, Inc. and signed and sealed WatlerA. Tillit Jr, P.E. Y 9 by section 1604 of the Florida Building'Code, Calculations prepared by 'Tilteco P P Inc., dated 12118/10 and 08127/13 (for this revision), signed and sealed by Walter 7,2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES A. Tillit, Jr,; P.E. as defined on section 1620.2 of the Florida Building Code. 3. MIS,511LE IMPACT RESIST OE, 7.3. Product shall only be Installed into poured concrete, concrete block, and Lar e.missife Impact under section 1609 1.2 of the Florida Building e s a 9 p uCad a r p wood frame structures. SSTD 12- a T S tit 99 standard and A 2 , ro _ P duct Evaluation Report prepared b WalterA. Tlit , Jr., P.E. (Florida License No. 44167), President of Titteco; Inc. (Florida CA-0006"719). 1C� 4. WIND. �S RESISTANCE: �,, 24 Gage Galvanized Steel Storm P<arrel has been verified to sustain wind 1lltllii{NN pressures, Maximum panel length shall begs indicated on sheets 3, 9, 10, 11, oNil11p 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing Na. 20475- s`�@'`',•' 6EN SFSs Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 - and 8 0 1 of P 1 f 8 Evaluation [7 roductEval au en P,E.D, drawing N S' Document t o 20-17 . )T 9 7 - 24 Gage Galvanized Stool Storm Panel has been verified for code compliance to _ v Work Is a non aoue storm sh er assembly, as per SS D 12-99 Standard. . _� wATILL = O_7TIL7 E£O A hON EC.O. N- P T�(Q RD& 1 P. E. REPORT:201 GL AL PitOY^F'Sa,'SIL .. (� AGE LALVAMZEOSTEEL STORM PANEL \DRUG#2D-#751RFPORT12}-0727 Fit �s 67 ,i7 * ;* ! 'Q 6�fATE ��ilTa UIi1L11+1. ^W W V J CQ (D V! }J U Cll O Q, O O L c - l� C- cn-F -i CU � 0 U O _ CCT _ Cl) � O Q C L O ?� Ca O -O �, _' Ca0 LL 4— _ Ct3 > ._ -a cn E o O Co O i CC5 a. Z Z W J f Q�PQNENTS FOR REGULAR & LIFE SAFETY STORM PANELS t f4. 2f4, 3f4, 4j4, 0f4. 7f$, B3) IN THAT PREDAST , OR CONCRETE PANELS: s,t�co OR WOW SI2=t") FOUND ON ,HE Oa1t�3:.Roa aa. tilt%' su stONs1 P!�� EDST9rc WNW, ANCHORS SHALL BE La+O ENoua1 10 REACH THE MAIN STRUIETURE BEHIND SUCH PANELS, - 6/5 tw/to, 2Wj10, aw/tD, 4W/To, 1. STORM PANEL SNYMN UP7 TAi PRDOLIC'T EYAI,AITKR DOCUMENT (P.E.OJ HAS BFF1V YEPoFEO FOR COMPLIANCE IN ANCHORAGE 51iNi BE As MENTIONED IN 11.1) AND IN MN t: -... .-I6,198` {TOTAL W TI) 9 ----[, .AIH ` (TOTAL 1WDTTH}-----_..._�.�. 5W/1 O. 8W/11 7W/11 ACCORDANCE WITH THE 2020 (r8, EDMON} OF tNE RONIOA BURAIHC caDE, {C) ra F'1f <T+t'IC Wad (. G C1 . - I _._--..._;a,SCW* (ErfEL'TNE Wk'YrN) i 3' MAX ANCHpRS: FOR CONCRETE SHE SCHEDULE ON SNEErY. 8 h 9_,--_ 3" MAX- 1/4-0 TAPCGR MiGH)AS, AS MANUFACNR03 BY I.I.W. 9,111LO t, INC. - 8.280'---- DESIGN "NO LOAXIS SHALL BE DETERMINED AS PER SECTION 1620 OF THE AO ME MENTIONED COIF. E .....-.:8 t 4' i 1" MIEN. FOR WOOD SEE SECnONS ON SHEETS 10 & 11 1' MRl. e. FOR A WIND SPEED AS REQUIRED IRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL. BE 6V5TALLED AND - #14-10 PANE4MAiE FEMALE O AND PANELWIE PLUS ANCHORS, AS MANUFACTURED RY MOO. CONSTRUCTION PRODUCTS, i < .� / '-"'-'"""""""""'""'"'±. ^�� I i .. O FOR A DII,ECTON:NJTYFACTOR Kd-C.85. USING ASIDE 7-16 AND SMALL HOT EICEEO THE MVATW :(AS.O- -- lf4"e TAG SCREWS PER T#.D.S. i t rt' } -. 7ft8 e x 5/:8" WOOD BUSNYNG, AS DISTRIBUTED BY ALL PONTSCREW. BOLT & SPECIALTY CO:. '� ? w-1,3$1 i #.350"^^ 0.031R` MIL 1T8CK 1.350` F � � o -�� O DESIGN PRESSURE RA15A105 NdCAiEEt ON SItEE15 7 THOU Q. ii, t5, 78„ 19 &" 20: _ 1ymam IN ORDER TO VERIFY' 117E ABOVE CONOm6N. ULTIMATE DESIGN WIND LOWS DETERMINED PER A$CE 7-18 . 0+ I t ASTM A t • D.M...�2 , , •I• -- : , ", T___ r :1 `' I , Y - e ' P 7-_ _ I T__-'l-_. _..............._..._..r......._......�. , �`^y, •/�' --T-`T T"`I"�I' ,._T_..,___.,, 'Y'"_5^-`i-_'i-' -6- T-- T-"i �_ c V C:1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL Be 1 1/2 AND 2. FOR EI.CO PMrtMMATE PLUS r '* { SHALL BE tTRST REDUCED TO A50. DESIGN WHO LOAM BY MULTIPLYING THEM BY 0:8 N ORDER TO AND PMNEN:MAN.E PEM LE RD• / l ` 0.03a` MIN I}il(8L F93NM) T 15 / 1 ' j(�a 50 Y• NEW !+ I Y - +{ � {�;,, COMPARE THESE W/ MA)L (AsD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TRTU 12,. 14, 15. 16, 19 & 20. - + .r:. i ,C:J z,�67` QED STEEL EDGE T-,,,..�' 2. 2#�0 1 2.fiS7' 1 4 .7I , �i-�1.. ft1 � f Q•- ` ' C@) MiNWWM 11iR PENETRATION OF LEIS SCREW. INTO THE W00Q FRAME !NM SIMM;L l 4 1/2'. No THREADED 2• ,2' ! ID 7YP. BAAMU A-033DE 5O MMM! OCriUi. �..f. `�M OETI&. ,�,T s.. �'F•,/ Y.✓7 i of %� IN ORDER TO VERIFY THAT :AOC ORS ON THIS P.E.D. AS TESTED WERE MDT OVER STRESSED A 331N INCREASE M ALLOWABLE PEN ETHATON INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REMM&D TNSNEAGE'D PeNEIRAT10N. � � � lZ STRESS FOR WIND LOADS WAS N M USED Nf THEIR M1N.YSIS. FASTENERS SPACMG TO WOOD HAS BEEN DETEnWNEO IN I EDGE E CAMMINI ^7 __ EDGE r ACCORDANCE WITH N.O.S. 2018, C.3) MINIMUM EDGE DSTANCE (E LAG SCREWS: INTO WOOD SHALL BE AS IHOICATED IN THIS DRAWING I __ LpETA� A I 4LET I L.DETAR A t 48.8' STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEREIED IN ACCORDANCE WITH SECTION 1626 OF -------------------- 6. L-7.3'sb 1.36. ---------------. ' GGQ„I � THE AMC MENTIONED CODE AS PER HURRICANE ENONNEERING & TESTING PC, REPORTS 4S-589, 56-570 & 98-T30 AND CA) MINIMUM PEI ICAI'0H OF WOW 6USING SHALL BE 5/8'. 1/4' e-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM ,v 1 # - £0 M FENESTRATION TESTING LAB. PC., REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201,. TAS-202 AND W-201: SHOULD 51=0 EXIST, AND 1" MINIMUM FOR WADS WITH NO STUCCO. t---�".-S•%' ` 1j'�^ l- - r J i � ®TAS 20 STANDARDS. TEST LAB or SDUTN FLORIDA ReFoRT llmmo1-op, AS PER -TAS tat, TA$ 2o2 AND C-S) MI CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS i# POUND aH THE exisTim T ST�SRilt PANEL @k END STORM PANEL J I % 1; As WELL As AMERICAN WAU. RAG SHALL LSHALLBE S LONG ENOUCI, .1 REACH C. MAN STRUCTURE BEFIMD SUCH PANELS. j -�•� 2. ALL ALUMINUM EXTRUSIONS TO BE 6DTf3-T6 Mlor M10 TEMPER. (UNLESS oi11ERW15E NOTED), $£E SHEET 2, ANCHORAGE S1iMt (E As MEHTCNEO IN c.1). c.z) & c.4) � - f,�, 4 � � ID 3. ALL A LAGNUM SHEET METAL USED AT CLOS1I CS SHALL NINE 31105-H14. ALLOY. (0) ANCHORS SHNl BE INSTALLED MLLOWING ALL OF THE RECOMMENDAnp16 Apt TONS of THE ANCHORS MANUFACRIRER L � _.-2.1E7' / l _J - - - - _ U4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUNJTY 91EIL ASTM A-063 GRADE 50 MoNANAL 0-60 PMYZS END NF i l . TOO- gNy.# 126 / f/OA.YANRED STEEL DESIMATIN W/FY- W5 kM (AFTER ROLLED). 8. PANELS MAY ASO BE INSTALLED IMMORTALLY FOLLOWING WSTAiLATION DETAIS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 W/ I�wEo � 1 l iDU- I -.tom•:.7„�6sSLIM PoVE7E0 S.S. SNO ��7�'-� 3^,BOLTWf 7 X3f32`1 NI-.20. t a�-30, 12J'• __ _TT41 -- 750' BOLTED PANELS W # N 1. - .t80' ---t r" sEfeEs 5174 stxEs UNBOLTED PANELS THROUGH d) iJRCEPT THAT HErOERS�&(� SILL Oar BE USED. '- & a . TG ANCtE • W ALA[£ (SEE SECiIONs As -._ /8' 4 _S._ } I W NGNUTS 0 FA OVET6M r 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AIM SERIES OR COMMON RESISTANT COATED CARBON STEEL AS PER 9, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ED VERIFY iFli SCUNIONESS OF THE STRUCTURE W9iERE 3HlRTER E TD BE •'Tt-� ' i : _.--+ 1 12 1/Y O.C. 12 t/a' 4.C. ~ iI i APPLICABLE) (SEE SECTIONS AS APPLICABLE) ,.-. DIN 50018 Wf 50 kM YIELD STRENGTH AND 90 hi TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUNDING COS r'' , '� t0A8' a .100 M3- L. l / w E A BUILDINGS -TO INSURE PROPER ANCHORAGE. TINS SNVniR SHALL ONLY ATTACHED 10 COt Tf.. BLOCK pt W'000 FRAME j g .Og3' 003, i 207 5* 2. 4.5C0` �{ O SECTION 2411.3.3R. 4 . 3,375' 'JB & BOLTS TO BE ASTM A-= GALVANIZED STEEL• :OR A,SI 304 SERIFS STA M STEEL, WIN 30 kW MM " YIELD "'*, : �. 00. i CtB�NI. 1 19 SHe QM 1 a � U ' V STRENOIR, 10. EACH REGULAR STORM PANEL WITH LENGTHS GVER W-8 THROUGH 12'-e. AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNA1NE5 ON. '.250` 1 2.r25• p. a 378 ti-!A+-1 f E . 'u, 7. ANCHORS TO WALL SFMli. Be As FOLLOWS: 9W & IOW ON SHSEMS 3. 6 & 12 RESPECTNaY; $HALL HAVIE A LEGIBLE AND READILY VISIBLE FANNING 44MUCTWO MINER OR y �.'� A a 3a5 •� .125" t �.- � �n �j U �l TEMNAdNI' TO SECURE PA1�Ls WITH APPLICABLE REINFORCEMENT OIIRNNO PERIODS OF HURRICANE WARNNIG 3 ' (A.} II= THE INSTALLATION CONTRACTOR IS TO i `! � { 1..-...__,..,.... w.w,......-5 M---- -�! �S.BOO"-+� �1.6W'� � . � 6) � C, !IEANvYCAUNNL ALL SWU'ftER COMPONENT EDGES WIaCF1 REMAIN IN CONTINUOUS CONTACT FlITH /+ hCT J ev {PilNi. A; „y. i < Veil TAPGUN ANGIORS AS MANUFACTURED BY I.T.W. BULDEK, INC. (W., f -3t92 P.i,) • THE SIILONG TO PREVENT WIND/RAIN, INTRUSION. ISO C VI .Fsl A. t A ' it--2:DUD" <.:.. t._.a, •,�._..+ � , 3 ' � 1/4 r A 7/0' CALK -It ANCHORS, AS MANUFACTURED BY OEWALT INC. (MDN, eo.3000 P.sw) a . _ ___ will-._-,_---- -- _ - 1 4 e x 3/4 SCUD -SET ANCIHORS. AS D131FL18U1'ED BY ALl P01NF SCREW. SOLT & SPECAµ:TY CO. t2. STORM PANE:. RtS1'A.tATiDN SNAF. COMELY WREII SPECS RNOICATFb N TTLLS OAAWIHG Plus A1N1'BUWMG AH0) 2o1NMC RECULATRONs ROtfMDEb dX)RFIETt•6 ENDS l3FPAFE1'S FULL D.M..�.�.1�# -- - -- _ _ __ _._- ] i '' ((AWt f,_3000 P-®A1 PROMW BY THE JURISDICTION MAIERE PERMIT IS APPLIED TO. END UP W/ Hamm EDGE. t�!g+.,) "b" + �;^,�, a a6 a ,,..-..--..-..-..-__ (t14-10 PANOM47E FEMALE O & PARS -MATE PLUS ANCHORS, A4 WWUFACTUREO BY ELCO CONSTRUCTION PRODUCTS. (N,T,S) V 11.®®TIE O "�' � sllt":LE � ANGLE WITH STUD MF6f ANGLE WITH 4 + 6 4 . 6 an _t_,—___.1 > � ,- 1 CF TAP -Clap ANCHORS. As MANUFACTURED. BY Tt81-FAST CORPORAYIOtt (1'a-36Oo P•4I.) 73. (a) THIS PRODUCT EVALUATION P ON DOCUMENT (RE THE PREPARED BY Tray EOATE FR.Is GENERIC AND 00E5 NOT PROVIDE INFORMATION �✓ REVERSE STUD r; MAX 1 W/to/2W/ 0. SW/10. 4W/ 01 635 ' w ._-. (WON. f•c-ST50 P+".) F01t A SITE CT EV L ATION DO i.e. DOCUMENT ilk SEE CONDITIONS BY TDEYMTE FROM THE P.E.O. •„-- 1f 4, 2 4. 3 4. 4 4, 5 5, 7 5, 1" tliN.'-'# M �,, {b} CONTRACTOR 'TO t# RESPONSIBLE MR THE SELECTION, PURCHASE AND I75PAESAT1pi NGI.ULNNG LIFE SAFETY OF THIS PRODUCT tj{.} & i/,4 �`4- .371V i 5W/10. 6W/1 / & 7Wf t 1 / U Ai) MRNNNIM EMBEDMENT OF TAPCON ANCHORS Woo POURED CONCRETE SHALL IE 1 3/4'; 2' FOR PANELAUTE FMAN.E BASED ON TFIs P"E.O. PROVIDED HE/SHE DOES NOT DEVOTE FROM THE C400MMS OETWLEO ON THIS DOCUMENT. r•-� e.344' TOP tDOE e-=I A86' .0�` --I .736`-•- F O AND PANEMALIE Phis AND 1 1/4` FOR CF TAP-GPoP ANCTIORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIB87IY. l O' PANEL ,EBB' t .4..r -•It "- I ./88"-+I 125',-7q�g4,Y- W. ]w SERIES ANCHORS: FOR CpOIffFE SEE AX ON SHEETS 8 A2) CALK-N & SOLO -SET ANCHORS SHALL BE EMBEDDED 7f8' INTO THE POURED CONCRETE NO EMBEDMENT INTO (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INV" IF MODIFIED I � 1. �'y.p63" .375' ..270•.6$8" .tMo' � �o � To FOR WOW SEE SECTIONS ON SHEETS 10 & 17 1UJ STUCCO SHALL BE PERMITTED. 1/4- d-20 SCREWS USED SHALL BE 1 1/2' LONG Mp�AAi SNDULD STUCCO EXIST, i f i ,g2S' _ - ; - l ) ANGLE • 12 t/2. O.C. � r� � 14- NOI'I" MNIMUM F1RT "IS WITH! No STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PREFIF.CTS SHALL 13E PREPARED 8T A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE I JEW i Y 1 671' l t.871' 1 fil BUT WITH WING NU75. ENGINEER RECORD (E(LR.} FOR 712E PRDJECi AND WHO WILL. BE 7tE5PONS�E FOR THE ; 1.051 j 1.34, 3• OBY .Q i-3OO" �� '� PROPER USE OF IM P.E.D ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE I 16Y FaR ' R r 9@, I.B S' 7$D- REGULAR STORM PANELS A ELEVATION A.3) IN CASE THAT PRECAST STONE- PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD BOARDS BE FOUND ON THE PLEA. ENGFEER, SHALL SUBMIT TO THIS LATTER THE STIR SPECIFX DRAWINGS Foot RE'dow � LCG,TON AT `. . OWING WALL OR FLOOR, ANCHORS SFNLL BE LING ENOUGH TO FEACH THE MAN STRUCTURE BEHIND SUCH i �' EWE[ &MAP { - � •may. � � L--A^ .08fN• t L '--'-} N.T.S. PANELS. mclioHADE slou.: E As MENTomm M &I) AND N A2)• (a) THE P.E.O. SHALL BEAR THE DATE AND ORIGN AL SEAL AND SIGNARAte Of THE 1 """ i----2.0001-1 ENOREER of TTECORD THAT PREPARED R. - 7 $� KEY HQLE WASHER .025*0 (B) To EK1c*,!t+' .e Ocx WWII AWN C-9O_ 14, SHUTTER AMRUFACFUR€R5 LAPEL SHALL BE LOCATED ON A REVILY VIME LOCATION AS MIRM I t��1 "C" �p�. ,Fa�t±� p �=)/ w Nr �g, 287' 1/4' It- W t f4" a TAPOON NNCHORS AS MANUFACTURED BY L T. W. BUiLDIX M. F�-•fl63` V r BAfilI.ANGLE � *t(� C TRACK V FJ.AT PLATED DMALT PANEL $HURTER IN WITH SECTION i709.Ra OF FLORIDA BUILDING CGOE. Ott L48M L_;g94` WITH Ks"Tlll) (FAN. vfi1aAA-I W}CIlE VAlEY) 1 Jf 0 X 3/4" SQ ID-SEr ANCHORS, AS MANUFACTURED BBY ALL P SCREW, (SOLI * SN. PECIALTY CO. FLORIDA THE SUILP q EYER1` OPENING. LAeEiRNG To COMPLY WITH SECTION 1709.:9.a � 7NfE M CODE-i � 09�(MST �,W NT � �..__._... - lW14-10 PANf3A1ATE FEMALE ID AND PANFIM4TE PLUS ANCHOtS, AS MANUFACTURED BY ELDa::CONSTRUCTION TlNfS SHM;L ONLY 9E 1ASE0 TO. MF,. is' to" PRODUCTS (ANAL !'€-2071 P.a.i:) 11++NNNI 0% aBTA7N PERM75 IN THE srATE OF fLOROA s .81ia m t. �, � �FIV - 1/4,. �ill+1 - 1/4' a OF TAP -MP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION AW �,R A 71 .375^6 -'-- 'A -•' � i B,T MINIMUM EMBEVNNENT # TAR+CpN .ANCi10R5, ELCO PANEUMATES AND CF' TAP -GRIP ANCHOR, INTO THE •••••• ••� FLORIDA 0UILDING .CODE ,}1F iN Valaol HUYriC01H1 ZOM T S No. 44167 MAX E`,RP i 4 1 yt ; • EN ' FLORIDA BUILDING CODE ifi9h Vello H- (Gone Zone) R JC FLORIDA BUILDING CODE Hr h YelGEd HMEEhant Zans'' BLOCK UNIT SMALL 9E 1 1/+', ya amm W Eql Xe 20 GAGE GALYAtlrlrb STEEL STORM PANEL PA' 1s3PMa: W_ 20 GADE GALVANIM STEEL STORM PANEL rP. B.2) CAlI(-Mf .4[ sa.TO-sEr ANCHORS SHALL BE EMBEDDED a/6•. NHro THE caMGRETE LONG UNIT. No 1�,�,A. N0• � 167 x DRAWN Q1 .ae3,:,.W :; wi Hurt �E '�1• s ; STATE Of ,• TaTDI". iK. 20 OAOE GALVAMM STEEL STORM PANEL ra. r �±�• � r I67S' GRAMN 1N s NO 44167 a sA 1 m INTO snWcca BAR. BE F!£NRXD1Tie. 1/4' e-za SCREWS USED sIeNL � 1 I/2` tales MI/pMtAN SF�STQ['L7D - /� i-OBAL PROTECTION PRODUCTS. LLC. m _ ® � HOLE V%fl.<'`�.1` !0 _. STAT rL ECCTOG, y/j ■[i CAA li" ;'<L �L 1ECQTWIN. 4M aW. 6I$1R4ET , Fr YY VV R * - �i 2flDU'-s, �`'4 t " GLOBAL PROTECTION PRODUCTS. LLC. ° CTI N _ — p�. '" GLOBAL PROTECTION PRODUCTS I.L.C. 07 EXIST. AND T" RM9IAIUM FOR WALLS WITH NO STUCCO. .< 4Aap IAr s1 SiPfEt aw G.e. 61 In. i�©` OlttlN' .' .:WANT t MWF' n' 333,4 20-T 76 �gz do :FOR 01 T w ,r a r xa a acaM A u'/'a" PHA (alarm 7s1'L'y FAM (ae )UN- m / - 6+yFAt' ' xfi.1»0... , PW m.HN, ¢. ,.. wX 2D-176 $ 2"XZ-X1 /4" N3TSNATNFLY, LaII Ware 1AYf WfGifi I & OaAE. F7- ",4 20-176 y, T xa a,xe R w v""" aNeeM R ANw P1O,O Cwf�i-mrs, FAX: (WRwo-6TW "AM .aiw.,A. W[ DIVA"11x �4ysfOryA fi "nW-00MI'x.. PL w ALUMINUM ANGLE / H"'" xne` h ` �° ? ke tas4>aee-7st5 FAc 0")"e-M G ax '''i�sS NUFwa K� A ai N _ _ IFItT t O 28 - • a/8'ar3/32' 161Y91W(STANHLTSx CA-RW06T19 .aHu "„r oswF,.. - F+Ie ' pj "•-�eiG-OODF7IY m-w, - - - SFFEJ. dt NK3iEt PITIED SfF3T-)- E=E•AIONAE WNIEPr A TMd .k. Pi >'1 : a 2e NN/M• "N]FB A 4 P.L arra" - K r .u"Y"Ywc Aaf M0 3 w 1x �7CA .ZED]- +iy-......,:.a � .. 1.! •. !l:. 6UH& 10IFF Mum ALUM&M 1111111 OUT MOUNTING sDUE Sfe-1' SCdiE 3f8;N1" E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 8 & 9) {TOTE FOR CONBINIATTON OF S7=. TOP & BOTTOM MOUNTINGS COMBINED RN ANY WAY TO SU NNSTALLATRON. - COMING P MONTE opeRm REDWRIM 11) '� TAP-C +'f,Y CON{ME7E AMGHn>oS --�� a IEWi11tEf)S 4N �,', yOF SkffEiS 8 1NA9N0H� 9} }•-• E ' ' * NEw 1' WIDE x VARIES x Ile J TIC% Ai(TM. 2U8£ OR t' x�i ElOS11N(N STUCCO/ P.T. MR906 PLATE SPACER � �'"' BAND i :NEW 1' WOE x.VARES A1NI. TUBE DR i' x VARIES N M P.T. 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T 4S Ile. 1f# e WFDkt 1A TAT'+ CNN(-N Mb AIWOR www 1M• 3 3 ] 3 2 1/2 .. SD•ltrw,(1 3 3 3 ] RAtiA!•1 'BWri 9+a, ] 3 3 if2 3 1/'2 4 ACWBL iE1 M•>aL 0�16•i EF61011 lfi .76 .m 2 !I y: MAXIIAM Ad�M.9 SPACM1b FOR E.D... 3 tJ2' A»4A O@SLON TAPCON OF TAP -GRIP CALL-W PAMOMAIE FEMALE ID PANDMATE PLUS SOUR SET APPLICABLE SEQDWM' I & MAIO" PANEL PRES3OE Rmu70 ow.) 10 CONCRETE t`ON@IETE BLOCK TO CONCAVE TO C'ONCFBTE BLOCK ro CONCEM - TD NOTE BLOC( TO CONCRETE TD CONCRETE BLOCK TO CONCRETE TO CONCAM ROOK TO Y EM TO CONCRETE GLOC( ANY COBINAOON OF DEEU LENGTN v W) a` N/A NJA N/A b" N/A 6' N/A 8" N/A NIX N/A 1 (TOP) 5' 4' N/A N/A 8' 6' B' b- a` B'... N/A N/A I (BOTTOM) 6^ N/A MIA, N/A 6' it/A 6" N/A 6' N/A N/A N/A 2 (TOP) 6` N/A N/A N/A 6- N/A: S' R/A S' N/A. N/A N/A 2 (BDT(OM) 56:6, -72.0 6" N/A N/A N/A 6' N/A 6- N/A 6' N/A N/A N/A 3 & 4 (TOP) >7'-5" TD V-;W OR LESS b" 4" N/A N/A... 6' 8- 6" 6" 6' 6' N/A N/A 3 (BOTTOM) 6. N/A MIA N/A 6` N/A 6` NIA 6" N/A N/A N/A 7 (TOP) 6- 4" N/A N/A a" 8- 8" 6' B' 6` N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2' b 1J4` t2 1/2' b i/4" 8 Y/4` 6 1/4' 8 1/4" 6 iJ4' N/A N/A 5 (TOPf84TfOM) MO. -53.5 WA N/A 12 1/2' 6 1/4" 12 1/2' 6 1/4" 6 1/4" 6 1/4- B 1/4- 6 Ile N/A NIA d (TOPAOTTOM): a' -a" TU 1t'-2' 55.0, -12.0 N/A N/A a 11'r N/A 6 1/4" N/A 6 1/4- 6 1/4* a 1/4" a 1/4" N/"A N/A 6 /SMOVM) 8'-a- TO 1V-2-. N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4. 6 1/4" 6. 1/4' 6 1/4' 8, 9, 10 (TOP) 0 6' 4' N/A N/A N/A N/A N/A NIA 6` 6" 6 1/4- 6 1/4` a (BOTTOM) L-4 OR 6' 4" N/A NJA N/A N/A N/A N/A d' 6' B 1/4' B 1/4' 9 (BOTTOM) 12'-4' OR LESS N/A N/A N/A N/A. N/A N/A: N/A N/A 6 1/1. 6 1/4- 6 1/4' 6 1/4' 1O (BOTTOM) SEE SLEETS 14 11 AND 12 FOR ANCHORS TYPE k SPACING FOR INSTAL A}IOM INTO WOOD FRMff 6WDRK7 MIMMI N MOM SPACINGS AND VMWWM SM DISTANCE ARE YNOGIID ON 'ORS SC149ULF. FO7 E0. LESS DMN RABO D ON SCI*VAE R� ANCHOR SPACING BY MULMLYRq SPACINC-SNp,Rf OY SC!&OUIE 6Y THE FOLLOWWD FM.TORS. RUN TM&. OMWION It BE PD3�IE. REB M WO MO OffW0 USRNi FACTOR SHALE NOT BE LESS Tm" laIARM SPACING IEOM VCR EACH AWIOR 'TYPE AT ANCHORS LEGEND. . AtNA1NWK I/4i ,Pre 1/4"! I/4. 114E TJ4S 7Y+A` pl GE TAP.iiRA m pU4-M ENID-SET WA mwm SPAONO: 00 3 3 ] 3 L tfR 3 f&CAW i%i Qb.) 3 - 3 ] tf] ] rj2 { ] 112 AEA xm QD' � FA•C.T OB Y Im ,m - - 3 1 - I-M INSTALLATION INTO QUAI $ MR REGULAR PANELS EXiONG WOOD STRUCTURES + , � I 14-f0 PANflAAATE PLUS r 1}-10 PANFI.MATE PM 74-1C PAN�/N$ PLUS 8 1 4' PENETRATION C ,� Y�, EN OM TO 6 B f 4' OPENEfRFT7O1 Y0• WOOD HEADER �` EXISTING WOOD HEADER E1O$TING VR70T NfA1Ep } 3 -•- T ,/ ,`' ' OIFA,• SEW ♦ ; : raw ww • j11 M. 1 I I � j VMS= s / WOOD READER. Y , j Y ' * Ile O.t. W000 HEADER L 2' i A Ile OL ,A 4 f/4' OL REO1ptE6_-. N"t I i ( REfNARW tan. / ` i ! ' SEE SCEOtIE Ott ' i SEE SCHIMME ON saRNRE cN l FOR AfXr. pjp FOR +*4` SEPARATION I I �._tO'. fORlFE1SEtTroM + TO 6{MR _ TTD tNASA.. I -- 1N,L PANEL i Mm. PALAL lENG1H (SEE NOTE 4) LENGTH i/{iM Sg (Sty NO1F 1) 1/{Y-N111' sss= (SEE NOTE i) 1BRAYOTaAP Ch �wwsW AEKA► i j I ]OL47WGEPW f ! I d i i 5GI7F I ( i "t" + ` DF T." MAH I OF'PP 7 I, f+ I !7t 1Y � 7¢t1 I e : r+ Nut t 1 T`r'J•a i BAD • � i 12 1/2" OL � � ! 4 a LAC SCAM 2"x4' WOOD„ iE 1 14-10 PANELMATE PLUS 25PP' WCQD Ply t 1 •( , t I -. s" O.C. W/1 1/2* 344- W4ai 1 f iC f MN. 7NRE+WEG PENETRATION AT REQUIRED , j I I $ ' RiODURED TIEB 1/4'.1LC. W/ 1 7/8` 9 \ ) 6 - 1 1A s BAG SCREW*. • REONt✓ED I' } I I MIOWMYM OF PLATE i I ( L-) ` 160 TEOON l-1 "�'E" 0.a sIA4GERE0 W/ STUD W/ T 1 • Im I Ir" TIIREA$E.D PEN6TRA , i + DIRECT 48UNi1NG�E$[ AT MOWIM OF PLATE /3LT£RNATTVE awDIREWT SCALE 3/8-1- MOUNT DIRECT MOUNT INSTALLATKM N4IE5: SCALE 3/8'-1- SCALE d/5-1- I, INSTALLATIONS FOR AC.TERNATNES &W. 9W & IOW ONLY VAUD FOR 1 NU1u , BUILDINGS WDT4 AS:O. DESIGN LOADS UP TO 4.4S.b, -48.0 P.IJ, AND `* PANEL'S LENCTN UP TO 12"-4* AA •t 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO at SOUTHERN PINE 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL 4$ Q�`• 'LIENS"' � y : • '� F •-'" FLORIDA..BUILDINO HI h V•IoaO Hunkon's Zo118 No. _CODE NatE FDR cs MTRntATTON TIf mcnONs _ ND• 4 6 _ oo nrLCo N` 20 CAGE GALVANIZED STEEL STORM PANEL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY _ * : _ = o , S �' �L7'• - GLOBAL PROTECTION PRODUCTS, LLC. B 6 L E M O 1N Kra BY: *7/2klB1W y0E INSTALLATION. R1� •: ..� "� �f"f�� •Y.1I ;AAAA 4egD xW. st sAaE'T T k E @ �IPANY OWE. FL 3M14 . �VI kk11 t ` p 41 ,p. M y r " f,iOML ro51NW- .m cAS+HSG-*147 2 SYA� ..��11 AAAIM a*1n +•a +eRr eoR OrF 00DS7R�t4� 18U: 17HIN•"P.E SFANSIONATUREfANE WML ti * i _ • l / i 0101AE4129161WIRE • l :1 • F .. 1. f+E ♦1 C.L 1tE01MtFA 1 4'! U'4 SWdtfWS ITT -a- W/ t I/2` {T oNDB vaA7Rw� Ww w/ iW A " M r °` 0 gLTERN T�y� y OOD FRAME ,ONDITIO S ANCHOR LOCATIONS PAMWAT PPLUS 0 E MAX D 7M T PENE K AN In w 1 WOOD I &SSE: !JY - ,• PLATE MOM : A4)WER �K m NOT S WN FOR CIARIN 1N 1NNRN WA I*� MQUNTIN J{�MINL T10N ��A TIW ALIERNATiVE 1W ��`;yGENSF z SCALE, - 1' $ T FLG tm1FS * Sj OF ' W I. ILRTALADOIS ARE ONLY VALID FOR R11U NOS W7Wi AS.0. DE90N 11VD5 tHR TO A'•, +ssa, -Tzz v*t AND PA+¢ s LENmN P TO B`- r, -� L�ECC INC. 2 FOR NEW 9/06D T1tti{E COPEISW F m O COLIAS t0 BE SOUDEM! f��*y 'C •• MPA1Y PIE.N*. 2, WJ �Erafc 1TETERI' OF Om DR EOFAN..fR..aRw M.fa.]*L_NGIN.RING C M1�#wffi N -co O N N M2 O C .� C6 U - W O O O O W cu 0 co LL O . U) Mn '0� W L_ O Q' O L /�� ii .� ��/�/�-� VJ Q ni My N a 0 o 04 o CL cco CL I) co weo ' L+ 0 UJ �• v J co O CL U O S.W / co W SHEET SHEET NO. SH 1.1 a, MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATIONI - - __ 1__] PANEL RATING (P.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55A; -72.0 a' -a* 2 3/4' UNBOLTED Z. F INSTALLATION QIMIL.1 FOR OPTION #2 FOR LIFE SAFETY SJQHM PANEL SYMM INTO EXISTING POURED CONCRETE OR CONCHEIE BLOCK STRUCTURES 1 R TAPCON ANCHORS �4' iWCON ANCHORS 4" TAPCON.ANCHORS Ile TAPOON ANCHORS B' oca• oa'ia" Q.D. P11UREa .� POORER CahERE3E„ ' POURED CONCRE'YE i . POURED COMtl i aR CDNORETE� - OtU COiAy6,TE OR LXTNCR o IX CK RMUE 9rDCw REETUNEb8LGG4 flEGUIiED - ip.00R RECLINER1/4 i feE .4 i �D.+ Eg!L'i i i ,l 4 ! i ' �_ i rr U m � j aPa zawrlwx m ! I ; + w. qta/Darnam�Edr m I ' i. I WEaKE tt I i i- = I- { a r a4L AD AT w E>BSRrIG,,,j CLASSi i:. aA@S L._�� ,.„F tR058 1 j e GLASS ;y � j.. 1 �9 i..-_'""4� i ; � ;flat.+-..,.._ ("--- fin. ''-„'yS, ' D• `�i 1:� 'Y& 1 f' cu t/a'w.amf• I k i a9uAa • i 1 ! { o1one m r `F ED ®--CDi A-t EE.O.+,q 1/*=/3214"S5.Mwf4Y^2oai{4�S.s: N:T. AS /7 T DWND RUTI9ASHER k (' - "4. (P)32 WNG tot! WASHER 7 ll•tl z 3/32' WIND NUT ( I""'kw 7 "P : 3/'12 L O 32 t/r O.C. { L k)T WASHER (@EYCRND) ( } I - 1/4' TAPaON ANCNDR9' 3;__._.. _-_1/4• TAPtOH ANCHORS 1( +, 44 ANCHORS r 4` L._"� 4 1%2" QD. ._.._. __# 4 1/2, a.c. *r 4 q 6 7/.R' D.C. (sTAGGEREP W/ slw) 4-. (STAGGERED w/ 9W) OR Wl fE BIQCK ETE OR CCOONNCRETE at= L--OR,amoow= LOCK L-TiOObttWE. REQUIRED REQV= WALL- � WALL Ham! MAW7'ION OVAL momm I + �TKIN WALL YOUu 1 I Ar F ALMON O REGULAR mm �(� 4 REGULAR PAW_mNEL 4 LIFE SAFETY PANEL SCALE 318'.1" SMEE 3/8`-1` +t y, SCALE 31r-l' SCALE FLORIDA BUILDING CODE h YaWcit NU Cone tens REDUM 8 ty� 41 : * lmB4D asEca. !C 20 GALVANIZED STEEL STORM PANEL FP. tlRarl sT sSPACM_* c TEt1'"'`�' GLOBAL PROTECTtOM PRODUCTS, ULC. Ampol C�L,O H19 - ENe. 4 W[A,Wh81D3DR qMQ y�„cC',4 � •`*� w.W. z� r. ++rWw rt P : DNHXN-1Da. rwt O�47es-DTat 20-i ifi AN NNA ,E. .Ix a N. w rnI ONANO Wu - A0T14u. P,C rs � 9WDf'17 # tF 8EO WIthT ,P # 20 F9R ANCH]ITD iYPC s nP,u!NWo PtlR aa@TNUAxw� MOD WOaO 9hgM. !ow AWDiPR BRICPq HJ a iRME 6UEtWHR MIDLiIAI AIiCOhNi AIRb MINIMUM FD6E 0.8flJRCE An DIACAiLD an 1116 a IAMISIfT11b[II WnPlxls BzJ�a Hplb1A.E FOR E.D. [EDS T11MN K2xLYDEO ON sc1lEOLnE AKKa1dk SPACING NW MU.TIPLYNG >p/1W4 sHaWI ON Spall1AE iR,a,A4r1 DwIM WeN Gx1 a d1AMW,iA ■OErMD wDmlw @i TH[ RXd04aKG FACMMIS. fTlt 198 OPFRA1IDAd TO � POSSetE. IWDH1Ct0 t t JY � t Ij2• - SMOAIB OW.�D FACTOR 9UWL TAT sE ti35 T1MN L4NYMA1 WDICAIED FOR FAOki .VICFbR TYPE W! 7)eS 3O,dDUIE 3• 1m _ D1 INUAL A ON DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED QQNfiRETE OR QgNCRETE BLOCK3jRUCTURES 1 4 TAP= ANCHORS • 7d4" TMCDN .ANCHORS O 4 Q.C. � ORE COniCRE�cRETE9LOq'1�pp ��DCatTCRE'TE &GUILT P '4 1 1 4- •C 11/4" 1s S i a GLASS 1 I ` � CUL55 1 I ; r R- EfvSf I ( i 1 ! /g14-IVO PANELA1TE PLUS Wf " /6'm 3/,I 'm I. WASHER 1w10"0 PANELHATE PLUS W/ I L 3/32• WING HUT x D.D. /e'4 x WASHER (BErowa) �"�"'-GAR TE "'- G4Ht66.TE-&Acac Dee FETeREJWOCK REQUIRED REQUIRED Q REdULAR PANEL SCALE 3/6`-1' O i,�FE SAFEiY PANEL 01wn SCALE 3/8".1' �. M� LICENSE .+ a £ NO.44167 y FLORIDA BUILDING CODE (High VelocityNo cone tons �nsma 2G 20 GAGE GALVANIZED STEEL STORM PAN ar - opcum TE _ '.�'F lOR "'�' GLOBAL PROTECTION PRODUCTS, LLC °' I 0N0. �AAH1 �NAt 57 StREEr Hx1MMN� Aw as n N. NA A sue a mrN nuRc 0s« Ds n ss7u 20-176 7wrArshD47ew-rrcT RM.,omR+nr-1rtA.AA:D+n-tmn,.. G-iIGCInM IAur Pus xne #MRXNC Mm P.E. Tr/U/WGNMLIftf/O41C WN.116R A TRLn dn, PS r _ 11 SHOST I* M 20 11 8fE $ME2T' 19 ! � FOR ANCHORS AIDE k tAo0ue1� SFUMYINS E"dR wRSTAt1ATKite INTO WDDD 1eG NINRR IAOHeHIC.a 3�3 ANEMIA At4^IIOIt DPAGLReS A1W HALMIILIM LOGE 0®7'AKCE AR6 RIDIC•.i20 ON 7lLL5 . waNWwRr OP,mw. W J D wLIEDLAE FOR ED. Lffi THAN MATED aH �Jwo[A.E REouu ATE SPAmG BY MHAT@RWNG 9PICNC SfIBNN �1 9tlIF'DIA.E Pmra,J rao.IP arA W 3 S,j1... 1Vi6PL E0. �L D� A101gt 9Y tLW i'OLi.OWMG ETILICIRS. FOR 74a3 oPaaLTiot+ ro BE POSSIBLE REmICFD 1 I/2' �ALWIo o6TArxD LrSINR FAeTQR SEtMI. NOT EE LETS THAN MOMIWA SPnxx10 MGOATEb FOR E7saN ANCHOR, TYPE MT SHG SGIKOLAL D1 - -E--A N U) CID Q� U CL c 0 Cu -0 a- � O CU O Cu U) 0^, O Q O W 0 O CU LL 0 • U) O O 0_ Cu `/29 V) 8- I STALLATION DETAILS FOR OPTION , FOE LIFE SAFE STORM PANEL TEAR GENIERALmairm VA INSTALLATif�N DETAILS tF�B o�{gy �2 FOR LIFE SAFETY �TaRM ,PANEL SYSTEM INTO l� EXISTING v ��Q �T ttLF-z w� s 15Aw�- SYs�u INTO EXISTING WOOD STRUCTURES 1 TO XI T^'y� 0 STRUCTURES 1. E-z NANG STORM PANEL SHOWN ON THIS PRODUCT VALUATION DOCUMENT tP-E.D.) IMS BEEN VERIFIED FOR COMPLIANCE IN 9-1) MINIMUM EMBEDMENT OF TMCOH ANCIiORS AND PANELNATE FEMALE TO B PANELIMTE PLUS INTO CONCRETE _,�tom�• I tI - ACCORDANCE WM4 THE 2020 (7th ELATION) OF THE FLORIDA BUILDING COOS. BLOCK SHALL BE 1 1/A". ,,,� DESIGN 'WINO LOA45 STNU.L BE DFTERMNEO AS PER SECTION 1@2D OF THE ABOVE MEN11O•ttED CODE, 8.2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8' CAU(-N ANCHORS 8RWL BE IS 7/8''7Kf0 CAPE, FOR A WND"SPEED AS REQUIRED IMY THE JtRN5QiCTlO14 WHERE THESE SHUTTERS 1HLL INSTAUiD AND NO EMBEQIMENi RNTO'ATNW' FINISH MATRO'UA. SHALT. BE. PERMITIE6: ++ O AFEDF7aFR NEDADER MENDER ,, ,,. I HEADER FORA DIRECt'w NAUTN FACTOR Rd-D.BS. USNG ASCE 7-1@ AND SFLALL. NOT EXCEET) THE MAXIMUM (A,S.D.} t/A" I-2D S5 5#7EWALK BOLTS USED 5W+EJ. BE LONG EHOUDH(SHOUYA. ANY FINISH MATERIAL EDtlS7} TO P1 O o. °€ OESHGN PRE'S' M RATINGS INDICATED ON SHEETS 25 A: 26. ENCASE 3/4' INTO ANCHORS. i�V M . 4 4 P TATti'IDN O @' O.G. 1 4'A TAPCDN O 8" O:O. IN ORDER TO VERIFY THE ABOVE CONRRIQN, 'ULTRLATE DESIGN WEND LOADS DETERMINED PER ASCE 7-IB %.. 1 }`P TAPRION O $• :TLC. 1/{'P TAPCON O. 8' C.C. - - % 1 I/2" MN. TLifWADFO 9F 1 f/2^ 6Wt. TtNFA8E4 //1 rf/I' 60d.0 ".'. tJ41"4 TAPCGd OTD W 1� 1 ' f817. TNIIEAbED '91 "--'W tx 1 tj/;<•` Mtx. THRFMEO // ON AT WOFJb PEYkTW:T,ON FT WOOD HEADER ik7N M WDOO # AT WOOD TO COMAE TH SE W1 D X. AS.D• CEESIG PR LOADS BY MULTIPLYINGINDICATED THEM` BY ET N ORDER- TO D.3} N CASE THAT PRECAST STONE, OR PRECISE CONCRETE PANELS BE FOUND ON THE EXISTING WALL, �.� N HENEWITI pf :. HEADER444 IaFNMA i IiFA0F3t ryP�R w � W� T / e HEADER TO COMPARE THESE W/ MAX. iS.D) DESIGN PRESSURE RATIOS INDICATED iN1 SHEETS 25 & 26. ANCHORS SHNi � LQwG ENOUGH TQ REACH 7)IE M,VN SIRUCTt7HE BEIBNLi SUCH FILETS. AHCHINtACE � �^„] X SHALL BE AS MENTIONED N B.1) AND IN 842). fV 1 INCREASE N ORDER TO T AND p M1/2" I/+- { 1/x' 1/{• 1/2' I/4" / - t/2' 'I'll , -- 1/4• ` I 1/2' ' i/4• ABLE STRESS � WIND LOADS WAS ANCHORS USEDaILN TOUR AANALYSISIS. FASTENERS SPACING SPACI G TO STRESSED. ABBOT ® u L.i 1/2• N ALLOWABLE >a�, 1 �. 2" l \, �' s tt e - .J DETERMINED N ACCORDANCE WITH N.O.S. 2TD13. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFMTWNS OF THE ANCHORS O y x•.. I ; WOOD tIFADER i 2• I I WOOD HEARER f 2 ,�, r k STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE REMAKE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF MAN FACTURER. Lo Cam, i • i i i P "' i I REQIRED MS^' t REQUIRED 11 k r (�- THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING -LABORATORY. INC, .REPORT % 2032. AS PROTOCOLS TAS-201, IT. rt SHPl.I. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 'TFIE. SOUNDNESS OF THE. STRUGGLE Wk1ERE SHUFIER. ° I i d r= I i ! I TAS-202 AND 1AS-203, Is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TD CO4CA m BLOCK. OR WOOD FRAME BUILDINGS. \d ANT ( 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENNG ACCESSbNG THE OPENING FROM THE � ,5 >v INSIDE. W/a THE USE OF A LADDER. OR LWT. IM APPUCATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED •. 1 12. THE 1N45TAWST'Xiw CONTRACTOR IS TO BAULKY ALL SHUTTER COMPONENT EQGES WHICH REMAIN N CONTINUOUS FROM THE 1NStDE OF STRUCTURE. SFALf �' 1 , ate w AEANZh9MM r = r {. fWa, sQutwa,oa i iii 1 I y .Rbe I ; LEN".T WON THE BUR.OND To PREVENT 1RHNOJRAiN INTRUSION, GULL AND SEU. SHiItRER TRACKS ALL AROUND FULL.. .. � - '� S" MmG. CLASS` ! . { i PANG LE T �. M'°' ' ' , i t• Mox. (gAfiS QEE 241FWu;E'--- ' I "[ 4.r^ iFBM.E,.. PERFORMED FROM THE INSIDE of STRUCTURE. G4) r" 1. TO Wm I , r CUTTING VMS I ' 10 6Rtd2 i 3. SERIES Ttl00 INSTALLATION IS APPLICABLE TO SNH'D.E AND DOUBLE HUNG STYLE WINDOW" WHEN N$TX1FTfDN IS RFJ]1tatED 7O BE #P t ` •r-r TN Wit 10) I PANEL. LENGTH Uxl tAfLr r I 1 I ,3. STORM PANEL NSTALLATION SViNt COMPLY WITH SPECS INDICATED N 1105 DRAWING PLUS ANY flUItONG AND ZONING i (SEE /KlIE , BELOW) ' EL Y64 i , (SEE NINE 1 @ELOW) O 1' Aux I { T t47 G i REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. FX51RlC LSM1 o numi;yN { PANEL tENCM yu,. DD4M,IDM , , i PANEL LENGTH Ion tW,: Nsvti.TlOr1 , , 1 4. SERIES 2000 INSTALLATION I5 APPLICABLE TO SINGLE RAID DOUBLE HUNG AND HORIZONTAL SLIDERS STATE WINDOWS f'MEN (/d i W O - I ' - (SEE NOTE t BELaA7 EORRM: m mADs , 1 --__ -- (SUE MQ1E 1 eELOW7 TO at= , ` 11pz- k U "L• i1ax. y Q1A55 Obi e ' ; 1J4'P- ,•_ - ; TAA Usu srxmu (� smam E r ; PANEL LENGTH PANEL LENGTH -. 10 FROM S[RUCTME. 1{. INC.E - 2 tMTRG STORM PANEL SISTER"' N PATEHF POMIRMi. ' ,�, ' i ' w tREET 16) i i ! I/s•P-20x1• i �INISTING LHa SiEEi 1� I r (Sfi NOTE 1 BELOW) 1/4•P-20x1• :. ; t5££ NOTE 1 BELOW) 8. ILLATION -IS RE9VtRE0 PERFORMED THE INSIDE of - ATRIUM WINDOWS AND �DWRS � LTS I S.S. MS. W5.5. M.s. ALL AUDAULNM EXDYUSHON$ TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS DTLIEffF1H8E NOTED) 15. (a) THIS PRQWCT EVALUATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER LSQENERLC AND DOES NOT pRCA7bE ' i sDillElyElil+� I f i i ' 32. { JJJ wtne ' r ' % NFORwiiwl9 FtBt A SITE SPECIFlC PROJECT; i.P. WHERE THE SITE CaNOfT1OMs- DE7"IpTE FROAU THE P.E.Q. t p _ GLASS a 1 j 7/@1 x 3/32' 1 1 ! NRUT _ WY 1 ._- �. �,•-- { D - _�-" � 6 N0 NUT I ' B. ALL ALUMINUM SPt£E1' METAL USED AT CLOSURES SHALL HAVE 3tO9•-Ht4 lff:LgY. TO BE RESPONSIBLE i01X:THE . PURDIASE AND IiASTAI%A79ON INCLUDING LIFE SAFETY OF .I i I ' } I ' I �1 <► TAPQOw H ( I { A ALL SAT S ET PANELS SHALL R� .STRUCTURAL QUALITY S'IM, ASTM A-653 GRADE 50 Min.,. O&VANIZED STEEL THIS PRODUCT BASED ON THIS RE.D. .PROVIDED HE/SHE DOES NOT OEYNATE FROM THE CONDITIONS DETA)EED :ON a •'' ' _) ?✓ Om /FY (AFTER ) TH$ DOCUMENT. C0145MUCTION SAFETY AT SITE IS THE CONTRACTOR`S RESPONSIRJUTY. LLL 1law �PFNEnMA14N A7 ! i k i s 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RNAUD IF MOORED, t3U N MmWam OF MUTE �± I II ' j D6018 Wf 5O qi tTEiO STRENGTH AND SO kat TENSILE STRENDTH & SNAit COMPLY W/ Ft,ORiCK BUtONG CODE SEC110N 2411.3.3,4. - 1NLr ) f" (d) WE $PEOTC PI CIS SHALL BE PREPARED BY A FLOROA REGISTERED ENGINEER OR ARCHIREC4 WHICH WIU, 9. BOLTS TO BE ASTiH A-307 CALVANiZEO STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 38 AM MNWW YlE1D STRENGTH. BECOME THE ENORiEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO WILL EIE RESPO4516LE FOR THE PROPER ¢ L USE OF THE P.E.D. ENGINEER OF RECORD, ACTNQ AS A DELEDAtED ENGINEER TO THE P.E.D. ENGINEER. SHALL 10. ANCHORS TO WALL SHALL BE AS FOLLOWS SUBMIT TO TINS LATTER THE SITE SPFC3M DROOKS FOR REVIEW. CONCRETE ,K • ` I.) THIS PS-0, SHALL BEAR THE. DATE AND ORIGIRNI. SEAL AND SIONAtURE OF THE PROFESSIONAL ENGINEER OF s: j - ;jjjj A) T'IO FXL4TTNC -' 413er 1/4"P TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BWLDEX, IINC, (MIN. f'-3102 P.si.) RECORD THAT PREPARED R1 4"P- 4'S.s. Ms - - . :;,»... I - Tf4' i 1U 7ffl" CALK-N ANCHORS, AS MANUF'ACTUNED BY DONALT INC.. M, r -3000 pa.N. cow, / • 2N3/ W/ „ tf41••-2tALT 4'S:S.. MS. W/ „. , . ( )16. STORM PANEL MANUFACTURER"s BEk. QN : Y MxS .. ./ i. - 14-. M LA SHALL � 1.00.A'IE)F AREADILVISIBI:E LOCATION ATSTOW PANEL INL /P /3x"WMX7 NUT , 7. NO. t ✓t.. 10 PARELMATE FEMALE ID 8 ARELMATE PLUS ANCHORS, AS MANUFACTUREDI BY ELOO CONSTRUCTION PRODUCTS. �yF NG.. NUT it #..... _ 1,�"4 z 3/3s" WINO WARIER 6 t2 t O.A /8 Hhe3/3X ,M1 NLIi ' r v`,r , ACCORDANCE VA'TH SECTION ti0@.B3 QF FLONIDA BUhDIN CODE. ONE LABEL SEUd t. SE PLACED FOR EVERY OPENING. L•• +f- } LABEUNQ TT1 COMPLY WITI SECTION 1709.8,2 OF THE FLORIDA BUILMNG CODE. U 'p�*' s 1 W-3350 P21.) WASHER O 12 1/1' Q.C. , I 9 } Filet rusHm (LIEFKNffi) €. I I t } ION, tH V € WAS!#7t ($flYM/0) ', ._ � � I [[ i� I, v 1 4� TAPOpI e C O.C.0.C. ?f0."P TAPCON O 5' O.C. 9 1 1 4Y TAPCON a 8. O.C. i ` j NUT -}- A1) )RNAWI EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4- AND 2- FOR PANEIMATE f ;; tSTNBOF b W/ sTUDi ; t 1 Ac D 'IF/ 9i 7 ; I 5. ! i I�•iKTN AT Mint ' T �C ! ` 2r,.WC WOOD I I t 7 R ° 21f °' REQUIRED 3 ( i d WING) � •�1 , } L _ E! FEMALE W A PANELMATE PLUS. L W 12• AWN. T18iFA6EH N t 1 x' MW. TkWEAOEO •!1 # PLATE REQIRED /ht ��TWN AT MIWWDTH /� // y{ ` - PEKEIRA , PEIIETRATgN AT 1109YA1TH I ; I • WDOD PUTS ' WOOD PLATE (,r.. - . p7 IOF PLATE ftM1D PAs>rTA41s' I _ {) /14-t0 PANFSJ1t.TE I I ) MINIMUM EMBEDMENT OF 7/410 X 7/8• CALx-IN ANCHORS SHALL BE IS 7/NY INTO CONCRETE. NO E SEDMENT INTO ANY FINISH MATERIAL SMALL PERA@TTF9, 2'k4• WOOD PULE [ 2'x1• WOOD PLATE O@ t/4` O.C. W t 1 1 I�/IRm MN. THRIIA ED P€}�I'f1Oi 1 MIN. THUD PENETRATION ~ i ! { 1/4Q" P• OE S SIDEWALK BOLTS USED SHALL (AN6 ENQUGH(SVK)ULD ANY FINISH MNTEE:M. EXiST) TO ENGAGE 3/4- WIMM NMI AT MIDWIOTti OF FIhiE t AT ARONIDTH O PLATE S ,((TALL YOUNriNO IN5TALLATiON 2- E A Tj�"N SCALE' 3/8*'•1' A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR. PAVERS BE FOUND ON THE EXISTING WALL OR SCALE SCALE 3f8">i'. £MUM FLOOR. ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �CEN�'.,•.J�'�S VRtLH NNRHNBINI ND.44167 3f@"•1' SCALE 3/@".i` W W41 rryAA � A5 MENTWCD IN AY) AND N R2). fi �� AENI�t/r 9 s / ✓ '" (B) Tit' E?i Ii+'DraO N:DNCNFTF RISK wg.;• z BENS sgkE SCALE 3 8 -f. - ,(c . z ,, >) N FIL fLORIDA BUILDING CODE HT h VNaaR NMrrTaons Zons �`: } FLORIDA SUILDING CODE NI h Velocity No cons Ions t 4 t TA} G0N ANCHORS AS MANUFACTURED BY I.T.W. BUILDER Rle, = $ FLORIDA BUILiMNC CODE Ni h Va11Io Nor no Zone I. INTIA LAD NS ARE ONLY 141UD FOR MGM WITH AS,D. DESIGN LOADS - - / - UP TO +SSA -7LO PSF AND PANELS LENGTH UP TO W-x. _ N!r 1 : s • We P.P. t N} 44167 Z Pao wow M 20 GAGE GAIVANiZED STEEL STOW PANEL FP. - 1/4` 0 X 7/5" CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT NC. (FIn-130D p.x.iJ - O � am exrm. INC, FP. ND• aF - 20 GAGE GALVANDED STEEL STORM PANEL r _ .e 20 GAGE GALVANIZED STEEL STORM PANEL 2. FOR NEW WOOD FRAME CONSTR UCTIOR W0o0 WrAFae N BE SOUTHERN z : _ oANWI fn, 1. INSTALLATIONS ARE ONLY VALET FOR BUILDINGS WITH A.S.D. DESIGN LOADS * • * � '^� OR41U1 � /14•-10 PAhV_WATE FEMALE a AND PANELMATE PLUS ANCHORS, A$ MMJWACTURW BY ELM CONSTRUCTION � '��•• � . � � ' OM'AN Wr: Pell NQ 2, W/ SPEC&TC DEt>StfY O.D3 OR EQUAL_ ie . rrurN.�r RR UP TO +55.5. -720 PSF' AND PANELS LENGTH UP TO 8'-S". _* - D7/>4J2aao PRODUCTS (f*.- l Pa3.) yA - W7 / s S ATE PROTECTK)N PRODU� �`� SS GLOBAL PROTECTM PRODUCTS, 11.C. ,,,E %w y 1N1 = CIS. U.0 oWE 1 1 a GLOBAL PROTECTION PROEIUCTS, LLC. 'i S .••• - ..ire ' Q ENO. 2. FOR iK;W WOOD fBNUE CONSTI?rDCTwTNi- WQLTa MEMO' TO lS-SP%IJHE FG -5� .. I- O , fL 33E74 I INC, ii: dXff4 ( ] , LARD AW: DI 2Ra.Ei PIKE NO. 2; W/ SPECIFIC DENSITY OF OM O R EQUAL . Ci URl` : 4D00 iW. D? DItiEET : Leon 5.41 51 IIiT4.iT xwawarea4`•>w, P ic'n'r" Ow PimrlDLDD)X- s I,-PD4)R�w-a»t. 2Q-i78 - _RONO .PINr1 A t& 0-1 DIW w- r`'if O°3 .. • •. 'TG "'mW`.1m . r . sll-tu+M1M - t7s+D. L'A+u 12is98 ^8T01' 201wmrRO No: f,'�RWNa"an Ya o :' Ddel xn-ixn " THa4E iPS170It , FAv: (.D47ea2-s7P7 ONWm no: Til1lN 1 tl P.E, CA-RNOdTtR dw �reuwr s.w : aA DRAW Iw: Atll7l iHURI � - TBL04-000"It P.€.. @FN✓4o8Ni1ttta'✓aiiE MWL GAAWOf1Jrw P ro.r AxL77A A 1WG+1 A•, P.L r W1E1 4 # m 1 _ _ a ' ' E # 1T PANWS END UP W/ Hamm EDGE.' R,4G052' HUN ISeETRIC ROUNDED CORNER O ENDS OF PANELS END UP W/ HEMMED EDGE. (NT,S) [ --125" F I $ I ,,; i , Loss° {tvP'•) LLi r 3` Max. Q a3NMD cX UM, IAII S STOP BAR 1 T" LONG BOBS-TDRium. ALLAY LJ REVE .. "ITN TRACK lam/ R� "U" TRACK f} 2.RTORY 21>BO' r 2 �2.1XO'--J (TIP•) L_.-_..._-----s" M{x: _i.? 'AID t T 4 VA 2` (Ma N94, M, ANGLE 6061-T8 Alum. ALLOY r/P M. OLP -I I.Ir Mrx 4A 1 -0w oR tr & O fH s3E: S24 �!'Itlli! A-� 80TLE 3(St - 1'. MOTES (1>. DFnN Q OP SERIE9,M?Rxul, E - 2 RANG STORM PANEL SYSTEM CONSISTING OF PANE. + Canf, TRAOMS Top 3R BOTTOM. (2). },CFO PAt•$LS SHALL ALWAYS BE CONNECTEDTO BOTTOM TRACK MERWISE A STOP BAR CS} SttMJ. PROVED AT TOP OF SUCH PANELS.. (3). IF END PANELS ARE CONNER:TEO TO BOTTOM TRACK. CONNECn SHALL CONSIST OF ifA•i-2Ox3/4' MS. W 7 B'Pz3/32' WNG vlti OR 1//YPx3/4' MITI. THIDi)REw NTO IiWPfD BOTTOM LLX%R1ON CF FASIERERS !MY BLf AT ETSFIER {' TWO INTERIM FLAT FLANGES OF END PANEL. (4). N CASE THAT END PANELS ARE NOT O OffCTE-O TO BOTTQtf TRK:IC (t e. A STOP BAR IS ONLY USED AT Tapp)) AT LEAST TWD PANELS S)11UJ. BE CDNNtxTEO TO BOTTOM TRACK Lem SPECS TNDCA&I ON VOTE (3) ABOVE. N SUCH OAS£ CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION (SL SEE SECTOR V, 3" &. a ON SHEET' 24.. SEE ANCHOR SCHEDULE ON. SHEET 25. .,saeti 2%241* V/24 CONCRETE. ANCHORS SONEDDLE ON SHIST .., .:...._:.. + lAp. 1 _._ •� :.. _. D f 8 l� D 8 0 8 At..�.\ a i- : IT A. a W1505M, i a\ r _* 60 X V I 4 SELO* 40 X 'L• yA IT AT FJIQ � ��H It2• R •1/:l_f TA EPAT03, .y..n,y, RriE1ROR. P'L-•--tD +' UST PMEL o TD BE Dt1RTAU.€D AT EACIi�^^ CDPElAIRO TAXI AIWUYS TIE PRO` .D Wt REAR NAAWLE 10 mum BYSTALU'RON ��.�t P NTIO01" 70 lIE WRSTALLW FROM �� INSIDE OF' SlR4TC tI Tt4` MAx. GAP _ )/4• Aux. FLAP i ? zRA�m6MtE IaaanN ;c��s-� A' [Ab PAIma7 ;. SGlF 3j32" + t, 0). JtEf16C�tt (/t• ^tE)aE5 iNX70: E - 2 NANG STOW PANEL SYSTEM CONSISTING OF PANEL + ��a1t TRACKS AT TOP m PANEL.IANTE PLUS OR 1S` LONG C2]16 BOTTOM Wf PANE -MATES (2). END PANELS SHALL. ALWAYS BE CONNECTED TO SUM. WALL B7' MEANS O PAJEIMAIES OR, RF USEDY W/ 15' LONG TRACK AT BOTTOM, LOUD PANELS SHALL LIE CONNEC1ED TQ f/4"h2ax3/4 S. W/ i/$'$x3. j WING NOT GR lm-20z'Fill . YHLMI IY;%_ TAPPED (2�(E7CCEP7 A5 DESDfaefsT ON NOTE (3). (3). FOR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 18" LONG C2i AT BUT R1wl PAtEtS ARE NQT CONNECTED TO wTTON TRACK X STop RUE SMALL BE PROwDID AT 7� OF SUCH PANELS. (4). FQR NSFALUUKWS WHEN END PANELEIGS S AND SOME INTEBOR PANELS ARE OTECILY MAY BEUSEDJONTL.Y WLLTRXJK t2)NE NS PMA4ETUUUTES. NO 9404. ON DONE INTERIOR 3TO WALL NO EDGE N AND fISTAHCE: ANELMAFHG iN°iEhT0.4 PANEL USED SKI Y ity} NOT TO BE COwry StK,xIN7WRTNIPARES TOE r2& RIGHT' FANI* HAVE THEIR QVET?LAPS RE7ANED By. ON SHIRT 25 FOR On. suwmm /a•..EO EO. I j/ WALL AND DIRECT lHIOL1NTING tNST. - O �� N!e-12r 8 �L 86£ 2PapFIDDIMe PEOVSWJWRTt: lDlt V6E # ex+�et1 TOP A2 A9 R a Rum . £ OF* , To 1TasNaM(g�j4 at AT: tlIA&D ON 1000 DRr✓bDo [2�f W3j affiTALuliDrl T11+E ON DMDiT xS ISMS. S0� Fd1 BE 4'�G1b1/& Q WW ,.L`L''A&M A� E9. - LaWR WSTNWx ta� ,€ EDIT On vm ) Cn 7 !: a: • K , R LI .R . 7 =L. 1 1 Il I ISLE.,, _c!+7Cu Cn 7 !: a: • K , R LI .R . 7 =L. 1 1 Il I ISLE.,, _c!+7Cu O Q Q U � O W W Q Z Z Q J SHEET N0. SH 1.2 _ _• _ _� , ., IYt�IL�IItIILu,l ( 1,Lj_LI_ N N Cn N �, U _ O N N Q O O CoES C- '� U � MAXIMUM AS.R- -MEIN PRESSME RATINO iR>�k) m '^ N CORRESpONDlitO MAXIMUM PANEL LENGTH "L" SCHEDULE MAXIMUM A S D. DESIGN PkESSIlt RATING a i,LANd CORRESPONOiNGAX)YUM ANCHOR V FOR SEINES 10D0l= E-Z HAND STORY PANEL E 0. . FIWE Msva 4PNG SCHEDULEENIaOIiS INTO COHC-BETE cOwcaErE a�.K�SFRIJ'P Q If Q 'L NY ID Y P NU ,al�M. 5 PAR. SECTIONS V THRU 4' 2U 2At. /�_OtiL,-Eg$-..AhIF,L_a m to a , NN_ FOR PANEL A_ F1FR 4' aarcer i QM.Y TAI,13 ONS t' 2l . - SFCTI_ TMni�.,.� O O LL - TO ��CU IM4 NUT O CB `~ > NCREM 10 CONCRETE To CONCRETE 10 Co O VJ .- O /; O i O_ - • DOLIEDMEAa1.4tE0/FROLI $O OF.'PANM 8 WiNCNIT AT OVERLAP 8 40% OF PANEL LENCDi U) O fTS 40 -f..i v ) CLIM * Uwffm To S&O p.at. AS.D. CIA" PRE RATING. Ap j t •} REOUWFS Max. DISTANCE BETWEEN BOTTOM Qi PANEL I AND Q TO I,: 1/a• '1 J2, Max THE 1 I •}•+ REOUtoes Max. DISTANCE BETWEEN BOTTOM QF PANEL I AND i TO 13£^ 3/lIr r s/td• Max: NO NAANIMNMNNIrrr4j ",a ti�A ri�JT�4'� • •' �'`� S� ••••'. % FLORIDA. BUILDING CODE Nigh VelocityHu *an* Zone NFTE * ono m,�a W. 20 GAGE GALVANIZED STEEL STORM PANEL ys 'I•, GI LL PmECnON PRODUCTS, LLC. GTta ° O ' i 1 L. EI Ci. Q I�FEC 4doa s«. aI amat fi`• ° yOAtCtS'S' ••••, f, M,r, tan; N. tr trA W".. XAm,A a ]a,4. P+KKtiB ( m/MAII Rd, F1( T 20-17B iyrpue NAL _,.aa er.,.: Get en -UK . -.. faen m1-ras, a,.. _ xoa.esl - °' aPXnrs. wa. r INN.i," ,✓TYkTE WAtTER nWtTiN.'P.E. aA rt.av - .. .. MIiiT or sn MAXIMUM D DMQH PRESSURE 1 N D^r f,1 AND C-ORBLVQ Dp OING i /4. 3/4, 4/5. 5/5 AT 6/5 MAXIMUM SIN" PANEL M LENGTH "0 SCHEDULE ONLY FOR REGULAR STORM 2/4 ,w/s. 2w/6, 3W/7 It 4w/7 EMUS I�MjQt( INTO POURED CO R M 1�tRtE�TE BLi11CK & WOOD (t) ;f' VA _ _ems S 2 10 Bill) q' s MAX WINDLE PAN€LSn UNNESIILAMM MOW e0U +t.Lt'.giRie.Mtn !-1• MIN. # SHEETS 40. TO s!#) POUREDf.. O ATACw &'L TOP 4R @arioH WITH TRACKS ( d"rS 4B D,M,.. V' rntA TtQE 9 ( Qi tBi'� ( eT N7Ep aT Arw END* F i i` T-r r T- -r-rv- T-r-r r r-T- t-r-rz-Y-r r7 e.. : c. e v /yr O EDGE t / 00 LL L-A_ Or (SEE 7EC PANES BOLTED PANELS wJ 7j46-ZOx1" T (SEE SECTIONS AS t S.S. US. BOLT w/ 4� o FA kPa U'' i ` W t SCHEDULE i3 f(SEE+- L. E L _ l/) D.Wt.., - - - - - - i - �tlr NLUN . 3, =- """T, LO f MN. N. OAT OR, L7u3 "� 4,34 4 55kB5 2 < 1 5 L..-•_._ ANCHORS (SEE SCHEDULE ON SHEETS S. 19$1i)•_._...._.._._.-..._..._.:.+ `^ 4 GS EDGE. ah REGULAR SIQR PANEL ELEVATION , 4` Nax GAP w Q� ;> '� (AMC OrEiiAP =, 11!'1QtE.volmo / ? w (6 r U 0 1f4' ¢ . MNORIM .BEPARATIEki T4 gASS-SgIlUBLE MA%. CAP CC {((►� A `_/�-�� of {•,[ �i WIND SPEED 4 170 mph WINO SPEED-> 1T0 rn.P•h � S4a�T'SN'N A -A -L L I ¢ .- V (In) UNRESTRAINED RESTRAII&D IIR£SiP,WNE6 lMSiRAINW _LENGTH \% ,' i Iota._ .,..- LL1 3a OR LESS 1' 1' S` a 4/!' : (1) L+: VAIBNIei AUAVMBIE PANEL LENGTH FOR A GIVEN PO4T1Lff ASA DESIGN LOAD. i : MAX ALLOMWBLE PANEL LEIG?li FOR A OMEN NEGATIVE ASD. DESIGN LOAD. >33 TO 8o t' i' 7 1/9' 7 1/2' (21 PROCEDURE To DE a%" "MAIN PANE. Waft GAIN A POSRRYE A.U. DESIGN LOAD, OE,ER#MIE MFIMAN PANEL LEWTH 'L+' .FROM SCHEDULE >9O TO t4S 1' 1` T if2' T 4/2" GNPN A NE'Oi.TIVE A$0 0EMN LOAD DETfRwM7E MF,BANUN fmu1,,01011'4 `L-'. FROM SCHEDULE. FIlN. INAJNBAJ ALLOfYAStE PANEL LENGTH M EnUAL TO THE DETERMINED PANEL LENGTH :: ?146 TO 1 i• ," - 7 1/2" BCTWMN Y+' me 'L- (3) SE Sta#DIA£ SEJLOW FOR MN. PANEL LENGTH FOR POROSITY DUALIMCAWK r I °C 11 IMF. TY t aiSTAi#A7K41S INTO WOW. ARE UMIT1i0. TO.2 98 P.RL MAX. AS.O, WSW PRESSURE RATING y a, ink 11 FOR DESIGN LOADS 8 MAIL PANE.. LENGTHS FOR i SPACER IS iJBFD. d1: :' c1' -'s FLORIDA BUILDING CODE Noh. Ili h Yela9 NMrlionT♦e Zone) r 4087 + T` = 24 GAGE GALVANEMO STEEL STORM PANEL '�': Ia%E(If 11L E C O iiic. GLOBAL PROTECTION PRODUCTS, LLC. °TfaTmm� DOi y'P4r •: ORTt)A .•CC,./ av 'a"'ira as. aL: toA MIwM a,aera R auw WltdtlUti �E,{. jai /' N..:twa NP,-ts».n„t•n-r>m Tvmw(asN7w-id+a tAc (sdkN-dTpa 20-175 �'i`!/y rT+f"�` iX�O67E4 sA. .s."sx W .mrr W �MAIa Na NM1H6E A1/rz 1aN279t A 8. P.E m n-,a aaxt a W itl I fly" t O U ._ Lu Q z z Q J d SHEET NO. SH 1.3 rnup�Nr`NT$ FOR RErllldR LlF.��AFE � E-Z Hgpt SG TORN PANEL IMom wn ON INSTA N SEPARATION OR or *q WOW AN GHORS a Ile R v MAX t Ewow To DWM MOUNT WZ SPACER IQ Cn L LENGTH MIX OF V I stow OWIL R. E CD IWAN op. Ron 400 4" (SEE SECTIONS AS APPMAJELE) (3 DIM WOOD Le SCHEDULE Oct WAM 00 CEILING Al MOUNTING TING WALL MOUNTING &M MOUNI WZSMERS rM OR w4m Is Cn NSTAkJATANs APE ONLY YNJD FOR BUMGINCS WRX AS,O. D1�Igl LlMOINWRLAMf IBom T IID Cl FOLLOWING T Lwalmlos L LRolm ELQDR TO UNTING L IGo P-a SHEETS 9 IS I can Em BEAM TO 13E CER!DfmW BY TH N0 STJGCO. .STATE F ,•--...------- �`: ECO INC.GUXMIL Box W%MUM RSA. �MTtk Mar. MBM4UM � � - :} (SEEp�9 CfXJ�pITION +e8.0. -75.3 7D' OR LESS 2 e/16" BOI.tED •3`, 1 :e. a'W o sw +88A. -T3.3 7O' OR iE55 a 7/8` tIDLtED • 4' 8 4'W MAXIMUM A5.0. ! iIA,MAIii A SPALM FWI E D. - 3 ,/s' " - API'<IGYiE TO SECTGK 8 t Al/Y Cp4BIN,17gH � Tlatl L9YWAA1 PA,EL �� '• �') PRESSURE �� TAPvtl" NS GYl(-ai P ANk1Ll1Ti iEt/tLE m PA?atrihTE PNiNS t0 COrKAEfE W CbMOM1iIE TD COMTf3fEFE TO a07:t`AEiE f 2 /A 2 NfA 1Y N/A t 8 2 {TIN+) #1" 3" * tO" 3^ $" 4' g' 4^ I'' BGTi'ON}+ 12 3 as $ B e 8" r Borro BB.D• N.A A N14 N A NA N A 12 # " 2 2' HQTT'OM - -75.3 tN/A 4 1/2" N/A 4 ,fz" NJA 3' (FOP) 70. 041 LESS 12• NJA t2'. NJA a 1/2" M/A a if2` NJA 3` (HNTTTak!) N/A #a• NfA t2" N/A !2' NJR 4' {TaP) 12• b" 12' 9 t/2• 12' 11' f2' N` !' (80Ti0M) a SEE eNEET ?d FOR AYKdPRS TYPE 8 1a ACa1G rDR tt6TAtLA1gTK Wr0 MODa FiMi� i1tMJXMD. MPriIW AIXSIOR SPADIINt% AIEL NWi1r,Mt EOCE pS7AFKE tAi arfMF.VLD OM 7NM SaNeD1AE. FtM.E0. FEES TL4N L•d7tOrGi'0 IMF SCHEDWE RtbULE ANCNJIi BPACelO 9Y 'i1PLYNG SPADNO SHOWN 0M +.�iEDtI£ aY ig19WeNG F TOR tT OPERATIOt1 10 iff POA41BtE. REAUaiO SPAGNB OHrAWEO USI7D FAt:TaP ROT i,E tESS TIWI tNINaMN >pM910 ImFen1ED FaR EApi ANdWR HYPE AT ANCIWRS LE;EN0. AlItl10R ,1MFE tf4`A 1/!1 tl4'W 1/41 iAPOalt aax-lN Lao-IrlNK+A. rW3tM 3 3 -, a ,/z. W.MgWAlla LbaMk" Qn,) 3 3 3 3 Pa.MW haPYx BIoW p+a. a 4 /DRILL lA pa9E d.V1Rl1 !'AGIOIS �• ,m - ,m .e3 at.• 1ao 1m SYSTEMS tS,125' (TOTAL WWTH}---.-. t2SW' tEF ttCTNE.t83" ^' , 4'4-2Daa/4' +,.7Ti0• - � ;END ibf£TFA 'Ya e-----^------.8 1/!" (FNP.) - { :37 �oD..a�ta. ,y.. • AMBLE NI d 1/4" BR �� (MAT dE leLot;NSEe} �� EtMAED OAI,VAMXED STEEL. TYP. � ,804" ,. � i R - �':. tA,B` SEE .. � t �-_DETAIL. Aj� TdtAC�d1, 1�MAAiM HEA� .MO• 2a�' ' .0�84' L`[tYP.) 1.9tlD t,YP.) ��1, �•1.ORM PANEL __.-------------------7T{ 1.35G• Q al' S....{,3gD"•.. -�..J DETALL A--+- - - .375• 2.00D• r� Ire m �gn'�w�/�ij2�i�rs AT E1W A7 LEFT swE of vt4at. � "H" HEADER Q '� � ANGLE WITH STUD PAMlLs EAE Nn ._ w/�i+ofMm EDcs • L_ ..�i�pwBF tl t �828 tJ1MNIZE0�5TEF1 _.-"2.391 •_._._..,:.,# S„4 HEA9Ap� I " t� F �� +-VA ,. w.eTar 0:375' 0.288`p � f 2 asD i 7�,,,f •.' i -- DETA..L A JS4li �� iara.3{ s3" 1� ;9ST � y .2To l ERS PANEL'S �ROUNQEO CORNER R E aF LiP W MED END N:i.SA: (• ( ) 7 _ .aWd". - *,' 1..�IL:82S -:-I #••.. 3.780• 1 ! t` 087 ��,®�I.Eo i ,O)2• i (�•) .WASHER 370.5-Big! ALUId. ALLOY H t• T PANEL `✓ al e�nY-�. f 2124^ �•7SQ'••..-. � •5EE SY�t'8 POR ABDRtDYLrL f .09r" SI EYE 2 , 1.250' � 37S' i s # i ►LAx. LENGTH I 2000'---•� 2.000' �=t-43 2.008 A .Las_: � P. D 815iM1A7�>ONS MTOI• gLrAWUIFOR trooa smBCDrRrs. 3.TPq' - (TYP.)` "H" "U" HEADER � t.aiD*tl L'J REV.- HEADER � i t" M '�ST;,I CATION DETAIt,�FQji REGI!(,-4A; P�"•�NEL INTO POURED 94N�BET.E OR C,QNC T ' EN�Xi�Tlta�..w�.�.� STRUCTURES MAXIMUM PANE#. LENGTH D PRE RA7'N!D :af. # ar - ATE '8 WO9p.. iNSTA1LXTbNS t xio rY•-rP' ra'-a" 2Sa 12'-0• t r =8' Jaa t1•-a` la' -a- sxa ro'-Td' ra'-o" saa d.-Y• a.-4. Spa «La r-r dA O- Tau 730 - Y-&• M-Ta•. dDD r- • 2 a'-r axo r-a• s-s" a'-Y t' TTao - a-r StSO 5'-d MAXIMUM PANEL LENGTH 1rA7IX:tUM AS.b. PRF AA'ie7G DDNORETE s wa3o. IJSTAUATMSNB '1:` 2aa r4'-4 t3-a• 25.0 12=t6 tJ=Y Ja0 TY-8'` r0-7' SssT - rq'-ro a =a- 4�a a=N• e� r ss.4 Nta` r s• daa d -D• ra` 4LS.a T=d• Y-2- TaO 7L3' 6'-1}" NKla r-rl• d= • S ddd 9s,a d'-T• s•-ra- rGaa d'-J' 8'-T' Troy s'-r" TtRd 4.. �,'[�WO€JD STRUCTURES WOOD NNDNOPS `i j--------TO BASS. ! `_� SOHEDUI.E OH I 1✓4'r--3m+• I (bEE SCf¥DULE , ,t4'+- S'NEET tt} bN SHEET 3 '-� t ) I •NgUs � f 'WR3 a (I� ILK Pttk1 ,91C»I wHt t-d'1 I • , Max. 1 ( P.VNEL LENGTH WOOD ' { �: -w000 ANCHORS REQtJiRfD � ? �\ I (SEE SCt{EONILE ON � �STT tT iFt%t iM/a4�" SHEET 11) t `'• 0i s I �n SPACER {I� a �aEaru�o� � I � i 1 1' MAIL LOFKi ALTNAIH,IM SPACET�' 0 i2 tf2' O.C. {SEE TABLE 4 OH SHEE tt:) ! Mile:. BEL� F LOIITA#T(tNS F'OR 1 SEPARA:TIDN "L" �„ 1 4 f2" LONG SLEEVES: Tp CE.ASS. PANEL Lk'N07kT } 1..-- T PNiFi tJiN!'TH I < 1 i SEE SCM1I LE S SCH£DUt.E taH SHEET !).....,,._..PANEL MAZE FEMALE Ill OR PANEL A4ATE (� sE i_, i (DF�1 SHEET 3y ` d PLE73 tSEfi SCHET1kaE (aN. SEE tt) 14•.-Nat• , n._ _,....-.�.,._._..,.....�,�, I 1 i AT n. j S€PARATIIN t j ,..�._. u�aMH } EXISTING �E. PLAtY REQUIRED ) r i as sar s) T O}; f 4�r. I , , ALiEB�'1ALTIY.� i sc,,,E sj8.1• i N i - SEE iAHLE ]t QN SHEET t, FOR MAX. PANEL LENGTHS 8 MAX. A.S.n {TESN)N LOADS FOR 1}IIS NSTALIAitON, (� p i MA%; I r S?UO Ott BA MAY LORW W. ON /1` i • ��/�} i. j ,. t y, SttEET it) (,)NTIlTMJ/UMN NB.LIdRp 'RI A ONE dTORY:dERDN!GS WIPN 1•J'-8• � # 24ATE REl.)UI § I__.I i � ' `'.. `.'.t 'k.'. °"S t � � � .:. Mtll L+ErNNE' Ol�►�atEaTWI FtNiM Atrr P WQOD ANCHORS 1" IML T�It N PASS daNBA1F0 STACGERID W/ SRID a,i MEE1 8 NAY dE EdIOUOEa TON 4". Ad {£)ANdd6�i lXW�M 1,d91 OpIPaaM w IPpaL WTE 70 1M PrrNO.. MME PUN} Rout IR;NMLBa MrldAXltl f4` aC. j (SEE SCHEDULE :ON 4R# rig TM #et3.odbFO'ANE AT d t sHEE1 t t) 1 ab PRdN Yz tls�' a:C. alNlOMld AL118wWFD aM WWE'1' it) s Pr:f. � {,1) WX. f4 BAOB PNat. iFTMnf W UWIBO tD dd" hT NA' OPFMNB FRBII LAIpN,7E PAfal: LivaRLs wA+Wm aN > � LMAAINN srgaN PMaWl NFIld711 � �� `�.,;�,�IREre: �'Dljr'IT MaiEtt}. (3) >araNM €caec IsrowaaN Ne far ALTERNATIVE 2W t4) t �Lea> �r >s � � l%l ' aW,�ll�.Lp�M�OT�U�)N�+TING (3f 1/xArilC7 f ISi,. 4 W aI0 AM F}�7IEG W000. rRAl1E WNL W'YIO n7R A 2aFL4 t. Yi1NY a AS OiFEAYa'D M FSM SCALE 3/tA.t • {k) N16'L1MNXff 1MLNJ ONLY iaR Mao E&aDNd SXX� '� 11E alma (7N EBITMQ cr tiff FLa�A Z��. 3 t 3 PdR Ae7M i NNE" '•.; �� FWRIDA BUILDING CODE Nan ID h Yeloal Hurricane Zona ��CEJ1S I A11A740N ARE - Y YALIO FOR MAX. AS.O. $ amm niEm PK. 1. NST ONL rs. F ATNDN- 4F SEL710NS: :� ND. ii4TE QR cL»t� 44 167 - LY 24 BADE SiAI.vANIZED STEEL P STGiB1 ANEL • z . I .s.f AN z BRNaF 1m DESIGN PRESSVRE RATING D PANEL LENGTHS 3 * 'a TDP do DOTTOM MOUEITINGS CAN BE AS PER SCHEDULES -ON SHEET (EXCEPT FOR lr COMBINED LN ANY WAY TO S07 ANY ALTERNATE 2W') %�s= � (L- E C Q iM4. GLOBAL PROTECTION PRODUCTSr LLC. � DifEe itN5TALIA'TlON. %�' , `LaR1S) .... kma a.W, d, gRffEr 2. FQR NEW WDDD FRAME CONSTRVCTION: WOOD • • L,►•Lw ra. tW. a. tr tee. walx Mxam, re sst" eaAG EL 373,4 �;. •.• 20-E75 . �, n..,aoMm.+Ma.ro,wrom-rmr PNi(aa+laEr-taw.Ewniad*kdG-a?o7 MEMBERS TO BE St}UT74ERN PINE No 2, W/ SPECIFIC J � DENSITY O6 0.55 DR �, nhMAR1 w,x. •'0""", BgAwaw � cx saoar'x^ a""' ` Pam: dNin, s dF se �aFTtF�Ai.�' �, Pert • m. , sr 3ltF1Y..�_:�-� SLt2191_ (£) ro E%Is�wG wD� tuea i. STO�N PANE. SHOWN NXN THIS PAfiOUCT EVN.IIATON 01)CUMF,N'! (P.ED.) FKS BEEN VEMFIED FDA- COMPUVNC€ N Fk:Lr?RO.AHCE - 4/4Ftl TAPCTIN ANCHORS, AS MANUFACTUREDI HY I.T.W. HUTDE%. INC. WTN THE 2020 (7th EWtpN) OF THE FLORoQA BWLWNG CDC£ TtHIS STORM PANEL SHALT. NOT li£ NSTAIi F'D AT 1H - /,4-t0 PANELWTE i't1iMtE tI7 ADfi PAN£LMATE PLUS ANCHORS, AS AU9IUFA£TURED HY ELC0 CONSIRUC7KNN PRODUCTS. VE.00TY HIIERICANE ZONES {MIWi-DARE I BRDWARkD-COUNTES). - 1/4'9 LAG SCRflxS Pill N.OS. DESIGN WIND LOADS SFIALl. >EL PEt'ERMiNEO AS PER SixilON /809 OF THE ABOVE MENTONEO COf1£. FOR A PASiC 1WaNO - 7/18'I x s!d" WOW lANSHNO, AS DlSnti9UTETJ eY ALL POINT SCREYr, �T a SPECKLE: CO. - FA&TOR S EtD AS REOUItF.D @Y THE JlJRSgCTOT! WHEN STORM NOEL WIN. HE SDMI.ED. A1-81 OIiECRLhWYitt P P IN FOR A KD=D,&S, U3I4G ASCE 7-t$ AND St1ALI, N(t EXCEED TNIE k4ltRaUM (ASD.) DESIGN PRESSURE RA7NG5 IMIXCATED ON SNEEtS C.1) MNpNJM SFiRE40ED PFNE'TRATIOH INTO WOOD aF TAPCON ANCHORS SHALL HE 1 1/2• AND 2' FOR ELCO PAHEUMTE PLUS 3. 9 TItltU 12 8 17, iQ AND PANELLWE E£LW.E �. N ORDER TD VERITY THE AHWE CONgTiLI3, LiL7,MATE DESHIFI WIND LOADS DETERMINED PER A4CE 7-tb SIWI � iiRST REDUCED YO AS.D. DE4dGN PRESSURE RATING tiY MUL"rIPLYaHG TlEAI BY 0.6 N ORDER TO COMPNZE THESE Wf MRt (AS.D.) C.2) MITdrAUM iHREADm PENETRATh'XN of LAC SCREW. INTO THE WOOD FRAME UNR SNAIL HE , i/2', NO 7lHREAOED DESIGN PRESSURE RA7IKS NDICATEO ON :RHFETS 3, a TFIRU 12 8 1T, 18. PENETRATDII eNTO STUCCO SttNl. � CONSWERED AS PART OF 'FHE REQUIRED THREADED PEAIETPATION. N ORDER TO VERIFY THAT ANCHORS ON THIS. P.E.D. AS TE51ED WERE NOT OPEN SIRES$ED, A 33>< SNCREASE R4 AIlWW481E C.3 MIMMUM EDGE DNS,'AAICE � U� SCRiT45 ITTO WOOD SHALL BE AS INDICA7m N THIS ORAWNG R WAS N THEIR ANALYSIS. FASYcNFR5 SPACNO TO WOOD HAS HEEN DETENbdtNEO iN ) STRESS FO WIND LOADS USED ACCORDANCE W aNSTALLATiON D,�1'�[,�,5 FOR REGULAR PANEL fNTO POURED CQHCRET� OR. -.CONCRETE _BLOCK STRUCTURES #SST CR �NORETE BLOCK CONCRETE BLOCK REQUIRED. CONCRETE ANCHORS (SEE sExlEnuLE SHEETSa TtIROUGH 1D) ,� ..-L � t CONCRETE ANCHORS (SEE SMILE Dk SHEETS 9 THMJStGH 70) - { L y aasriwc PauRED CUiCREiE all 6 �..�' tjx" � v 1J2. } '1/4" CONCRETE aLOC,�K,,,t � t 4•s-a;ae" REQUIRED, .'� is 4" # tl •e I SHEETS tl 71�nE0UaH i i tL SEPARATOR EXtStiN¢,,,1 -twat BaE wd rwNa I IFaMtlI ac,do TIT •L' Max. wR � (� S -- PANEL SJiNGTIi R I �i � Aiox. I SCHEDULE 1 ON SMEEI' 3 I ) COHORETE ANCl10RS n I R I IKP,. sEpaRATLON I 1- to BASS. r PAAffT. LENGTH #AN0. LENGTH (SEE SCHEDULE 1 5'17: SCHEDULE SCHEDULE (SEE SEE ......._ ._ - - SHEET 31 F ON ET 3) I ON SHEET 3) SHEETS 9THR000H 1 i I - -� t' ALTERNATE Y�c 4'x8' (Min,) E74fSTNiG - � BEAM REOUdIED. yy} / ADEWJAC'f OF EXISTING tr006 REC6TERE0 ENGINEER OR E . It - �{tT•F�1� ARCHITECT PiEIXt TO SHUTTER RNSTAIIATgN. A�,•HORS ALTERNATE W000 ANCFIORS E� f 1• Min. SEE SCHEDULE ON (SEE SClfEWlf ON ✓ ;: N (- 1/4'x:• N�c>aWHq+wa r•`w {M _l.IW4 �Wf SHEET it) SHEET ii) ` if2" 1/'` _ e Y 2 M4A% / • R �� }+, f 1 4 rWAa 1o17a EXISTING i � I W afi GLASS-'7 F I / ( ✓4 t2L x I (SEESCHEDUi:E ON f F t SHEET 1i) -.ice t t✓4+I:Ipe1• SCt}fDUI£ I ON. SHEET 3) T ._, iRe. SEPARATION TO tYASS. i i'I+1dac1' �-....„ t1-r.. g$ ✓ � i• {SEE SCHEDULE ON SHEFt 3) N ^Y0" "Y�"",y„_...,.. AS aa'Na- _ Mj PANEL LENGTH NmWH aNWe T-dh i IXIS,��aWialP� (OBI SWEET SCHEDULE3 i I a (�E SCHEDULE €LN STffET 3y GLASS A I I i I f 1 sore of •L• E M,i1L 4 `_`_"'-�•----•- 1 : ! F4 0 12 i/2" D.C. I °� " t/2• No Fri � j vo.-m.r _, .._. •X$• wQon a'xs• woo0 PL(yIE. ' ( cK REOLifk'E7) Rs REQUIRED ANOF� WOOD ANCHORS (�E SCHEDULE ON (SEE SCHEDULE 3/4 ..._...,,..... I � � #� S7ffEf Fi) I ,.,._..2 Min.----' V �E{LING AND FLOOR MOUNTING BUILD -OUT MOUNTING JLTERNATIVE 3W ALTERNATIVE 4W SCALE 3/6"1• Hn,N SCALE 3f8et' ER A) r t�iES1 •T No..�44167 I�TF FOR COMBINATION OF cFCT,ONs: i *,• z FLORIDA BUILDING CODE (Nan h Yeloc Hu cone Zone) t. INSTALLATION ME ONLY VALID FOR MAX. A.S.D. - S : r ez#za lEliat a+e rr. TOP BD MOUNTINGS CAN I# .f P �. Nk BOTTOM L(0 P PRESSURE RATING ,a AND PANEL. LENGTHS 24 GAGE GAI.YANPL£0 STEEL, STORM PANEL DESIGN RE r ) �' aTaM do Y TO SUIT ANi '3l'• STATE OF _ COMBINED W ANY WA FE N H(�' Q Ep AS PER SCHEDULES 0 SHEET 3 � � � ur/sT/sd•4a INSTALLATION. 2. FOR NEW WtX)DFRAME CONSTRUCTION: WOODPia y... •.. id GLOBAL PROTECTION PRODUCTS. LLC. ILITF MEMBERS TO BE 50VfNERN PINE No 2, WJ SPECIFIC 4. .... �L�C. ''. wTi DENSITY OF R55 OR EQUAL �l7fVAt'tiH MM. Re, a� , wWw, n m SUY4 2G- i75 n.. , OPii "e , rr , Pnl m-rw wmrrt 0a4kida--7des. 1A1t. {ad/)Ma-dT9T - NWk s WtaWKi 4u P.E a6k,/SIBN4IUM./8ME WN,tiROii tKtAT� 4 r.E 4$ t mtm T ar Nd h -4 ... , �,..7..,. a,.+,,, ,R sI I117ellTF111 w;lFill ' 9 FOR 1[�$r��T,LON BLOCK WOOD SjR�1�'[U.��t VALID IN P0�1�� CONCRETE, FE}�- REGULAR, uFE CONCRETE _OR SAFETY & E-� �l�G S�'0�_PA�L �j�Y�TEMs n I i U.R. YAWRS mNcaTE 6'- FPoWE:aN 2iA" ,m00 2' .OeJ' J10.4 71-.14;: + a� BOa3-M AtLQ'i. . ALti11. C#rT MAX. A8.0. Dasr+ P �Rf (a•aE) MAXIARlM ANCI{OR.S SPACn'ni f(dR E.D. g AS 5HQWN CN SHEETS 8 8 ? Af*AUCA@LE p ti ANY �, ittE� P fE�NC.'TN (rti TAPCON IAO SCdtEw PAIUiMATE. PE6L#LE ro PANELMAtE pL1A5 Y/000 FA75!#tIG fY 1J' 13' 13' 13• W - 13' 13• 11' iWptpTlpl). t" E 2 err s T 2• / r e Y ! E4s' J (IpP) - E i 4` J 1 1 2' 2 / d 4' t prom•) B" E• a" E" l li9S plprTlxl) tJ` 13" {TpRj +45. -4E � ,� 13" 1J' 13• 73' 1' 3 W f3' 1J' 13` 13" 8 T/2" X (TOP) 13" 13' 13` 13' 8� 1R pwTrpM) 8}/z" 8 1/2` E xJ2" 8 t/a• E kf2' (itP) >3•-0" 4 1/2• 4" BIJr 41JZ"... Dom) 7#'-+" 4 ,J2- 4 3w 1'BGTTOM) kl t3• IS" 13` 13' B tf2" 4M (BOTtOY). VJ^W�\\ U N Q 0 0O O AR c MAXIMUM A.S.D. DESIGN PRESSURE RAC s.f )AID CORRESPONDING MAXIMUM ANCHOR SPACING C Ca - . EM RECUL__ STORM PANEL INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) SCHEDULE FOR REGULAR STORM PANEL M 11HU LOONS INTO CONCRETE iIF CONCRETE BLOCK STRUCTURES �� U � U) � (VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 tic 5)CU Cl) O ((5 O w0 �L L BUCKK O O LL _ CU 0 a --a CZT ''^^ O O > VJ .- V O ''^^ O i }N i v! ''^^ VJ O ^ r To • I, L i--- .Q . ICU �CONCRETE A AS.D, DESIGN LOAD MAXIMUM Ei 40 PSF OR LMS > 40 PSF TO 50 PSF 6'-2- A MAX. PANEL LEt^XsfliS ARE VALID FOR iNSiAI,LATd)NS > SO PSF ib 60 PSF 3'-10' so Wj SOLID SET ANCHORS & W/ SPACER AT 12 t/2 O.C. MAX:. PANEL I.EttClll6 ARE VALID FOR INSTALLATIONS , ,l lFr� ,tlkaT J SOLID SET ANCHORS ar Wj SPACER AT 12 1j2" D.C. FA : GEAi ;w FLORIDA BUILDING CODE Non Hi h Veloc) Hurricane. Zone • FLORIDA BUILDING CODE lion High VelocITY Hu Con* Zone STATE Of saw_. • con taaesa. #7C FA. = F). . 441 BT 24 GAGE GALYA)BZEO STEEL STORY PANEL p1BM1 W. . 44167 °01L4L°' 24 GAGE GALVANIZED STEEL STORM PANEL , x z *t *- zwrswWrwi q * (L E C O i«e, PROTECTION PRODUCTS, LLC. °i�'a - srATE -- 1 L E C Q !«o. eu PROTECTION PRODUCTS, tLG. p 9 •. +mo sa $t s7rsE, s p •. "m m at saw '".IMF , Lflp)pt, :' -"'tt� ,rw tom. a i am. ewe. a .s a m« ml , R. U314 s4, .t• FLflRL ,r` �s. m. a. ex aoc wow, craFe, w arik aysr. FL Juta - - #4- �, •� ra..;pm,ao-,au.Fw; ar-m, f340NE(6a)e�-Tar0.FAuflef)�R-aTa? 20-175 H�!'' ••.....•••• w.�*:Poem-,aa.a.:aw)m-,at, nta�(es4)M-7W,%FArWs"taea-sm a0•`175 W s'� tIi ty CA-OO4a739. wt. .�Ar ,oz.wrt PROMO w: ryry /0 k" rzr rswl w.« rznaw zst �tiW.ic ft Rr NNt 1Ma.m1 A taaA' ir. P& 17v r SKM a OF .te a7Ntaflipel 1,tR!/QaE A ae! P.f. _" TNEai' 10 UP to INST,�gTIO DETAILS FOR LIFE SAFETY PANEL n MAXIMUMA.S.D. DESIGN PRESSURE R�kTING .s.f. AND CORRFS� DING MAXIMUM ANCHOR SPACING INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES SCHEDULE FOR REGULAR STORM PANEL � INSTA�NS INTO WOOD STRUCTURES 1/4-0 TAPOON It"m 1/4•0 T Nc POURED 1/4•e TAPOON t nhc POURED 1/4'e TAPCON POLM (VAUD ONLY FOR PANEL fDINSTALLATIONS AS PLO% ALTERNATIVES 1W THRU 4W, ON SHEETS 6 4c 7) OR ANCHOR a s• pc BLOCK ANCHOR a s o.C. NCRETE BLOCK aNGIwR a s' o.c. NCRETE BLOCK AN(S+O(o a• oc: OR !/ CONCRETE Bi.�'X ✓ CONCRETE B1.�K � CONCRETE � CONCRETE UNKLU, iN.00I( REpUIREO. IffOUiREO. RE,UIIRED. REQUIRED. " E `i � �� ,i r t/2• 1/4a. 1/2 Ile 1/2" 1/1. t/8" 1/4' g^�.d • �-. O :'vAxwmm � ALTEANNFM O FANELMATE OEM EO:a i ED.a ; i f.0--• i EO.a i ? N ( FEMALE I[ i n^'SEPt "�' '• I n ' di ARATIDN i LoLL �' n 4 , 4P- t' , aY-aw,' t 4Y- 1e ! .� aG+t' I€ Q i70 TD TO OU55. I ERA.+(•'.,. `I I a[etsW. ��,j� sBpL1�a W i La ii i was OAs s w t ` onsl eals ! TI-•! bi.ASS 7L 1 A7 EA > A7 a aetl.� � �-.., .. .3.- - AT PA A7 • # (,eE fDR p#e ! �-r" i cLAs,S Me P!a n�e�a. ` tr . Y" E OR li w, I Il7dfH fiAit r„e'1 i I II .m' tF1a0f 179R r-<9 ° U 1 4 1 n i _ G 1 n i I n i -- �L 11 1 1" i' YAK $ 1 Z C U I i PANEL Ik7a01H a-'-- - --'-r- PAN0. IEN01}f n I PANEL fENODi g------ - _ g' PANEL E mo _____m...�_ ___._,. ELEVATION n 1 a (SEE ELEVATION ._____- _ ON ELEVA12) n I i V 1' YM.... 1 ; OPf SHEET 12) 1 ' (U'7 SHEET 12) EpA(85TION ! ON iS11EET 12) - v/ 20 R TO CLASS. 1 d 1 i n TO GLASS, i ! f It I I 1 I I 1 To Lf2 (MIN i i 1 /a i '. ( 1 , , a 1 1 I Pi e a t E7), I t ED. i EO. 7 � EO. i N (,3 f i i N CL L,� SEE TABLE #1 FOR MAX. A.S,D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WFEN SPACER IS { ' USED, C PONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I 1 aa,K , I 1 eaVt77c1 j i i �� I EO - _ 3/4" ' L_-i I _ { i EO/41.f~r0't�73JA#a'vs. aeLTa W/.1b abUS MAia > LL '. aLl9LF.l1 A 4MAIUMUM P. /4"0 TAPCON 4"0 TAPCO. N [-,; i/4*A TAPCON 1 f#Y TNMXIN _' ! 0 ASD• OESR(N LS)AD PALL ANCHOR a a" O.C. { EE7O0ANCHOR a s- o.c: POURED CONCRETE OR�ET7OOASSp1NaR a o' O.C. i ANCHOR o V pc. () 40 PSF 0R LESS fir-B" ICONCRETE L'COmril B(ACX REQUIRED. OR L9 RLTE Bt.OG7( REQUIRED. L-RIMA B1.00K REO7SED. CONCRETE OR �ETE BLOCK REOUIRED. CONCRETE OR > 40 PSF TO 5D PSF W-2"..REGULAR 2 W 0 Lim ANF a�$ S 0 U SAiNETRY� PANEL � > 50 PSF TO SO PSF W-10" A MAX. PANE. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS WAjj LE 3/$ TI- iS WALL LI 1/8-1* GS W/ PANEL MATE F�ALE tO OR PANE. MATE PLUS SCAB 3f8=t ,,,ySN NaryH SCALE S/8�7" ANCHORS & w/ FLARiDA BUILDING CODE Non N Vetool No cons Zone 3 *: , 4416T 's FLORIDA BUILDING CODE Non High Vaiocit Hurricane Zone #41 B7 i s t%iec N` 24 GAi#E GALVANIZED STEEL STORM PANEL 1 roWRi Qm i STATE :*1 _ °'0'0 T ET° o 24 UGE GALVANIZED STEEL STORM PANEL 'tl +* r - dOBAI PROTECTION PRODUCTS, LLC Ate s*o3:• ATE VIE C 0 . L PROTECTION PRODUCTS, U.C.u�. 03 N/ Ss � l L E C O i«e. m '• ; QKO &w. st 4F TONAL Y%N+PANr 4em1%* 31 saw a3s,t R�sT 20-175 rr47F-,wa. ro. r ttaa zn-3Pw PI04L. FA71, (sb47MM-a707 20-• 175 ftz..: Pn-ra7o . rm:Oml m-mN tmepc toa4lses-7e+e. F%%: ""1/ � �M CA-066ET(a 61M aYl.aw Kl Y Ne: a wY aM. e. iM 7W: WNw, YlaWe..A RfFF a�W� R. iR14 arrKl tfilllH WAL7FR A A.. P.E a ilY • See' /t N P.£. = lafl P.& ► ,p w%.v. GFAn9e I4t tRazr ,J QI Ia INSTALLATION 2EMILS FOR UEE INSTALLATION DETAILS FOR LIFE SAFETY PANEL (11 INTO, POURED CONCRETE OR CONCRETE BLOCK STRUCTURES lf4Y TAPWN POURED 1/4-0 TAPCON ANGtOR a 8 0.°'--Q OONCREIE NIGWR O 9" (k0. REQ1)7R!'Q. REQUIRED. CONCRETE BLOCK T•- V yf 1f2. Rile i 1/2' -1/4• IIAX v i 1 F' N'm.. t 1 ID(IBTIL,O M 1 , 4•►-2a%r• i Two 4sA59: ._; 7fj1 .,ll - O �...� �t 1 MAX It �({ P--_ - ._.r_ _._ a PAiffiL LENGTH EE ON SHMT 12) d I ' ON SHEET 12) 1 I i 1 1 9J2 i 1 U ORIE!4a �. cOiNf',fStOE E.,f CON CKISTINO f7 cOacREre eacK g CONCRETE BLOCK 0 REQUIRED. I u ty oC RPAWRED. Isnew)) i f 1 O 1f4'0 PANEUAITE P_,,,_-,,,,f.fi_1f4"i PANEINRTE:Py,S)„< {/fF�, ANWOR. a 12 1/2 O.C.REGULAR AtfC4KiR (BEYOND) a..i.. WALL Mn ikmm E 3la-l" SPACINGS ■ �/ / CU SIAL L. m 71 ' 'k LLI z FLORIDA BUILDING CODE Non Hf h Veloct Hurricane Zona 1k ; * ' * ? 0 vim W_ 24 CASE GALVANIZED STEEL STORM PANEL Pyx'en Q STATE pt+�• z ar9h7/a,ua _ IL ECOL«e. PROTECTIOi PRODUCTS, TLC. aMe/NALE�p w.t4wa„trrwvrP,oveeswa,ant 20-175 prd rwr : al$ tm-,est PNW$S {684Saea-7a4A FNC ('➢SaJB04-E7►7 NNi6{!j},1� t .w ra IPA r tr% a7NYnea N%. PE /a1,t$ C#-/ar„ PS : ! :INERT 14 M 1! J WIN - - SHEET NO. SH 1A END CLOSURES DETAILS DESIGN PANELWE C10 i 7a:04pRW FEMALE to I • AfWLEINM t(s9 % T 3/4• hEm ANCIM 7'N�ll 7 itAtfOEi P+WALla7. mLENGTH ' Q1kViR. q7r ELL PrHE1OXIE matum TSPACING M MOD YNAINE FA BLOCK Eozo LENGTH EUEYADOW P TO CLAW. C/) It JN I REQUIRED HEADER MADE 9fE s7r.EfE fE . 19 trra A 17F[ a aPAt7Ki FOR B4iAtIA7%5fffi INro e000 troAlE FAR$a4�. iAMR$A, ANrMJh ua xewAw EOri I7$TrAfxx A� aNWftEQ ON SMa SGIEMAE Fi%t E.R t£S8 Tf,IW eaKATfO kXx l9tliiEDItIE «OI7CE A7(CIK%t SPA(Y18 9r L$A3E'l,$ta SPACa40 atfoRl( pN sL�aNltE E7 Tiff FACfAR4. FOR 11$4 U!*S�.ifaat 7a � P03EEIE ttTpucEp sPAC#%+ f2ttY9#D Ereufo 1acroa Ire (7E L6a T4fMf u,Hofle a>Kalo PafaxEa TSR FAdt AteOiOR TYF£ cai 771$ sat�tl.E. AfeYIOR Md t/4"a tAF(7�; t/a1 IwaWst rrtai00 fmrnta (w) 3 a 'avees,� aPwzh fw3 s a eet%safra hzrM. elrrL oat s s t/a At7aEl 1t7111e naders - _ RIOp7R a 1- a• !}b lm of MAX. A.S.D. P 6 RA7g1; A1AlOMUM.ANCLiORS SPAOaHO: FDR F.:D. i AS SHORN ON SNEEP3 8 6 7 APPLfCAfilf m � TtRll LiNC*TH � ) - TAPCON lAG SCREW � P �� YFOW Btl:a(INO t3" 13' i3' 13• 13' 7N 13" 13" tJ" 1J' 8" iW p9ottoL7) ' E 8 ✓2" - - 8 SJ4' f2 1/2" E 7/4` 2RS� " 7 i Y J E" e' 9' - 3W (BDfTfna) 13" 73' 1S" T3' W (�') +46 -45 � +75: -75 1 ' 3 1S' i 3' 13' 73' (80fTOY) 7W 7S` 13' 13' 13' 8 1/4• iW plprtOa) 8 Tf2" 8 t/Y 8 1/2" 6. t/2' B 1J2" (TOP) ai#• i * 1a 2 8 t +" 4 t/2' S` 7 tjx' 7 1/2' - (RP) To 7•-'S' E T/2" E" e" JM (ia*IDM)' 73" 9 1 - /2 (MP ) 71" ,r 73• 1s• xo• 4w (ep1TpY) LtA1L A,SO. D6Ka7a.OESx7N! PRESBittiE �;�,; - _ IM%WUM A7KH0>E SPA(YIRi FCR Mel &Q. P� Sp{EAULE BEY,Oe' APFM1ICA&i r E. AIRY NNOMUM t.tNOTN f } MAK AS,O. PRESSIniE' {.� - MAt0ARn1 AT1C4K1R5 SPAO«0 fE## YAa E0. PER �HEDUiE BEtXUT Af�iYAgLE h PANELUM 1ENS1N (n`) Tl1PCpN SdGlQ-9EF PE►iad.E � PEDS ZAYMAO•-NAWN CALK-3N 7APOiN3 _ - SOUQ-SET �- P �-�W/iJN G1UhIN To m m m m xi u' T° iD t° is cf rNd �-49' LESS }3 43' 13" /J 43 i3 /3 iS 13 t3' 1 (TOP E,-0„ oR 13' T3" 13 t3 i3' t3 13' 13 43" 13" _ t3 / E,-0-. p= 9.ESS 43' k3' 13' 13' 73' t3' T3• 73' /3' 13' SY 13' 1 (80TTOM) 13' 1S' 11" 1J' 13' FS' 13' 13' 13' T36 t3" I1 1j2 4 {�3ft�t) f3' 13' t3' t3' tJ' 73' 1J' T3` 13" 1S" f3' iJ" 2-(LOP) tS" tJ' t3• 13' f3' 13" - -13' 13' t3". 13' t3` /1 f/2. 2 {rE7P) k3' 13• t3" 13" T ' 3 13' S3' t3' T3` t3' t3` f 3". 2 (BD!TOM 1' 3 TS' i3" S' T f 3' t3' T3' 93 ` t 1 1 2 (BOTT07fl. t3' f3' t3' f3" 13" tY 73" T3' t3' 13' Y3' 11' 3 (iM) 13" 53` 13' 13' 73" _ 43` t3" t3' tY 3J` 7J' 7f t/2 3 [LOP) - - 721 T f _ 8f.4" / 8 i 4" / J (BOTtota) - 2 2 Bt 4" / 81�}` 1. 2t 'txi /2 /2 - Bi4" j E14'S / (Bo1TOY) E' E" 7Y 8° E"-iTDP} 4 8• - e. ^^ g• -. 8' .:. 8a - @' -^ (6R7f 4' ^. E• _ E" - t3` 13" 13' 13' 13' IJ` 1Y t3" t3' t3' i3" tS` E 1YCP) 13' 13' 13" 73• t3" 13" 71' iJ' t3` 13" 93` it 7/2 CICP) t3' 13' 13` 7J` 13' 13` 93' f3' SS" 13' 13" 43' 5 (BOTTOM) 13• tJ' t3' tl3' t3' t3' f5` tJ" 13' 13` 13• 11 1/2 S (BaTTpA9) 13" 13' 73' 73` - 73" 13" tY 13•. 13' t3' f3' f3" E (TOP) 13" 73` T3` 73' 73' t�'. i3' tY tS' 73" t3' ti t/ E (TOP} - 81/4" 81J'1".8 iJ+' E 1f4` - - - 61J4" 81J4� E(BDti:'• EtJ4" 81J4• E t #` 6. tJ4` - - - - 814" 81J+' 6. (RQTi.�) 13" a' 1S O sJ2 73" Y 13' r 7 1/2 B if2 t3• 4 tf 1 (TOP) R7 E4'-4` I3' aY 43' 13' 1j' s i/2" 73` 8 1/2` 0 t/r E -1/2' 73• fi 9 1 Tp 13` 9 i/2 t3' S t/T 10 1/2 7 t/2 73" Y 1 ptatrOa) 13" 7 tlr 1S' 13' /3• 70' f3' m" 71` tY t3' $ 1/2• i (BOTIGt) S if2. 13` t tj2^ 2.DOP) 13' E' TJ' 13' S3' a tj2'. f3' 8 1J2' a iJ2' S t/T" t3' & 1/2' 2 (ipP) t3 ". 7 1.• 3 ia` iJ" 2 1 2 J 13' B:-S J2 40 1 /2 7 x /2 73" E 7/2` 2..(BOTTWa ) 13" 7 7/Y .7J" 13' t3' : xp' t3" t0' tf' 8` -. T3` a 1/2` 2(a) - ,3 " 7 1S -.." t3 : iJ' L 12 / 13' &: t /2 70 IA. 7 t /2 tS" 8 1/2" 13` 5-1 JY 13� SJ` SS" 0' 13" 10" fi' 8" tS" 8 1j2" 3 �).... - - f2 1/2' 12 Tj2 8 f/4" 9 1/4" 32 tJ B. if4" - - a tf4` 8 7J+". 3(f>dT10M) - -• 2 If2 f2i/2 E 1/f" 8 7J4' i2 SJ2'!2 i/2 - - E ij4" E 1J4' 3{�3TWF2) 7' 3' 8' S iJ2" 7' 3 1J2" 8' +" +tit" 3" tit/Y 3`... 4 (TOP) 7 tfT" J' 8' 8" ]" 4" E" 4" 4 1/2' 3 1%2' E t/2" 3- 4 ([OP) f3 .• try - B•.. - E' - S x/T' - 7 iJ2` � 4 (Bti1TOM) 8"`. E' - E' - E 4JT' •. 7 t/T` - < (tiOilURt).. 93" r 13 tJ` 13' 8 t/2• t3' tT-iJ2' a xf2 7 i 2' 13". $' a (tOP). 13` S tJY !3` T3" t3" ta' 8 f/2" E(TOP)- -13` E t/Y (BOTiO4) f3` 8 tfa=. t3' 73" 7J' 10` 73" 10" 17' E" 73' a t/2' (ItpirpY) 13'13' ?" 7 7f2" 5 t/r 13" 8 (TOP) 1>• R7 13` 13' 73' a 1/Y 43' sit Y 9 f/2' a S/2' S3' a if2' E (TOP) _ - 8-i 4• :8 tf4` E .•' - -. 8 tf4" E t 4` $ tf4'. a t.+'. _ .. - 6 t/4` e 1 +' 6. (7%Rt'•) SFE SWF2T 4f FOR T'� &� FOR NBtAU,A7W3N5 RiTp YID FWFii INALONOS. • MMwUM ANGiOR SPACIINffi AND WMIRIM. IaBTFlISiE ARE P,0%dTEO � 'Itl8 liC7tEDUf.6 FOR E:O,. LESS i1itH f11b%ai7ED ON SFatEddAE AIffNOR tiPA�afa aY tEJL'l�LYEIa gRA<9!a OR SOIeOlA.E lTf 711E Fi7U1.01,170 FA4'RR!$. i44 7185 OPflt111TIDr7 m � P05'kS{t, RiD7RR� t7fACMMa OaLuaFA tlswFti FACTOR SOLI NOT � l.ii4 ifwR 7R♦wMnl SPACWO FOR EACH 477CnoR TYPE t%i 1HB Bga7,A.E 101at� lYP£ 1/6`f 1/4Y i/�• :. TJt''• 1/i'f 7f4"r aWOet atatl-8Et Fw4-Mt t$rela7la AtM3SR 5RrC0RG pn.) a s s s a ,/a- s tft naIAMUM«ee 4n) n a rJa' r s J +/a' s RtBTAeKelta.4 hWt J- a +%a' a i/Y 3 tJa 3 Yfi a A,aSLtL H10E Q1SL7NCE iAC)1Nt. 1 _ an s t tm lm - ,m tm � SPACINGS ONLY VAL)D WHEN SPACER 9 IS lam. Si /3 FOR MAX. ASD. DESIGN' Lt3gDS ie MAX. PANEL tlJiGiF�W+1EN FACER 6 USED. A.SD, DE�iN L#t) �� 40 PSFOR LESS 6'-B" > 40 PSI" TO 50 PSF 6'•-2` > 5o NSF Tt3.: 6Q PSF 5'-fO' - (SEE SECIfON5 & ALTERNAT7VIS aN SHEETS 93• it. 1S &i8) 1 J�µ !�• R-#A/t3. R-2A/13, R-3Aj14• R-tBj#3, R-28jt$ R-38ji�, � 1�. R-EARLS, R-2AW/15. R-3AWT6. R•-f8W/13" R-2BWj15„ R-3Bwj16. ,8 �'. O a o a, r `1j :i ti 3 I G P 7, I 7 I t/4'o-2L6r1`SS. BOLTS � (t75E FOR PALL 7fNG7)t ' PANEt�t17(GiH [ E i itEOUtAR S7OPoA PAW£:. ;. ! I � REQIJLAR STORM PANEa. E'-E' a 44pA. -#0.4 POLL. E f (Y!/ oaER1AP YID PANEL LEl7C.iti 130LT) t I* S , 7 4I Y-E" P L7PE SAFE)Y EL _ P.. i S MRl PANEi OVERLAP tENOTN 804. 7 } pTf ri 1 p[, -T 3 '� � LSE 2'-B" «N.'PhNEE. LENOTt, -.t,. AT ALL ipl2fldNaS S.S. H�i5 w t € F 7 { i i AT i E 1 i � � 1 1 Cj pi k I I 1 7 I i ` E (t` �A't"§iUo i 2 ! I t t j 3�� T7oN a i.IFE I ! i l i i I - - PANEL BCTTOM CORNERS , {i D.M..Q ' � ;,� , �-arf37iePa Of �. ! WING 1!AiT AT �� t....__wk4D NVi A7 �! 11 3 yyyJ; LEFT PAL#{. RIE7Lff PANEL 3' 1' INSTAl1A910NS ONLY YAL� P(7R NTND 1" 7MN. R-tAjt3, ii-2Aj13, R-3A/i4, R^1Bjt3, R-2Bj13* R-�/14, SPEED l7P m 770 ,n.p,R. j j j15, R-38Wj18. I R-LAW 15, R-2AW 15, R-SAW/te. R=1RWj1$, R-ztRY .(SEE SEC JNSTALlATtON DEfiAiLS F R LIES SAFETY.. PANEL iN'[Q W3}O� _ STR-UpCTURES v _ 7 Fl€AOER IRED a � � �1 4"0 TAPCSUt � ..7. 4`e 7APGOE) '�✓ f 4`P TAPCON :1 4"e 'tAVGM(. GraR a S'• O:Q: J a #Y' O,G., CHOR 81 W'p.O: { L1,C: � 3,-1"9-`t ,fig{3`✓ j `='t�f4x' 1/Y f tJY 1/4' tJx" 1/C 7J2' 7J4' [ (( I ( .• 1-. e E. ,n 1 � n � 1 � li i n t t tr#. aaxt• a ,7s� 41v1` � u � BASS � � fL...-...,^._..._._.� Ftli NNR -py�`71 ,awl aeR r-n ! 'ti` 8 I fE1a1, OAR r-es I u ., i � #u7Q. d 1 AMt, 1• n PANEL LLTOTti dN PAtkl LENpfN (SEE ELEVAT%!ti p 1 PAN1fJ. LES�'1X ON 9(ElLT 42) f�(a�i s�Ttx�j arc SHEEiE'LEYA 1KKi ' iM7 �-IEEi 13) B i � � .._ t t nRM^-sEIO fa 6EAss. ._ R i �2sE7PARArP+bN I �.✓ k j � � � n---sE?T�N- ; p Tp OLiiS. 8" f!. i� "" •,a lr2•� , a(atJa• as i I 2'%4• 1 o.a ! t 11 I 4"f TAPPON e t # � TAPt%Ix tffQtnREO 0` O:C- Mt(>iGR. a S' a,O. •. E.. � ANGNGR O 9" O.G. PUTE ♦ : �'.•'. }a S1Ap0E;REn-'Wf ST770 '^s � ST... wf STUD REQUIRED 4Y TAPCON � i �x#� - REr7,IRE0 - ALIREO O LT�E,� AN.E�#,�I O��F�PANEL 3 R7` �! SCALE 3/ail. Isom' 7tiul'+�y, �. GEMS •''.,q'� FLORIOA BUILDING CODE Nan NI h V+IaohY'HuPrkana Zone li47fS: Oman a - st. FJ. a Lem, i. INSTALLATION ARE ONLY VALID fOR AS.D. DESIGN . 44167 * � 24 GA{)E GAt.VAN1ZED STEEL STORM PANEL , �, PRESSURE RAT3NG5 [[D•s.f) AND PANEL LRaGTH5 A5 RAL PROTECTION P TLC. PER tO.EVATXRI DN SHEtT t2 �. STAT)? 0 +L � �► � a«a. R:F f0R FRAME 2. Nl1Y WOOD CONSTRUCTION: WOOD :� a taib aw at stomas MEMBERS TO � SOUitfERN PINE Na 2. W/ 'SPECItTC y. C±M x1flR1a : • rw °�• � a�4 .• %tdit' Exa#)BDF-7(Na. FNC iaa4)eaB'°d7e7 2D-17S OENSftY OF 0.55 0R FOETAL- / •�-.Yxa rr..�+.�.. - aRaYPki Iq: t�f � CA^tea#7Yi YIR JF iIrMSP Im r p.Ww our 7MLitR A'dttlf rig. P;i'; a tx- x , 7MN%tr to dF la MA%.. AS.Oi PRESSURE fro MA)gM1A! ANCHONS� SPICING t'qi aAtd E0. PER SOk#SILn,E 1U.�v APPLICABLE 1aA147AIA P PANS. ll:7VBtH (n•) MAX. A,$,O- bE3fOW PRESSURE WOIIM47M ANCHORS SPACING fOR. h8N E.Q. PER 9G)fEDUii BE40aA' APPLICABLE PANEL. Lfl7GM TAPC4P1 SOLID -SET � P PLLS'.� FAM.4G-NNL81 CAklt-DF # � TAPCON SOUO••SET P P�,q : XAMAC-NABiN CADC-d! & m m m m m m THEN m ,a m >+aE, -9E + � 78 iS' ti' i3` i3'. 7S 43' 13' 43' 73' 12' t3' t0` -s OR : LESS + �-78 +tta-itit$ a 1f2 13"- $ t tY 7 1 Y s t a t Y 1 E.-0. (%t Ik'SB t3` Tt' 13" 13' 't3"_ 13' 13' S3' t3' !Y t3• /C t (BpITON_) EY 8 1/2" 11' iS 13` 9' 73" 9` 10' 7 if2` }J' 8• t (BOfiMI) 43• tt` 13' J 3 S i t2' i 3" 1 �' 2. - (LOP) t 3' S" 1 !' 0 - 7 tY 8 1 Y / , S' 8 1 Y / 7 1 /2 fi l %2" 43` 13 tt t3 13 13" t3 t3 13 7J' 12 13" 7a 2 pNaF1DM) iJ' T iS 13' t3' i/ f3 /2 /2' /Y t3 /2 (BOTTOM) t3` 1t" ,3' TS` 72' 13" 30 - 3 Da') i1• r a ' J ,r 13" at : , }` 4, x'tQt [ /2 T1 l2` is" 6" 3 tmP3 2 1 /2 12 I B 1/4* e Ile 1 2 1 /2 f 2 1/2' 8 1/4' 8 Ile 3 liOTfOM) ( 2 T2 t 4' J 2 t f2 bbi" f i 8 JA E1/4- 3 ISpFFOM {) 8a S 8. S' 9" 4 t /Z 4OW) r J• 8" 8 1/2- 7' 3, / T" 8` +' 4 1 /2 3° E 7 JY TAW 4 (TOP 8" a" $" a` 8" 8' 8` (9iMOAi) a• - E Ii''Z" 8' - 'S' 8 7/2* T 4 (�71TOLG AS` 74' 1J` 13" 7S` 13' 13' t3' 7J" tY 73' Ip' (iLLP) 7'3• E 1/2` 1S' 13' tY !r 73' 9' 10' 7 ,f2' f3' C 5 (f�) 13' it' 13` 13" 3J' f3` 13' t3` 13' 12' 1J' itY _ {�110M) t3• 7' i3" 13" 13" a 1/2' fJ' 9 t/2' 10 t/2 7 t/Y 73" $" 8 p97IT0Y) 13" it' 13' iJ` 71' t3` 73` 13' 13` tY 13' t0' 8 ([OP) 8 tJ+' 8 if4' - - - - 8 1/P 8 iJ+`. d {pOTi!z - - 8 if4' 6 7/4' 6 ,f#• 8 If4` 8 1J+' 6 1/4• - 8 ij#" $ S/4' a (eOTT.•*) f0' l7• E" 13' B 1/2` 1 (TOP) > TO 8'-O" t3' b' 13" 0 i/ 13• B t t3• $ t/Y 7 1/2' a 1JY 13' i 1 t (FOP) . > Tp 7'-g' _ 13' 7 if2' 73' 7J' jr 40 1/2 73' TO IJZ St i/? 8' 13' T 1 (BOitOY) 7S E 1/2` f3' i3' t3' Y i3' 9' 10' 7 i/Y 13• E" 1 ptO1T01n 11" 7 1JY. ,3` 13' tS" ,p" 13" SO" :ti" E" 73' E if2' 2 (TOP} 1S S` t3' 6 1/2" tY 6 1jY. 7 1/2' E t t3' :4 Y/T' 2 (TOP') 43 7 4J2'. 13 13 73" Oi/Z 13 7D tJ2 1 9J2 ® tS T 2-(g4i'ipM) 13 7 x3 13: M1J iJ2" 13` 6 3J2 O 1/$?: fJY 73. i3 7 4f2 7J t3 73 7C Y/2 73 to Wit /2 t /2 8 13 7 3. tom')... 13 7 iJ 7 3. t3"' S t 2 J tJ` $ t 2 /. 10 t /2. 7 J2- 1S 8 3 (TOP) B i/4' 8 tJ4` 3 (EOTFdd) E 1/4" J (BOTTOM) 7 1f2" 3 f/Y 8` 8" 7 TJ2'. 4" 8" i iJa" 6` 3 1/2" r 3" 4 (TOP) 7• 3" 8' E if2" T J 3fZ'. 8' 4' 4 i/Y 3` 8 1/Y 2 1f2" 4. (TOP) E' 13' tY jr SO 7/Z 13' 10 1J2 1 if2 8• 1J' T 8 (iGP) iJ• 10' 7 iJ2' t3' 8' 1S• 7 3/2` 13' 13' i3' 0 i/2 13` to iJ2 -t if2 E• 13' r S (Bot1oY} 13' Y 73" f3' 13• 9 1/2' 13' 0 i/2' 0 1/2" 7 t/Y 7J" 8' 9 (BOTTOtt) t3' 7 1/2' 13' 73' t3' 0 i/2' 73• 101/2 tt t/ M 13' T 8 (TOP) t3' S 13" 13• $ t/2' f3" a 1/2' 7 t/2•b i/2' 13' 4 t/2" 8 (7OP) 8 7/4'-. - - - 8 / 4' 8 i/4. 8 (BOTT.•') - - B t 4` 8 t/4' 8 t 4' 8 1/t' - - E i4' $ t +: 8. aOTf.'•) SF.E $lMiT 1f FOR A tYpE 2 EfAGa%t POR NS9oaae1SAf6 WIa MOOD iRWe BIRlOM108. • Y%a4,8/ ANCKlR sPACa1p8 AM MN4UM737tlE 915a\MQE AM %aXD17Ep aR TM aatEaaa Fdt Ea I,cas T7Pa! ,RolaTco ON a,xcdAE 1 u,GnoR SPACING BY M,R1W1.WN0 : aHa»f off sttfft%Ac ar iNt IaL10ae1D FrataRs !T#I ttas OPefA1,ON m � t+O65R1.E, tKWCiD tiFct/0 0!'F B.D VaeiO frcSOR 9twLL ItBr BElE35 7tPd1 IelYA371 fiPACM6 RRMGOED FOR EACH 4NeNR TYPE ON THIS i7q.INAE ANl3i{�tYPE tJ4i IJ44 t/4'r. i/4i 1/41 1/t'r 77tP<%M eaRo•eAt fud+a�a#a aa7c-N YeaAtE, AtaGgR sPrcgRa (a,.) 3 ! 3 a a 1Jt IAOIRAWMHaBE Eaa) s.. a t/a` a• s aBrAxFr&fE.aa Muir a s :ta` J ,/ar s t/a s ,fa" At'RMt. EamE pSptflCk PAaTOR a ,N' J. 0.to aTe - Im - bes 3 4ra• ,m tm - tm ,m f• SPNdNGS ONLY VALID WHEN SPACER ISIkSED. SEE T,�BLE 1: 'Fai W. A.S.D. tF LOA(7S &MAX. PANEL. WkiEN SPACh72 � IS SIRE &tEEFs to t is Ftl9 ANCHORS feu�mvALutat+B Ina Yn7aNY ANCHOR SPAOdA18 A/ID itR1PwIM ffiGE I�'fAtiCE ARE RRO7CAT� INf FIRS 1� f.D. 7f55 7fMN lda6T7b aH sCrf7bstt.E fap,tcE ANCHOR sPAa+a er a$R31PLYkic truxRp arnrR oN SCHEDULE BY TFff FOElOaam FACfpRg fiM SF� @PEMl10N 10 BE PDS'�F. IRttIGED SPACnIa QaTNNW 17SaW F.iG'TOR Sf1AEi NOT BE LESS 71NN MMIRBIY 4PAC1tP7 %t01GTTD FORFAOk ANRgR TYPE ON THIS BLY(EUTA.E ANCHOR TYPB t/i1 tAFC0f1 tlllMllN. ANCHOR MMOgQ ¢z3 3 rMxM,Wrmoi 1kr,•q,a 0� �,,,,�� UP,PrIz t17Fa, Ey a. a a m� damEt� as.T Ba«R 11/a' Qa6 a ,M. aei J• esb 3tY - iN�i� WOOD STRUCTURES p 11W1 I 18 ANCHM P" SWWN ezi &TERMIP4 MW ON VEET 10--- --;!1: Mq� FOW/0 JAIM LT.,. S, /2 ;"EZ O'll ALUMMAN MAST LAST PAREL(3) TO BE WALLED AT EACH OPENING SHALL ALWX(S SE PROWDED w/ RM H M TO FACWATE O�WALLATION IF f TO BE 04STMI'm no: INSIDE or STFGVVRE� AT 2 PERI OF V -7 HAND STORM PAWL SYSTEM (END'PANEL) itNTE'RIOR'PANEL') (I IOR PANW (INTERIOR PANEL) 91101100-FIRANIEF =Mrtt TRACKS TOP & Wl NOTES 2, 3� 4 1 SEE NOTES 21 3� 4 '17 I 1 (2). M PANCLS SMALL AM ECTEO to flOrmw IRACR MAX OTWOMSE 4 STOP "W.18ALICOV"TRWOM Al TOP OF =4 PANEL UNGTH PANELS, 3 IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION 11L -N SKAU OF 4'*2Gx3/4" MS� W/ 7/8"00/32* WING E,3112,f I 4t,-20*1 NUIT Olfr Mitl� THUMBSCREW Ww TAPPED BOTTOM /4F 0 FW OVERIAP TRACX� LOCATION OF FASTENERS MAY Be AT EITHER OF TWO, Rui SEE SECTIGHS AS APPLICABLE) EdMOR RAT RANGES OF END PANEL. i-L-L-L -LL-L- 1LAL1-LLJ-JJ Box (4% IN ME INAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX. TRACK (;;4 STOP BAR IS ONLY USED AT AT LEAST TWO 'FFI-T11TTTT-T-1T Z I PANELS at CONNECTED TO MMM USING, SPECS N NOTE V) = = L Li2t -1 1 1 11- 1 1 LLIL 1 11 14-1 1 1 1 W UP CONNECTION OF -1.1- Lj J-1 J- L JJ- L J L JI JLJJ -i-J-1 I-j-J-JL ---L--j =101.1100ttom PANEL LOCATION. 9M 0 .., . EE Nme-4� S ore A- I, wm ONLY VAUD FOR WIND TEZ L3 ANCHORS 3 170 M.OX --(SEE SECTIOW EZI & ALTERIMIK EZnN ON SWEET 1 /11, 8, TYPICAL ELU91ON EQR $ERIES 2009 E-Z HANG MRM PANEL aLsymm 01) SCALE: 3/32'-1" mew 1/4- AftIt, GAP o go am 7 7 7 77 vo MW. Wr 7171 50119N A -A SCALE: 3/32"-l' FLORIDA BUILDING CODE (Man Ngh Vitioally cans Up*) tem *Rcc� W- % 24 WE 04VANIZEO SM STORM PANEL OEM" al- z .441�67 fSTAn 0 11LIEC0.16C. GLOBAL PROTECTION PRODUCTS, U.C. F=9 law I? of is aIgNGINEERING t E - NGINEERING at ').- �Y � , " Page 2 of 2 AllAnteridw Shutters and Glass -24gaGalvartizedSteel StomPancls F-IN16111114EKRING E:XPRE886 PRODUCT E:VALUATION RIEFORT No 33% increase in allowable shess has been Una in " clesign of this product Separation from giazIN is not required for installations outside of Wind zone 4 and essentfial faciftles, September 15, 2020 iMpaCt Reslsftnee. App"on Number. jMd - R2 EX Project Number 2"1543 Logo Impact Resistance has heart demonstrated as evidenced in previously Isted WIR report(s), and Is amounted for in the engineering design of this product. Product IM"uractureir M American Shutters and Glass IM-anollacibuarAddresm 1W Porme Road Mnd Load Resisitance West Palm Beach, FL 3UOS This product has been designed to resist wind leads as indicated In the open schadule(s) on the respective Product Flvaluallon Document (Le. engineering drowing). ProducliNamaliDespripi[ow 24ge Galvenizett Steel Storm Panels Large Mitosis Impact Resistant Installation This product shall be installed In Elliot compliance with Us respective Product Fvaluabon Document 0.9. engineering drawling), along with alt components noted thereirt. Scope of Evoluatlon: Product components shall be of She material specilhad in that product's respective Product Evaluation This Product Etthleudlon Report is baing IseAMI in accordance with the requirements of the, Ft"Ide Document 0.& angineeting drarwhno� Department o(Sualness and Prolessarmi Regulation (F"a Bullft Commosslon) Rule Chapter SIG20-3,00S. PAC., for statinvide acceptance per Mathod 1 (d)� The product noted above has been Umftaons & Conovolls of Use. tested gndW evaluatled as surnmadzed herein to show compliance With ths Florida Su#dbV Code So In 1�111- and *,fN DUE, purpose intendied, at Wag equivalent to that required by the Code. &0 L49 of this product shag be In Wd Accordance with the respective Product Evaluallon Document (I.s� .l.ation R.r Product engineering drewing) as noted hemin. revielons. All supporting host Structures shall be designed to resist all superimposed loads and shall be of a material listed I this producra respective Andtor schadula. Host structure conditions which are not accounted for Substandafing Data. In this = respective anchor schedule shali be designed for on a ske4peoffic basis by a regnasted professional varlifirlear. - EBODUCT EVALUATION 2MUMEWS All oDirpanents which are permen tlyinstaffedshallbeteratectedagainat corrosion, and FX drawing #20,31543 taad'24ga Galvanized Steel Storm Panels OA+V & Non-HVHZ)*, sheats 1-5, otheor such damage at all thym� prepared by Engineering Expreers, signed & elected by Frank Bermardo, P,F- Is an Integral part of Ws This product has been designed for use within andl %taide, the Hgh Veto* Hurticane Zone (HVHZ), Evatuallon Report . TEST REMkT$ Onfleum static structural performance has been tested In accordance with TA$ 202 test standards per test report(s) JIIBT-ASG�l 7-001 by Slackwater Testing, lnc� Large mErale Impact resistance, and cycle loading performance h" been tested In accordance With TAB 201 and TAB 203 test standards per test reportl *BT-ASG-17-001 by Sla*wolsr Testing, Inc. ftUCTURAL EM-NEEMING CALCULATIONS, tz ;.,7, Structurall engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify &to following design Ontario: 1. Maxitnum Allow" Spans 2. Minimum Allowable Spans Frank Bermardo, PE 3, Minimum Glass Separation EMS11NEIRRING EXPRESSts 41� Anchor Spacing #PEOO46549 I Cem Auth, 9895 160 SW 12"It AVENUE SUITE 106, DEERFIELD BEACH, FtoRX*A 33442 160 SIN 12" AVENUE StItTf 106, DIERF19LID BEACH, FLORIDA 33442 (954) 354-0660 1 (066) 396-9099 (954),354-0660 1 (066) 3114-9090 TOAMOt�61"EeIttNGEXPRESS.0014 TeAmOENGINEIERINGEXPRIMCOM ENGINEERINOEXPREMCOM ENGINEERINGEXPRESS.CoM "10) 2 -4- T� 'M 1 -A tz� 'T, J Z ; IT P" -140T, 0 A, ,?Tr-. H q wr, JJ u,, J , -Ma V A1' 1� 1.1) Ln Al Al_XzL- 3 �g, IV '-' W"ZV ARY- 0 01 4 t4l-j T- -A- IS b yl,: E -TAIL DETAILA F-QR WM-10URED ONCREIE, WNCRUE SERIES 299-0 E HAN9 BLQCX ANCII W= ZRU919M Tr.-, AF77 TAPOON CONCRETE BLOCK -ileo ANCHOR 0 Ir tLC, L11-9r*-TMW MIr REQUIRETL jl4ll1* HEX IV - 41 WOOD I'm 1101' MIX WAS M mueam 0 41 FROM EDGE OF Tyr Ilr POP # 1, Ran, It~ POP I River t look 0 PANEL LENGTH MIX Awa LMM -06 0 TO OLAS.- 'L' OF I It 7 - �7- 7 7 TAPOON ANCHOR stm POURS) ORM OR CONCRETE SLOCK REQUIRED EEO, I SCALE 3/8-1" ALM E21W SCALE 3/8-1- 0 ........... HIM 1. INSTALMON ARE ONLY VAUD FOR MAX. A.&D.. OESIGGGN PRESSURE RATING +/- 40.0 p�s.f. AND e-O' MAX PANEL LENGTH, Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MIN. PANEL LENDTH SHALL BE 2'-S" FLORI NO,, 4W 197 P2W omoa�. W- S StATE /rT11LE C 0 ZOR0 SUILVING CODE LN.A bb !*-Iocu Hwo 24 GAGE GXVANM STEEL STORM PANEL OLORAL PROTECTION PROOUCM LLC. SA. 61394M Anne ZOA01 CA, AMC - MEMBERS TO BE SOUTHERN FINE No Z W/ SPECIFIC 'k At 20-175 DENS" OF OL55 OR EQUAL Upia"k�. VALM . SHEET to =11 ALL AMERICAN SHUTTERS AND GLASS 7WV1Ntk MAXIMUM ALLOWABLE "lorw I by 24ga, GALVANIZED STEEL STORM PANELS CHVHZ,8L NON-HVHZ) DESIGN PRESSURES-IZA �64 NOffTED IN DESIGN DESIGN NOTES: .UL,S ffS SCHEDULES WID h U14LIMITM -11 D�1GAT-1,jES,�ML1I1,--RES- - 1E. IT Lk r Ont R 0 L E DETERMINED P, q, PANEL SPARO 4,H�S,,r WS A SEPARA 6NGIN 11116 111�ACCORDANCE WITI THE V), TOP MOUNT (CONN- 0IReMF 'OV WAMG IN' "�H Fr DE Al -I V ACCOROANCEW1 HASCEWCHAPTER TYPE,AS,REQ!,D,) TYR. 'DIN13AICODE SHALL BE LESS THAN '.61 SEMONS OPTIONAL STITCH LHEFIMDA-S OR 101�KAT To THE %IrTVE LIS eSATIV8 DESIGN P*56URE�QA VALUES TED HEfU=;N FOR ANY" 0-2d $OLTS WItWWASHERED ASSEMBLY A , 111-1401 2 � WINGNUT5 FASTENED OVERLAPS 0 MIDSPAN (USE GENERAL NO-FES: 4 APPROPRIATE SPAN TABIE� '' I �j7IATI.�E�rIBEJEN'-. I XCC.jAV ,�,E.EU % I..- = L I'd I R ... VIN -4E. .11,0 6L ,D� .! A I WKTH E00VA104 RI;Nloh'T' M WNT004& I TA �ft � RO OCINGLUMN �Tl� i AND CONFORM TO ALL LIOCALONED DE TA , SLWL1,1=0 Nty� 6EE161 I 17111A IEtON11DA&?TATEI1 1111! 14 MAY R1qV7RI! _SrTEjPECFj AVOITIONAl CS E SU NFEERINc' �AXHCREA, 2, N023f-fj--� E IN ALLOVIA13L -STRESS HAS BEER USED IN THE T at! RES", R Ul"DIN II AT ED U, po� "a"FaiM 2 % MAY BE AT 7�0, a. BOTTOM /-l*'N TYPICAL VERTICAL MOUNT ELEVATION MUMTESTE-10 N7,S. ELFVATrCf4 Nes NorED R TSE IF OCIATTO TOP MOUNT (CONN Lmax UPAL QUALI RZTZ) fS?ANA6OVf K51. mALLOY LLI BOTTOM As EELO NDI KONU n,5,D A MAY 5E M OU NTED VERTICALLY OR -j 11LINTTYPE IONN AS REQ'D) MQRIZO T!A I A5� F L IZjN IELLIS "i 1�: CONCRFTEM,I�O=O�FE aH-U"`1ALLoR2M,1-1.1E6T. OR$ B 'ONjC ISTAIIAIL�. "ET AN " R 5 'M ENDVI 9 _ 001�!bAW R!0100"L�e '1NSML017ELVW7 ALI MIMaIR! PA. I 1'4'1'15A R I A U ITTO E T YSIB� --)BSTRUCTfON, -tL TION MAY VARY) IATERIAL 2 -TOP,MOUNT e5taxly NOTRAT FROM ICONN RE AS R"�� AL X VMCFt1) LABEL 13OTTOM MOUNT (CONN-/ (,SPA�i r ELOW TH ro QYV; N G AN 5H RS, 0 A B C MOTT' H11, I 'a AS M �TSIREqUIIIEII,, A LY,�-20 STITCH S�1,L,1,QSIWITH WASHERED T�S 2 1 9 0 1: C PR VAL NUMB MUC , �111111LSMAYBENOrCHED CM P H TI , E; b CINS . A=0DRE§P4E`USE0DN1NVFH1CH SA r, SPY V. NG NUTS FASTENED 0 -zy 20-31543 SE ROCTION "RUCTION , OSPAN �11-E "VERX APPR TAIIENI 'ANITAIELE _I VISIT EGALCJ6i31M VERTICAL MOUNT ELEVATION /7"N (NbTCHED PANELS) NJIS� ELEVATION *�Dv, 4 o4o, MINIMUM ALLOWABLE SPAN SCHEDULE ALLOWABLE PANEL SPAN & GLASS 24GAUGBPANELS MINIMUM STORM PANIEL SEPARATION FROM BLASS (WMININCIZONEII&ESSENVALFACUTTIN OM14 1AUDWASUE INSTAUATIOPOLESS "INSTAUIATIONSGAEATER PBESMJRE TH4N3VAeOVEGPAUk;tTHANAcAROVEGRAUE (PRE) --W-30 2361. Wile- jEaU In Szo in "Ins's M, 648 111 235 51 $3.2 in "'Es 4, 63110 i PiR:= 2,00 1. Im"flul H smug Mel E,� I In at CMMONSAT11009 BOTTOM Z. M wwtolnot Rom QASS to Reppir" "'" A�akm. to GmtAml," �T worat, MR 3, FOR A11WALOOM MOUWMMIAWEASQ�V. WIMMSMEMOSIW-SANENOT Y$ED==Lr 0�" W OFTAR, r � 1 0 :rAMMNO�Mlq101 to== YTYcI SOL I Z 100 I EIN fit 8 SPAN SCHEDULE NOTES' ZI I� siTTEIR SpAs ScHeOULM WITH NWATive 4 AJOELFASTINERSFACINIS TO DETERMINE MAXIMUM AU4WASLE STOW PANEL SPAhl. SCHEDULE IS ACCEPIA&Z FOP. USE WITH POSMM LOAD$ Less THAN OR EQUAL TO ADJACENT PA?a- d! 2. BPS` ARE StUOS USIED W CONIUH&MM WITH ALL MOVIVIING "USIONS vF-TIRAM molow ANGLE, erc.). use &,2v W/ -WT*W,= ""N"WkIr "Bill, D.C. PANEL PAST16AM SPACINGTASLEVALUIES FOR fmcurcetva BUILD OUT C=L 3. WERPOLATION BETWEEN LoAOSts ACCEPTASM OTHURWI$ USIENEXr HIGHER A, 20 x a x= SOISA, - 0 40 GLASS SEPARATION NOTES, WIN - ts. MINIMUM ALLOWABLE SVARAf'nOR F Mr. TO BE PROTECTED. ROM THEOPIENI 4 SCHMMIS REWIRED FOR USE WIT"POSITIVE LOADS OWY� INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEX T HIGHER LOAO� 91ob) 3. FOR INSTALLATIONS OUTSIDE OF T�HIE NVHZ AND OUTSIDE Of ESSENTIAL TYPE FACOUTTES INASTH WIND ZONES I THROUGRILITHSIStASSSePARATION SCHEDULE is NOT MINIMUM SEPARATION FROM THE PROTECTED at, 4AW -.1.; 0.1 VALUE 01 IN ANCIM M" Dam 20-31543 1 0 SPACIW 0 &10 Potew - QkP �011 I�ERTOR E65-TENING DETAIL ,,-a-ON&L-EG.R-ESSEA-NE-LL)E-TALL OR FAST 14G N._,7 S. m5TORTF-0771 Z25Q" 0 .94 U a 113 GA Typ. Tyr M -T -0.5 0.0,94," MtPAAi )62 1 IVIN-9 n 1,93a" L930" "000 24"! Typ. E 0 6: : .20, 2.50, 2,00o. �- 9 . T-, 1,- 2- 'IllUI-0 'U' HEUISR &Z MAX 0 61. k, 0""6a �% JL I L-DL� il qFT 77 j;;;rT7 "AEqf6 1 11 W, cow T j Oe, , 40.710' T", TyP. TRA& ANZIlL -.AcIt 6�1 111WT 0 I'LL @Angf- 9R Oil z 0A, it kv e� 7- A UE -K A OVERLAP MAX. -T 39 MAX, LU U 1,000. EMBED 'zo, OVERLAP 3 I .jt �� Nil 117 R D jMPI4OUFJTClOoUMP0AIL R�T pill, I 0"o XFE 20-31543 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANELFASTSNERS @ L2.5"OX, maim= Iffilmmmomm MIA! NON M mm"TERPROM I y 4 MR. T 11 Ui 3/4" EDGE DISTANCE TYPE (ps 111-.,'2�EMBED 31 I.; .�. 41 0::::XBVMVW 48 5� 7a L2�51' 11. 1 ft.!" 160" x Be, I �t 11 I,-Ul, 6. 1.,Er Bm'. 12.51 16.0" L47 6 12�5," 1P.0' 6,0` TZ'S" i6�O" IV.0' �l5O" 14.7 " e.9" &D' IZ.5- 1�.o` %0- �6-(V 14X' 6,P �4,�r" 5,11" 11-2 9�- 12,5" 16�13" 14,7" EO' 3610' 1.:7" 6.." In .1,t - U� mmo, 33 WOW— 4 i 48 _!2�L 12,$" 164" 16,0" 1(1.1" 11. 5?' I&V All 7:0- 12 tZ,V SI" il,71 150- 9.7.� 1.�; TF"; TZ: T 9;�i, 5,6. Iz5" 16;0" 5,61: SA S.6, 5,6" y4".,1-4/4'rM , 0" 33 To �Rw 41 49 5z 72 tz�51' J55.011 15.0" Ils.011 11,31 102"VWIA TZ. 9.X 12,5" 164" SZ`,I�m 121511 1'V� ILA 'O'� ILA 1215, 1L 3, ELL " 7 12'5' 12,51, L11511 1,510,11051 Is011 941 Ia. 5'. 1I.S.- T6-7- itI2: 9L" 'i` 12.5. I? S' 71,luf. �V� ffluo 3� Q .1�1 41 s... ia cl� 80 1 �91 151$� 6'0" "1. 12'5" 1.1,111. "1. 0�23` 1411:42A2 f54" .. 6,4F 4, 7" 4,0". 1�2$� Lf 1., 1. 4.L. 10,25!- il-31 4'" 4 W, 62.,. 4. &Z.V1 4.7, 4 0 �Zj ev 7 ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TDAIL PRODUCTS CERTIFIED HEREIN, BUT ONLY,PROVIDES CC MIA�IMUM ALLOWABLE ANCHOR 5RACING, NAxi mum Ai.LowAaLuzPANS AND PRESSURES INDICATED IN SPAN 5CHEDVLESHA"PPLY� �NTPRANrHORSCHW�JLE'$A5ED014PANCLFA$TENFR7 NG , HtC�IOS� THE E�VSTING STRUCTURE MATE &ANCHOR TYPE. SELECT DE N LOA E UXLTO N ATIVE DE51GN I Oah ON ;HImFQ 4 Nn �Fl PeT �Ph N ATIFAT90, THAN nO F�Ijhl TO qI4 Prt NS. ViN-L �S"PAN`179� ORS, V 4NE E ALL "N- " L 4 '1 �`ml UM E 2A I' � I To IAJ A - i-T P HIM UMAT 4 r'l' " "HER A PAN HEAD, TRUSS HEAD 011 PER HEAD I N A _,OaGT�j r MEN A OEOCE�T N� �o E aLUDE, S"'C' 20 MW S ANC�HOR GONDIl S14HJ"4R, NOT LOP, ABLE US UNTING CONDITIORS. POLATUDN IS NOT PERMITT.IiEXPOI1 USE WITJ1 THE ANCH01ISO-EPULEES LISTED 0 (n -0 -CD > 0 CL CL 0 0 cu C-) -0 U) -co U) 0 2 0L C= C) -0 ICU LL %+- 0 > (n .- -0 a) ZZ E " 0 Co 0 L- CL. ca. 7aA N- 0 0 CY) e >< W LL a_ 0 n: "'L, > CC 0 L1j 0 L- 0L 0L 0 0 OL - U) co M w z z SHEET NO. SH 1.5 'k 0 01