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Home My WebLink About36351-36371 Garden Wall Way3 v v v- _rn C14 I N r-j cV J 00 00 0 I t` m 00 0 I N co Cr I N L 0 v c 0 N I cV 00 N co co I r` w M C> a I / I- 4 v Ln 0 c 0 ¢ N N / v Q E E 0 c C J N l 0 U O C 0 UI / U 0 n- / v_ J n.- a� y I Y / / 0 v U f7 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec, Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Fig, Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK, Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh, Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KNWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 06-27-17 12-19-20 02-16-21 06-15-21 08-09-21 08-20-21 2.00 2017 FBC CODE UPDATE 2.01 UPDATED PER FDS REVIEW 3.0 FBC 2020 CODE UPDATE 4.0 ENG. REVISIONS PER TRUSS ENG. 4.1 STAIR SECTION REVISED - C.M. 5.0 NEW ELEV. X (ENHANCED) 6.0 REVISED SOFFIT DETAILS - C.M. Miii � i�i..J1 UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 6 - UNIT TOWNHOMES (ACCCCA) .......... 6-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-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 8.2 ROOF PLAN ELEVATION X (ENHANCED) 9 FLOOR FRAMING PLAN 10.1 ROOF FRAMING PLAN__ 10.2 ROOF FRAMING PLAN X 11.1 UNIT -A 1532 ELECTRICAL PLAN 11.2 UNIT-C 1624 ELECTRICAL PLAN 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS _ SN_ STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cc C) Q c, � ,c►'3 m � d;t C o N�- 0 N N' w laiiu ,t . 4 , r.- NN (7'. 4�• f�k , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 4 0 8 o N CO (D FV � ® 0?N N Co N c'nntia 0i y Vim' � ti M # J -J LL LL W a � d Y Z C O c n w=6o_ 0 CC � W _N �pjO' S m (w Z ccN Z Q Z N OU v U W 11171 M N O � O CO O ¢ d J a U) I^n' a (D lrT11W o W Y � V 0 L.0 N W J I.- _ E 1 c U) m i Qrn C w MZ O IJ1 w o �� Z aN <® 0- E wo rz Da to H CIL o x a ¢ .0 D V O < Zo N z O ¢ Q wW ¢� r � ^ O Z .0 m 0 o ZZ Z Q7 J m QW � 3 ¢� 0< Z. g W fl a 2� a N W U �o F 00 << 0w o � zl¢ � 3 c O 0 > (Q CO T L C� r Cy') CM N N Cr NU 00 U) m N N I- 0 Lr) s] N L O .� NO M N LO m Z Z E N T CC CC a E U -J ¢ O JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. - - ll. I. 4..IliIli I'll 1A Hae.,ll 1. 4..14:.1.,- t-i .i NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. �* 1/8" SAWCUT x 1/4 FSLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 1112"=V-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE - FOR EA. HORIZ. ° .. ° REBAR, TYP. U.N.O. °0� °°� `°• ° .. ° •°vim TYP. CORNER BAR PLAN DETAIL SCALE: 11 /74'.0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1 A W.W.F. d. < y4A4 ed a d ° a d (4) #5 REBARS CONT. 4" Z-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BASE PLATE —, YI SECTION A -A �F47 0 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE — ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB (F"'M24 BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" SYMMETRICAL 18'4l & 18'-0" & 18'-0" 01 1'4" 13'-4" J 3'-8" T-8" 13-4" -0"j '-0"jo 13'-4" 3'-8" VERIFY 71 VERIFY 3'-0" x T-0" x V-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 T-0" x T-0" x V-0" PAD PAD L L PAD wl (4) #5 E.W. L 53 HOSE S3 S3 2'-0" x 2'-0" x V-0" OSE HOSE 2'-0" x 2'.0" x V-0" 2'-0" x 2'-0" x l'-0" BIB w/ (3) #5 E.W. PIR w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE � � CONDENSATE CONDENSATE LINE 4' ELEV. FIN. I I I LINE ELEV. FIN. 1 I LINE 4" ELEV. FIN. 1 A w 1 o CONC. SLAB 2 W o CONC. SLAB 2 W 0 CONC. SLAB 2 I I 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 0" '- "1, 6'-8" 3'-10" it 3'-10" 2'-8" 4" % 4" 1 1 % -4" �� ■ ■ ■ ■ ■ ® ® ■ ■ 0 Ir -- — _ PROVIDE 11�RECESS FOR — — _ I _ _ j— Tj — — — — ROVIDE 1Y" RECESS FOR I _PROVIDE 1 "RECESS FOR— �, SLIDING GLASS DOOR, REFE TO — I 1 LTD�I-NG ,( ASS DOOR. REFER TO r — SLIDING GLASS DO . REFER TO I I -I d I MASON'S SCOPE FOR WIDTH I I ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH Icc J ® ( M PROVIDE LINE FOR D1 `00° I I L D1 PROVID EL NE FOR M I I CD M CE MAKER NE FOR D I I I c� I S3 1 ICE MAKER I I I I S3 I I I S3 I 171 I ' P I 11%) 4- YMSLAB FORI I3" IN. 3000 PSI GONC. I II L� I 1]T IL�J j I H2ERNAN00 DO COUNTY ONLY. 3Y S;>CONC. SLAB OVER 6 MMIN.IL J VISQUEEN VAPOR BARRIER ® I I I I I I I DBL. SINKwI 00 ( i I DBL.SINKwI I I I I oI I DBL. SINKw/ I I I x C.J. _ -_ DISPOSA _ co _DISPOSAL - _ _ C,J, CO DISPOSAL `0 d D1 I (III rd11 -,III IIIQ) 110111 I I III J JII ( I I IIL JI.__JII I I I I I uL JL JII I I Z STORY U.N.O. I -i= JL — —�- I - �— — J L= _—� I I L= _� L� _ 0 12'-5" 5'-111, 5'-11 " 12'-1 " 12'-1" 5'-11 " I ® ( I PWO I I PWO I I I I PWO I D1 D1 I I D1 I M I I C5 ^�� `° I I I I� I 1 I I I I I I i II I I Arm 14'-6' 3'-1 " I 13'-10" 4'-2" 14'-2' 3'-10' co 1 o I I I I I ( I o 1 I I o coI r r 0'-0" ELEV. _ I 1 0'-0" EL E In OIL 0'-0' ELEV. I I I I I I FIN CONC. SLAB I I FIN CON . SLAB ® I FIN CONC. SLAB — — C.J. c.J. — — �---� — — , C.J. _ CD GG I I I I i I GG I I GG o ® ( 53 I I S3 I I S3 I @ FOUNDATION I I I I I ( @ FOUNDATION I I I I i @ FOUNDATION I ( I I 0 '-4 1 " I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" co I 1 60 I —ICI �' ® I I I� �i I� I I I I I I I JI I_ I I I J °° I I ''�00 co I I I JELEV. APPROX. r l I I I1-1/2" BELOW F.F. ELEV. CAN BE NO I 174 I lit I ! I I I ■ IMORETHAN I1l2" — — — L`\ i �� — — — I I r — — I �►� L (BELOW TOP OF I I I EGRESS DOOR (THRESHOLD. FIELD iVERIFYK N i� 11 1 1 1 II CD K K in I I m N I N I _� PROVIDE 1/2" RECESS FOR S3 �� H. _ f�l S3 PROVIDE 1!2"RECESS FOR I I PROVIDE 1/2" RECESS F R a S3 �� LFRONT DOOR. REFER TO I %i v FRONT DOOR. REFER TO J L FRONT DOOR. REFER T T I MASON'S SCOPE FOR WIDTH 2'- 04' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10" ■ ® ® ® FM24 I FM24 ® ® ® ® FM24 -4" I -4" 4° r l � i -0' 4'-0" -0" 0" 10'-6" 10'-6" 0" -0" 4'-0" 1 -8 1'-8" 4,_0" O„ O„ 0,_6„ j _ I I I - 50 M o i - O q 4" ELEV. FIN. 4" ELEV. FIN. I I -4" ELEV. FIN. I i co CO I I CONC. SLAB I I CONC. SLAB I CONC. SLAB I PW01 ® I ELEV. APPROX. ® I PWO I D1 I 1 I 1-1/2" BELOW F.F. D1 ---- ---- I U 2 ELEV. CAN BE NO I v ■ C.J. ■ (_ _ r _ I _ _ _ C.J. I _ _ o ELEV. ROX. I 1 MORE THAN 1 112" o — —r C.J. — I I - N I I N I 11, 1 112 BELOW F,Fii_ I BELOW TOP OF in I a N 1'-4" 5'-8" o I o ELEV. CAN BE NA I EGRESS DOOR �1 31.0" x T-O" x V-0" ( y I ( I C I MORE THAN 1.1/4"' 1 THRESHOLD. w/ (4) #5 E.W. N L o I o ( I I I BELOW TOP OF FIELD VERIFY s3 S3 `c' I �' I ® '' EGRESS DOOR I 55 ( I 55 I THRESHOLD. ( I I 55 D1 I I D1 FIELD VERIFY D1 ■ I I I I I I I�LO I I i ' A o I I I M - S3 J J I I I "SEE I S3 ■ _ - ■ I Q S-3 FOR in OR T I I RECESS OPT." L _ T L J — — — —S3 — + N L L A iV ® ■ S3 S3 HOSE HOSE ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS BIB WIIN FILLED CELL WAN FILLED CELL BIB BIB WIN FILLED CELL 8'-0" 1'-8" 1'-8" 8'-0" 11'-4" 1 V-4" lot 6'-8" 6-8" V-8" 8'-0" V-8" 70, 7'-0" 22'-8" 13'-4" 1 V-4" Ir 54'-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: X"=V-0" cat C'4 , ® > w p -C, >< 1Ln tn u s v'tjCl) E �a Q i� W SE vx1- R O F ES i©� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. mm of (J cc In N ' N O ik LL C J LL o C1J LL d 03 Z co L O 3 Y} @ N G Y W m-;; C of w 1� Z � M Z Q 0.J LL Z N OU < o W ❑ ❑ Cr) M z N to o z 0 J d � N M U) � z 0 _ (2) 0 4-, LU v 0 g Lij I ^ N v I ZD c� W _ E s 3 I�U J. Q 0 co w M o Z z < O wg �p wz �� <N Z® oa H o E R� d0 00 0 �¢ N < i Z rW W L C - O Y U "� 0 O LL Z N J QW z c") ¢ ° z OZ -) oa ao N W W U o LL r= F >° CDwa CD C Z- aF NO > (0 m 0-4 0 N L � m M N Lin N 4 00 U W m CN 00 E_— O LO c o O M MT �a�' Z E N 4 r d E U J Q J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 2 1 1. 11 1 fT 1 - � -T- - Fr OWNER'S BATHROOM SCALE: 3/8" =1'-0" 9 00 Cl) m MIRROR i�--1 - 1 _ tit b BATHROOM 2 SCALE: 3/8" = 1'-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20X38J 18JX374 S.H. 14 20X50J 184X50 S.H. 15 20X63 18JX62} S.H. 16 20X72 18�X711 S,H. 1 H2 27 114 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 26 x 3711 S.H. i H4 27 J X 501 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 1H6 27aX72 26X711/2 S.H. 22 37 JX 26 36 J X 251 /2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 2 52 4 X 37 J S.H. 34 54 X 50 8 52 7' X 50 S.H. 35 54 X 63 52 z4 X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" DRYWALL TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER co SLOPE CEILING TO MATCH STAIR RISE F. FL: F. FL. ------- --------- �� -- 17 �� 1 114" TO 2" DIA 16 HANDRAIL NO 15 LESS THAN 34" 14 �� NOR MORE 13 U THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. 1 HAND RAIL METAL HANDRAIL BRACKET BLOCKING AS REQUIRED n. F. FL. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.OE 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 9116 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newef 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 sUrfacb and any soffits protected on the enclosed side with 1/2-inch gypsum board. It 18'-4" 1'4" 134" b 3 -i AC PAD I I oC PAD N OF A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. 9 CONCRETE 8" 6'-0" 10'-8" " 6'-8" 10 3'-10" L& 3'-10" L. 2'-8rr- o r 6068 SG ID A� i ll i o Co _ 5-SH t r T N 2468 - REF I 7'-11" 3'-2" 6-7" o O 2 Cn ro © M w Igo DINING o KITCHEN Q 9'-4" FLAT CLG. 9'4" FLAT CLG. TILE TILE ao __ SINK w/ D/W DISPOSAL ;__ L_____ _J_goo _._ FLRG. LINE 2x8 WALL 8'-0" 6-0" 3'-8" 16" CNTR. AT 42" ,ten o U) r A.F.F. 1/2 WALL ;0 M O 04 r` CAPPED r 1 II UP 2 3 co 00 `0 55 - 4 GREAT ROOM 5 " ' 9-4FLAT CLG 6 - CARPET 7 13-8" o ot GG _ T S3 10 11 o O LO 12 2x6 WALL M 6-8" 2'-8" 4'-4" *NO UPLIFT* Q - - S4 - - -- -- � w - FLRG. LINE H 1 N N is o I �- -TILE - - N 10007 105 N u_ ,5 F w N I� FOYER 9'-4" FLAT CLG. 2868 oo TILE (] 0P 00 - 1= T.O.M - 9' 4 O - 7'_0" Z-6" 3068 BUILDER TO PROVIDE APPLIANCE 2'-0' 4'- -0" PROTECTION 1 1WHEN C 2'- " 4'-8"10 REQUIRED PER E Y FBG `D 9'-4' PLG. A.F.F. CONCRETE1-CAR GARAG E -------- 9'-4" FIJTCLG. CONCRETE - � o Lc 04 N 16" SQUARE - q CMU COLUMN _ -- o - r LO r--------------•- --- t � I I 0o d I I �1 ■ I LINE OF 2nd STRY. ABV. I I **NOTE 01 p I BILK. WALLS A RE 8'-8" i I TALL FOR "A" I.JNIT 5'-8' FROM FRONT OF 00 9 GARAGE 1 K TYP. @ I I S4 GARAGEI 8'x7' GARAGE OOR 1 ST FLOOR SCALE: Y4'=1'-0" UNIT -A 1532 D1 r ZI 1. 91 �IF0 I 01 I 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) ,Q- 34, 12'-0" 3'-0" 1'4" o V-8" L. 3'-10" 5'-0" 3'-10" 2'-8" op © oAo MOD 25 SH MOD 25 SH ( 39" x 591, ( 39" x 59" ) EGRESS I EGRESS 0 00 OWNER'S Zo 55 BEDROOM D1 -- TYP. U N O. -- M�� 8'-0" FLAT CLG. I CARPET CV o I 00 0 N 00 17'-8" CO - 6'-4" _ 4'4" 7-0" I - M.C. R&S _.. ----------, _ O. BAT H I 22"x36" 8'-0" FLA CARP CLG. ATTIC T ACCESS �p� I 1 C I N -- C / V V 1 1). FLAT �W � M -1 N I to 'ItN / CARPET I iv PW01 _ _ _----- (-A Cf) I R&S I ► + N Cl)o 2868 5 = T 6 oo _ _ I d 7 00 - E TO 00 7' A. _ . C 8 N AHU 9 60"x r °P _ OWER PAN I 10 v � co --- 0 R!A l I 11 � 1 5' 114 4- 4„ 3'-4" I I 3'-8� OP LOFT 13 1 rD 8'-0" FLAT CLG. 14LO 0 _ - j 00 r' 00 N CARPET 1 15 I 16 I 00 in -- 1 1 17 00 in 91� I I UP 18 T A. F. F. LJ -- 0 D 1/2 WALL I b� CAPPED 5' 4 CV 1'-10" 9 _6" 0 00= BAT 2668 O 8'-0" FLAT CLG I CARP _ M.G. T 0, I WIC ( 8'-0" FLAT CLG. (y CARPET 2668 CV u)co &DD _- i rn CO - I Z BEDROOM 2 - R&S 8'-0" FLAT CLG. I I I CARPET Miv _ G.T. - G.T. imp -- ( 1-S l in MODD 2255 SH ( 39" x 59" ) EGRESS I , 3'-8 3-10 3-10" 10 4,_0„ 7 -4 o - 7-0" 11'-4" LO 18'-4° L -- - o 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 +26.6 / -29.1 Q +26.6 / -33.5 Go SEE SN SHEET 6, SEE SN SHEET 1 An MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in. its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 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) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. t� 2 C � m c._a,� w a J; : a, .cam°, H E a a f. .O • /. Ile LL J F E 5l®� y\N �r�''r+ttlttttt��, 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. t) d Ep Q 8 N O N .� 11 0 m� n at ��rD NO J W ,\ LL Ul 0. V J cum - he Z W m a 0 o O 7 N N W o M -;; m Z N Z N O U cQ� W 13 CD � r o N M o <o 0__�0 C1 LL Orov C: J w J OLrs Ul rti 3 r,-y to W C oi.,..,. �- E z 4, Q` ®401 �w CO 2 O Z QC E g O < N U aIQ O° o< N °z wo <i a XY . > U) c oY 0 �o zE m 6 �w ZZ W En w o z gz Sam a o& �w o as �a =3 �o it Z. a0 s CC) L 01 > T i ~ 4i 01 CU N O M CV) N U> N T �- 00 U) m N 4-0 N I- 0 LA-) iC 04 O Cn Q CO M E t It O o Z m z 0 rri E N ,- c U 0 Q p c JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 3 0 9 U 8 Q bi 7 w 6 z 5 -g 2x STRINGERS 4 0? 3 2 ,N LJ F.FL. HANDRAIL DETAIL 14 2" L 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" Im 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' 0 n OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR \\ TOWEL BAR a o 60 N �; o I BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN=14'-2" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ ---------------- \�� -- 18 \ 17 \ 15 14 13 12 11 10 9 8 7 6 5 2x STRINGERS 4 CV ih M. FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 J S.H. 13 20 X 38 J 118,21 X 3711 S.H. 14 20X501 18-X50 S.H. 15 20X63 18JX624 S.H. 16 20 X 72 18 J X 71 J S.H. 1H2 271/4X26 26X254 S.H. iH3 271/4X38i 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 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 X 63 36 J X 62 1/2 S.H. 26 37 X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL, \ CONT. HAND RAIL 1 TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" 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 II$ (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS __-LJ__- DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 112" TAPCONS . 1ND.c.AND HANDRAIL DETAIL 3" FROM EA. END. SCALE: 3" =1'-0" 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. VERIFY AC PAD LOCATION OF A/C PAD HB ------------------------------- OUTDOOR LIVING 4 9'-4" CLG. A.F.F. o io CONCRETE ir7 '-0" 16'-8" " 6'-8" 3'-10" 3'-10" 2'-8" yo 6068 SGD o' ~ (24S68BFI REF C I � I � 8'-3" 3'_2" 6'_7" o O DINING N I KITCHEN w T 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE < I 00 I SI N K w/ I iio D/W DISPOSAL I iQ F- - - � I I I I I r - - - J L _J FLRG. LINE -------- - 2x8 WALL 8'-4" 6'_0" 3'-8" 16" CNTR. AT 42' C' LO d - CP A.F.F. 1/2 WALL v in CAPPED F 1 UP 2 - II 3 00 N i M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET 00 14'-0" _ 7 co io io o 9 PW01 D1 10 _ GG TYP. S3 11 12 2x6 WALL L 7'-0" 2'-8" 4'-4" o LO ao _ _ _ 00 CO *NO UPLIFT* _ pW01 FLRG. LINE Q 19 S4 oo °�ryVR• z �-�-�-��-p D1 TYP. N N - i 06 H1 _J TILE FOYER N I o 9'-4" FLAT CLG. 2868 _ TILE Q 00 v 00 � ; io 9'_4�� v "v iv- T.O.M. o 7'-4" 2'-6" OT M 3068 BUILDER T PROVIDE O APPLIANCE PROTECTION o WHEN REQUIRED PER FBC 2'-°" 4'-8" 1-CAR ARAG E o io 9'-4" F T CLG. CONCRETE ENTRY o 9'-4" CLG. A.F.F. o N cq CONCRETE in v 0 r- - - - - - - - - - ------- in � I vo I I I 0o I v I I I rn p j TYP. @ j 0 Cl) r ( GARAGE I Aii;I I K I I S4 Oo I (V tV N o...-n nnnnnc nnno ®' 1ST FLOOR PLAN - UNIT-C 1624 SCALE:;VV=1'-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: 4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" �A +29.7 / -32.2B +29.7 / -39.7 a +28.3 / -30.8 +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET OH SEE SN SHEET M140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL BOND BEAM HGT. AT 10'-8" •' AT ;■ill■.■w■■■■■■■■■■■ill ill Iuo■■r MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 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 EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C14 ® Q --aW Cn s S cc L Q. c; Cc a CD '`. 4u ON 4g F ESq` Ff�'r't? d �Ih' 4fr\III�I Ytl�� 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. gW �� E s S N v p w 00 (A N O LL Q dco v. CILrn C -J LL LL W a a Z coq ='- 9 o CV O W �2°'°' m zco N Z ul Z N OU U u 111111 El 11 z N o z z o a (D o LL o V 0 LL, $ N 0� N U W J logo - 0 8 _ I U o N ¢ N � I� M w ZZZ M i S p LL. o EE w O W 0Z QN z® 00. V o � rj Nfu L a� O a Qp ¢a wW o6 rp = - c z oY �m m`s o oLL >Z Z J z ul N 0 go Q � oa LL a NW W v � �� k o w� .- >E MJGO v 01< a 03 c O 0 > (,0 a, E, ca N � r L CT) cNCO M `n : N CM�I 1 r �• 60 U U) in N CN H 0 In L.C� N p O CCU Q MLA-) i V o o Z cc Nr Co a E U ° c JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 4 1 F - 1ST FLOOR BUILDING PLAN SCALE: X"=V-0" r, N O iG ia7 rJ 03 W CP w '3 c0 C. �p G \� 4q" : • GtI .� ��`�✓d��f�[{O4\0N§0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W Q d E O PO') 4 � 00 Lo (� M �P-�� PN') V # W LL W d ,n Z j f6 C to d _ Ra z �. ''cc N (O WN T °'. m w LLLL Z 0 co N Z a } In V N H ov Z W Do M M Z N O Q Q � Q J CL E3 U) N — N M z �-j � o a- -+ (10 L W w Q Fe V w $ Nay N �V) U) t— (n U z 1... wRig N U o T d ® 0 N � O o W Z Cl) J Ll y� w❑ oo Z� aR E z 30 W a Ia x C)0 Z O CV i d ¢a woo H w wK 'H W� f6 C C z .y y 0 m W Oz > Z U) J Q W no � on o d Wa O LL d N F W i3 o WF �o o d F c O 0 .N 5 2 CU �C%.4� \Y N M Co M NLA-)N ` 4 T 00 U) m M CN 4-1 F- U Ln C .0 O o M N LO CO r M r E �� ' r \ O � Z m Z N Eco ui ,- a E U JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 5 coC o cc CD C%4 -p ' Q h C7 J C CC C-. CV CL C� Or GU y 5 ZZ eat;,, y ao a o 0 V V J#q "ar 4�4 \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E 0 m 8 t� C N 0 � r m v2 m N m W in�0�2 Q cNo "r z255 LL C J 5 LL W J V 5 1 — o a 4 Z m c0 � cn i L O O ," 7 N O W Z U ��O~jO' m w � N Z Q J 0 Z N U W ❑❑ v M `N-' z N O O Z � N Z n Q M w c� 0 a V 0 w g 1�1 ^ v I Ly N U zJ.. w J ~- 8 L 4 C:f to 0 44M N O W M �� O z LL Cl o Z o oI FZ � }a Qo Z pa RS g O U 00 N L �¢ ¢o Q Ez wW r� Z Y U �m m 0 O 01 z J ¢ ° 6W �z N N o< z go W Q LL a W CD aii x_ CD o w� A >O a V �3 C O O .N �(.0 T m CU r, N M M co LO N T CrCN ate. 00 U CI)v m N CN 1— 0 LO 04 LO Q 04 LO CU M y � ` iri O o Z cEa Z E N y r m c a U ° Q CU 0 c � JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 6 A WATER TABLE DETAIL SCALE: 1/2"=1'-0" T.O.P 9„ I it 0 Y B KEYSTONE DETAIL SCALE: 1/2"=1'-0" 12 12 4.01 _ _ _ � 14.0 FIBERGLASS ` SHINGLES NEW��/� _ '—�T ��llli� I�i�lri ��ilirTi�T ri �jlri�liiili- �ilirlT�•"�� — • ��W�mgq ��'' it 0. ■■ I 1 ■■■ 1' 1'ME ■ 1 1 ■■■ ■■■11 1 ■0 ■■■ 0 ■■■ 0 ■■■ I ■■■ 0 ■■■ 0 � ■■■ 0 s ■■■ 0 - ■■ ■■■ ■■■ on Non ■■■ ■■■ ■■■ ■■■ 1 1 1 1 11 1 1 1 1 1 1 1 1. 1 1 1 1 0 0 0 o ao o a o 0 MOD 25 SH MOD25SH MOD25SH D SH 0 0 00 o a o 0 �evs�ee ■ q a �4 UU 0 0 F.FL o^' �� UNIT -A 1532 FIBERGLASS SHINGLES T.O.P 12 4.01 ---------------- ------------------- ---------------------- ----------- -- ---------------- TEXTURED FINISH B F TEXTURED FINISH }' El El nn 10 00 ------- IF ------ rl 070-77 1 0 nu Irl F--1 F7 F ---- � 1 100 UNIT-C 1624 HDR.--------------- ---- -------------------- _6 O to o _Z MOD 25 SH MOD 25 SH o Z MOD 25 SH MOD 25 SH F.FL. —N Tnne UNIT-C 1624 UNIT-C 1624 00 nn � 000� 0❑❑0 El I h•�1n■rN�7: 1�ir•1■i'di1.9: ��irt■Y1.1c1:i ISBN uC#J9JVAW1:1 FIBERGLASS SHINGLES T.O.P. — — — --- HDR C) 0 00 CD MOD 25 SH — — — — — — —16" BAND — — F.FL —---------- --- CLG.HGT v r � El 000❑ 00 _ It Lo rl00 �� --- -- F.FL UNIT -A 1532 FRONT ELEVATION_ SCALE: 3/16" = 1'-0" 12 — 14.0 FIBERGLASS SHINGLES — — _ T.O.P. HDR ----_ O 80 fD MOD 25 SH MOD 25 SH MOD 25 SH F.FL. TEXTURED FINISH TEXTURED FINISH TEXTURED FINISH in F.FL 0 00 0 00 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, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C-3 ram, -o ca- g f 6-? N , may! ql � iz• .0 � 01 E G V 0 `+�;'ti1S1i7Fi V 1 'sri ..• - ,' - .` �� 4 �0 Al ROFEs J/J�'ff�llllt!!`6`� 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 Ep 4 N Cb o N C �? 00 n w m U)04'0 # N V # LL Q C J LL 2 a _ - — 55Lu Z m c Wy�o aro�� o0 W Z (o Z ¢ J IL Z N OU v U W oa o z z — N M t� z irrm o �-J W � U O C w U LIJ J E L •i U 6 N ° U) ®0 o wJ Cn z2 o Z zd U- :� E O wz zo Z® ❑d ca 0 O U Z O E N t d z ¢ O <a a ¢ '0o 5= 5<W , m� oI Z to 2< Z a N W V M G `m¢ LD F o CO OOR �O a v o3 c O 0 > CO ai rn CV 0 C3� 04 cM M N Lo N T �• 60 0 U) m N N 4-1 F— O LO N a'i C:) C3 ) N co M CD Z m Z N E N r m = 4. E b w V J Q Q € J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 7.1 1 INS LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT 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, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C/281, 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. I Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the I ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N c� 00 d cc C5 cc p CV N a d _Iu U e+ d W CU -x2 N CD xN 'Ap,.r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MM fA d g 8 W 0 0 � C _ co 0i� fL ,g N O LL r r» J LL l_ LL W a o m c °� W cc IO o ��°'w W Z LL m N 0 a J L0 coN 0 a O O U Z U co W 00 Z N o Co Z N U) dN ti m GX Tom• o .� U C 0 to N w o w .f) `." I a 0 U)co ®0 c < N 14 co W CM M z o Z _J LL_ n. E O a w� z g r� ¢o z® ❑a C13 U gO �a 00 o¢ O E CV z �o Q Ea �a f (n CY o z U m O oLL Z N J "m ¢ tl 'aw Z Z [n aL�i °M Z gz a U �o =w rk o w >_ v zw � d� CO) c O 0 rn TO CIS �•-� d' CN M ('M N `nCN N ao U m co 144 f u NON -VENTED SOFFIT SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE CV = 1 4:12 i I� TCH w 0 4:12 I� TCH 1 4:12 I� 1 FIRE RESISTANT PLYWOOD LOCATION. DO NOT BREACH NON -VENTED SOFFIT '-0" L. 4' 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 NON -VENTED SOFFIT 1 1 1 1 1 SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE INFORMATION ON FIRE BLOCKING @ EAVE BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE I BLOCKING @ EAVE 00, 2 N=V/2 N=F/22 N= 2 N= 2 N= Z4:12 F- D? D1 D1 D1 CN = N_ _ _N = CN _ 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 EMS :12 4:12 - PITCH`1 ----� 1 � 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE 2 BLOCKING @ EAVE NON -VENTED SOFFIT VENTED SOFFIT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 Ile - - P� ITCH 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 4:1 4:12 PITCH 1 2 SEE DETAIL 55/D-1 FOR INFORMATION ON FIRE BLOCKING @ EAVE 4:12 . PITCH � 4:12 1 1 = PITCH-1 FIRE RESISTANT PLYWOOD LOCATION. 2 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 i 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-011 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 SO, IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Li ear Ft. of Deck -Air Needed) FIRE CAULK EDGES - AT EACH SIDE_/�' j 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 Amt. 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 1010 970 139 485 35 242 0.0 2.0 276.0 (Zone 2) 0.0 276.0 Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0 (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 � � 9 30 2 15 0.0 (Zone 5) 0.0 0.0 "NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Design No. U905 April 0% 203.0 Bearing wall Rating - 2 H R. Noilb"rina: wall Rating - 2 MR. This design. was evaluated using a laa ll deatgn method other than the Limit States Dasign Method (ee.,. Working Shaer¢ Design Method)_ Parjurisdictfans ampWying the Limit States Deelgn Method, such MA Canada; a kind rastriciian #actorathall be used -See G Vida. IMNy a., BXUVJ*Indicator. such products shall hearths III or 4UL Cool if ration Ma rk for ju risdiat'iens:amptaying the UL or CUL Coetiffoation (such `ascaoada),. raspeetivaiy. ' E a t c .P P -. v o`,T�j:-7�i J ya, 1I il'jI�k ,,Z,',''.11, I :Ji 4"IylyHOIiZCYit4€e'Cii 1. Concrete Blocks* -Various designs, ,classification D-2 (2 hr). See Contralto Stacks category -for listof eligible r7anufadurers. 2Mortar - clocks laid in full bad of mortar, nom. 3/8In. 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 (proportloned by volume) and not more than so percent hydrated lime (by cement volume). Vertical Joints staggered, 3. Portia nd Cement Stucco or Gypsu in Planter - Add 1/2 hr to classification if used. wheretombuftle members are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a may. Classification of 1-1/2 hr. Attached to concrete blocks (Items). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay orshale(Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated partite loose fill insulation add 2 hr to classification, 5. Foamed Ptastic* - (Optional -Not Shown) - 1-1/2 in, thick max, 4it wide sheathing attached to concrete blocks (Item 1), ATLAS ROOFING CORP "EnergyShield. Pro wall Insulation", "EnergySbiald Pro 2 wall Insulation", Energy5hleld CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS m WATERPROOP NG INC-Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge * CI Foil Exterior wall Insulation" and "Enverge " cLGlass EXtaitor wall Insulatim" HUNTER PANELS - Types XciSlass A, xcl 286 RMAX OPERATING L L C - "TSX-8500", 'rsx-8510",.'rhermasheath-XP", "ECOMAXW, "Ttlermasheath-31, "Durasheath-3" THE DOW CHEMICAL CO -'types Thermax Sheathing, Thermax Light Duty insulation; Thermax Heavy Dub/Insulation, Thermax Metal Building Board, Thermax While, Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior insulation, Thermax IH Insulation; Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R"' ci Insulation SA. Building Units -As an alternate to 1 ems, 5, min, 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom 48 by 48 or 96 in. RMAX OPERATING L L C "Thermasheath-51", "EC013A5Ecl", "Therma8ase-CI' Indicates such products shall hear the UL or cUL Certification Mark for jurisdictions employlao the UL or 01. Certification (such as Canada), respectively. Last Updated on 2018.04.09 GA FILE NO. Asw 0810 PROPRIETARY* Z HOUR 65 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1' x 24 proprietary type x gypsum panels inserted between floor and y (coiling NL8} runnels with steel H stud between adjacent pairs of gypsum panels, �`/ A 314" minimum air space must be maintained between steel components and -_ - _ - _ � },'y(` adjacent framing (as Indicated by dashed lines in Sketch). As an alternate to t an air space, the steel components are covered with 6" wide battens of 112" PROVIDE 2x BLOCKING W/ (2) 12d type x gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. - - - - - - - y ,)� > v NAILS EA. END BETWEEN Sound tested with 2 x 4 stud wall faced with 1/2' regular gypsum wallboard each TRUSSES side of assembly and 3-1/2" glass fiber in stud space on both sides. A 4'-0" FROM SEPARATION WALL. Height limitation 68 feet. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2" (Fire) PLYWOOD. BLOCK MUST BE 11-314'(Sound) "PITCH CUT" (SEE ELEVATIONS) Georgia-Pacific Gypsum LLC......... . ......... ......1" DensGiassO Sha{Nlner Approx. Weight: 95psf TO PROVIDE AS MUCH CONTACT Fire Test WHI496-129a,11-1s-94: AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 120-04, OF ROOF DECK. ALL JOINTS WHI -169 .5, AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE 1-28&30�1%-, CAULKING. ITS 3160814GQQ•002, 8-30- ; ULR2717, 04NK03115, &18.04, UL Design U373 SEE PLAN Sound Test RALTL10-291,8-31-10 TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION ROOF PLAN SCALE: 3/16"=1'-0" c"a c^we 00 CJ as C:)' :P. LU o o a � c- tn::a o `.� ,o �. cc ro. ao aJ . U ,in ,a ��:.asob.2atS$�t��5ry��f d7 e�� •" `J_ t 'o C;t> w $ °� .. ,z!4fi R OF Es�'1�,1 ttlt9$i00'" 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 Q aE 0 M 4 M 0 # LL C -.I LL Lu LL ILL d 13_J Z LU - 2 `- tl Y L ti} � ?j o0 �_ co N ( D W W o2 o m w ILW Lo N Z Q a N OU 010) zL �� 0 r Cc z co Z o Q J d n9 (nv) N M z �O W g, Vm OI^ v / in Ll.i oJAM N -. W J o- E i to, 0 ID C U) N .4 C:,u� CD M M ¢ � Z 14 IJI- p- O E ao g� >Z� QN ® a U CU OV 00 °off O M N L a` Qz <g Wz m no o f C aZZ 0 U m� o aLL Z J � ZN o< Z go Z a �W W0 U <0 �k o W F }�o CAD �r z�a a � 0 Q 2 � N0 Ct� r L � M CM ICY') Ln N I T �• OO W on N N � O Ln +-a N L0 N NN t LO CO 7- M r E m 1 ` i4 O o Z Z E CV U) T- m a E U _J ai Q o rz JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 8.1 1 I I li1 11111111 uiTr-rlLa.i I I it I I:11uliiAULl_d i�:'1�T,w-- .1.. -, ., f- T -I1- I-T�- SYMMETRICAL c c u 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: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 318" 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/ D SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F `A'/ (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 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 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 Y 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 T-0" ON A HORIZONTAL PROJECTION. x CONT LEDGER (A) OR 2 PLY ;ARRIER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Ifl(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW, TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) 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 (2Y6) or 1%32" EXP. 1 (33/16) TILE: %2' EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 16/2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE, a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] C -n R� > W C3' CO C 3 N -o m se Gl C Lftn N N as E -12 ro �, a L, , 4"%% lliit6Pillif}® �......... e.�g tj CEO �l ^Cz 0 �� '.� ® �iZz • .......... Fl OR O R E 55 0�o�ld��` ��`tlatllNl\\11 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W 'ItE a 8 0 �q V 0 m N .VGT - �0�/� G M C') V 25 w Q C J L- Z W LL r=- 5 (L J w Z m °� o 0 :9, Wt o 02 mW - LL IL_ � 0 UowJ3 NUZ O La) Q z C14 o g z QN z O Q <t d N N c� N z v � o g Q� w $ U) (j W J C) 'o 0' m co w co co z ¢ o g Z Q � E Z n O o� �z z® oa H 5< Ov , OU CDaz N a o oa w w � C C =Y V mp Oz Z 0 z Q! N m Q W f3 iv 3 ¢ °o< Z ao Q3 Z U W W U� xF J CD wa'° CD C ¢ zIa 0 3 �o a > co I ca cc ^, N O Cfl T L 0) N CO M N L0 60 U) m CNJ N I— O Lai a_-• N L O C N C:) M Q CY) r CD Z m z H E N ,— M m fl E a U J Q J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 9 1 - - - --I --. -f - F_ 1UNIT-A 1532 JUNIT-C 1624 1UNIT-D 1625 SYMMETRICAL NIOTF- • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :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 @ BRIG. 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 "=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" 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 5l8" 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C I IEPDXY V (2) LGT2 4060-M 3770-F I 3500-M 3240-F w/ D SINKERS & LUGT2 13100-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) 160 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d 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 / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED 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 $0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER U 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 s 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 C4/6) or 1%2' EXP. 1 (33�16) TILE: 1%2 EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] cd c�a c as ca w ® L; ram. ca a � co ca w ;c2w � as c E C;k "7 a �Cv CPJ �O-` .. �' c+q s O F E SS\O 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W SEEo Q O N U G oo oo N H N O LL Q U7C')� 25 J r LL 2 lJ z L LL S ZC1139) In J Lu — LSd� m c vLco�, 3 i z: e9 o W�°o W mrT, z ,N Z &L IL L Z cli o o0 L) W U M N M O Q z z o J IZ � N M N Z C9 0 11 LL � _j W � T, V � � m U O W o V03 t> es C W J r— — E 8map 0. c `) Q Y O, ® 0 N O CID w M M z10 o z Z U_ E zo �� >p Qo 41E fl. WF z® D2 I--'- 0 R o¢ o, O E o L d8 wo aZ f0 za _� FO oLL U)�Z O > 2 a< so a W U w aii w �� z =r d co u >02 a 00 3: O O > CD = CV r L C3� CC i C10 N CN v CV c0 U) m N I— O Lr) N p <0) 04 Lr) GO T M w— ci m 1 r rri O o Z Z E m a Ef U _j Q p = c JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 10A --- 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 F�FG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ITIZZv 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 © RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN �Q% R. EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) F 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ' ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH � 7 G J ROUGH -IN FOR OPT. CEILING FAN G ' J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I J I j'' / ► ► HANSON ► BOX i I _ I I LAV T� ► W/C j I 3" SHOWER L TUB/ W/C SHOWER STUDOR F\R• VENT DBL SINK W/ DISP. 2" LAV W/C z PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP ETER MA N 1 0-200 A P j Serial Cable 3R Power Co. Feed ---- Id I #4 Solid COPPER Ground ELECTRICAL SPECIFICATION NOTES: 3 VTR ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I OPT. LAV LAV I I (� I W67 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 liagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CC). DB & GFI TO BE ALIGNED VERTICALLY COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL — UNIT —A 1532 SCALE: X"=T-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS F_— — — — — — — — —I OWNER'S BEDROOM /,>ROUGH -IN FOR OPT. FAN/LIGHT \ \� I I S.D 0. BATH BATH 2 N. WIC _ 1 I I ------------- — — — — — — — — — — , I I \\ /PC! L \V/ JV Y I C I \ L I LOFT `� G \ L — Al S.D. 'T7 (ID I 1 /^TROUGH -IN FOR OPT. FAN/LIGHT \BEDROOM 2 2ND ELECTRICAL — UNIT —A 1532 SCALE: Ya'=T-0" (.3 d .,..._ � CC �Z _ N E;- CID a u 0 CN CV N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) M N Ch Q N H r N O fii � M V• a J , J U U_ a _ Z r W EL YaN N oY W 01° W co�6jO' m w IL Z NZ Q J ZN o i i OEMW c¢i U) z N M o $ z z J N M Riww U 0 L S N ' ^ m wwin l0 O I =♦� L N V O y ts, � C1 w co z U_ a E Q =z � -z os wz > � �® F— r6 .. Wa D i; C O C CV a�U0. Qz o °¢ WZ L 4 m C OY �m O ZZ >z Z N oa go W Q LL �0 a ww U �� oLL �- �3 2 y = H K � CCD F-~ a0 cF D 0 3 c O Q >C.0 o' N O r L � cM ('� N LA-) CN Cr 60 ^�U U) 0*4 N LO t=— 0 r--� N L0 � .Q O C� N 04 co r M ,-- ! r C:) o z (6 z 7 Vl E CV T7 m d E n °) U Q p c c JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 11.1 F1 _ITT— —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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN 'TWOEXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 5 CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) D9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl PANEL i DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I j - I HANSON BOX I I 3" VTR AIL I I I I I OPT. LAV LAV I �.1 I I Ii -1-1W/C LAV ,U 1 3° SHOWER TUB/ W/C SHOWER STUDOR VENTI 1 DBL SINK TI W/ DISP. LAV I W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS r AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA1 200 AMP � =TC� AAA Ai 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed - I I L 'r #4 Solid COPPER Ground (I Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY 0 ------------------------- OUTDOOR LIVING INSTALL LIGHT �\��> ROUGH -IN FOR OPT.� FAN/LIGHT i J N GFI .n% QV QDGFI _ I 1 DINING KITCHEN I I FI 0 GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. FAN/LIGHT' r� I *\ VTRY Iv GHT AS 0 =R SPECS I f I W W L Al i I I I I I I ,q1_� C.M DISCONNECT ►:DEDICATED p�0RECEPTACLE . ♦. MICROWAVE .m. 4 RANGE SPECS ►'�' ►A! 1 UPSTAIRS r GFI @ 44" ` \ W.H. A.F.F. ' ` 0 I (GARAGE 1 GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r----------------- I I I I J I I IpUJ Z I ip Q IQ a I I ID Q I IW J I 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT-C 1624 SCALE: Y4"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-C 1624 SCALE: X"=1'-0" e 00 as � w Q C (4 C? N �+ -a j- 3 m I� `. E Ei v N 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WWv EE O M 8 N 26 's)WN 0 N C? h 0 J "iVZpi c � V LL 2 C—i LL� L�U la.Ji . W � FU 04 o O Z C/5 T m W L mZ ¢ J Z N O U U W 110 0 V M n Z N M 0 0 z ^ M z �O X4-j LL w m 0 L L' s Gn w � allw J E i.i o III Ij'i c W — ¢ N � sm o W co Jz o U- E iZ O w z oa rd XO 00 0 O E CD N ap ao ¢ aZ �W L Ui ♦_Y O 0 mro O z - C N om z ¢w �z S� gz a`ni uw a r_w U 'p Nw Z r� o <a 0 ;o CD co �w a ti = O —17 a� N N Co N LO N T Cr U 00 m C'V 4-1 !— 0 iLn 04 O -0 04 y 1 r O o z cc Z E N is rcc CoE o m 0, U J Q J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 11.2 ME ----------------------------------------------------------------------------------------------------------------------------- ------------------------- OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING I� i* — — — — — — — — — — — — — — — — — — , — — — — — � r �Dj � r r I I I 1 I I -- � O O O C). 77) O01 DINING KITCHEN 1 KITCHEN DINING DINING KITCHEN 1 I KITCHEN DINING DINING KITCHEN II 11 KITCHEN DINING I;O O,I I,O O; ,O O, I I I I I I I 1 I I I I I I I I I - I I I I I I i 1E7Fr,I I I oo I I 1 00 , I I I o0 1 1 1 1 Eli , I 1 , oLl 1 __J L___ O O O O J L___ O O J L__� O -- L___J L___1 J L___J L___J ___J L --J 1� I f 1 f 1 f l �- II II II II II II 10< 10< ICK Vx Fx Fx Vx 10< 1 1 1 1 1 I I I f GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM Vol I METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON — — — — — — UNIT ELECT.LA — — — — — -- —------- 1 — — — — — — — — — — — 0 H.W W.H. H.W W.H. H.W _ i . .- .•__ I —__ ENTRY 1-CAR` G RAGE 1-CAFE GARAGE — �1=E74� QARAG E �t GA.RAG E 1-CAR GARAGE 1-CAR GARAGE ---- \ - _ _ _----------- ® \ ` ENTRY ENTRY _ _ — II�t — _ ENTRY ® ■ UNIT -A UNIT-C — UNIT-C UI�NT-� _ — — _ _ _ UNIT- C UNIT -A - 1532 \ \ \1624 ` \ \ 1624— 1624 — — _ — -- — .1624 1532 ----------------t r----------- -t \ r-----------.----� r--- w -�------- t .,r--------------- � r - _�------------ _ I PROVIDE A MIN. 12" VERTICA SEPARATION FROM ANY / ALL I I I I I I I I I I I I I I I I I I i I I I I I UNDERGROUND UTILITIES 2I I I I I I I I I I I I I I I I I I I ! I I 1 I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I 1 I I I I ! I I I I I i I I I I I I ELECTRICAL SERVICE PLAN SCALE: X"=V-0" ?, G to > LU C v CKC,:= c m U V, 5 ii � r 3 ev � C G CN O CV M 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 ,W� `r EE 00 N U04 w V o ® M/ r 0 N O \ Qj M cr L C U- u W JLLIL tL Z °� a v p C-4 Z LO M Z ¢ ...i ip N O U v O Z W ❑❑ M � z N ch O 00 z N Z O Q J N M z Q) U o LL 4-+ N M 0 M w o N ��_ w N W W 8 I L Qj U O °� r- • N Im I� o co w Z M coa N Z¢ L.L CL O zo oo �z g Z o <ry Z as • cca U �o XU Oo a� O� N B wo as w �z W 0x ms C/3 C UZ o z W U) 3 oa go Q 3 a �z W <o r— o� w =� o Co M0 a Ui� O CN C1*4 co CI LO M = N CNCN �✓ `/ 00 U U) m N CN F— O LO N L0 O M r CD ` M ai ca O o Z z E N; vi r ca a E o w a a 0 -j 0 � JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 12 O O O O O O ° 8F8-1B/1T 8F8-0B/1T ® o. ubl, O O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T © O O 10 vJv v av O D ° 8F16-0B/1T O OO ° O O ° O 8F20-1 13/1 T 8F20-013/1 T (% O < �Vm< O<AU�A TYPE DESIGNATION #5REBAR ATTOP F = FILLED WITH MIN. EQ'D (1) RI GROUT / U = UNFILLED -1/2" a R = RECESSED CLEAR QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Qw 4a ° 8 F 16— B/ 1 T az 4 ,2 z ZQUANTITY ° d a GROUT tNOMINAL. OF 5 REBAR AT WIDTH #5 REBAR AT O BOTTOM OF TOP LINTEL CAVITY NOMINA ° -BOTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5/8"ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS 11c precast lintels = 3500 psi. Ec 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. 7132 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load Applied horizontal load + O Safe vertical load Safe horizontal load _ . ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- 1.1/2" CLEAR i Lu �' H � C.M.U. ipUcn (j X wpm aXC a�Lu u Lu H oT0? ccuu - - 4 w N � D #5 REBAR AT BOTTOM C - xo �/ l� MIN. (1) REQ'D - I 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 LINTEL PLAN NOTES: , '0 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. - 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 8RF6-0B/1T TO BE ASSUMED TO BE 16" MINIMUM DEPTH. ;� 3. THE NUMBER OF COURSES OF MASONRY REQUIRED `:o,° BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE O O COORDINATED WITH THE ELEVATION DRAWINGS 0 81720-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR (K) COORDINATING THE PROPER LINTEL HEIGHT. 8F24-1B/1T 8F24-0/12T 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. :6:1 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION' i nD nD nD nD nD nD 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL QMIN. OMIN, OMIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" SYMMETRICAL F� �� N tJ pad CD rs "� �.5E�c a- N 'N L t EPVo• ®sa "' u � �' � F✓ - -- r ep To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W tEEo Q O M U N 0 y•-�o �; N rq f 7 r 0 Q c u- LL w L.L `^ J Z aY cum W o CON �c W inmT . m w Z 10 N Z 4 {�- F a N U o ZO W ❑❑ Z N M O 8 z z o � Q � M Z �-d � o LL Cal W � � t0 V p� O W gj �iO6 U i W J E 8 S y U '5 c ( Q N 0 N O> ®Q o o �w M z o Z � E Q E � -0o z® oa ¢10 VO °a ZL o N � ¢ Z wo W Z a�gg W _ c ¢ o z Y U wm m O ° Z Z, Q] J ¢w W d 3:o CZ 02g °z a W o� J z �o 6Y F< a= ao °U cY z�a 3 c O 0 CD N rn N N Co M N LO N T d+ 60 U) m N ' N �— O LO ,Q N LO C .0 o O C3� N t17 CO r M r aj E w 1 r o Z E N � E U d J Q J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. L 1 - - -- ! I. i L I'll I11i 11 1 1 1 1 I _rsi,_. i1 [Ir 1,1 II 7 1I r � - 1T i ! I nl 1 t 7- 1 t 3 -v m I co L v c� 0 ¢Q M N I N M N 0 CV m 1`10 m co I Io 2 0 I N c I 0 C Cr cn 0 C14 I M N J CV 00 co 0 I 00 M 00 Cr I N v (n 0 o, c Y `o C) ca a E N E v c v LZ c.� 0 c 0 0 a U a `m a> I i c O v U J a> G. CV CV 0 N M 0 .d: v 0 0 a N co 0 0 Cn P m a> NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308,4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION 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 Y2 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 TR11-14, 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 00 S 0 N FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2,2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY.: 1 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: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4,3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16 STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-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 rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior 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 issued. by a licensed pest control company before a certificate of occupancy will be The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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 E Y 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .. c®' L-) C7-) a* r� `.cca ea `• o ,arm„ fl„ " a N If�. ..'` 'yam �� Ov > C UJ �e } s'i .`I V r( ,I tOFtdES X S\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q 0 °° �� $ ti as �� C, C14 C) M &Co v � a �LLLLLLW � w o_ 2 m o m o Wg� o m w Z °no � Z ¢ r N LL ILW a O U o Z `D M Z N M - o a m N z � � � a E3 M C4 0 � �• a a CJ 0 g U 6 w wig J E rm 8 I U o m • Q r-. o � Z M. z o U E E $ zo wo z >� Z" o0, r- C XU U 0OU p O E N a p °do M z wz In :3 C Gz U mO gCn z -� a' �z U) N 1 w Z a o 2 ci 0< �� v w =k o w =3 0 C) 00 JJ ¢Y L V- FF O zla a0 H v 3 c O = m rn m cc r-. N Cfl T M co M Cy') LO N C1_4 T `J Cr 00 U U) m N ate1 CV �-- O LO +-� NO O C Q CO I-"- M E m ` G O o Z Z ;_ r N c E U -1 Q p _j JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT, METALLATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I I U HOME H C G GARAGE SIDE 0 O 0 5'-0" Q - STUB -OUT FOR 0 1'-0" LO o o GAS METER o � N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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 BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x p — 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT r w/(22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR HOOK BAR 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" ax. Am 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. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 DOUBLE JOIST CONNECTION top flange uthcutjoist. . - Birdsmouth cuts. 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 consideration. Check wall or beam below.* local building code for appropriate Lor=20 details in One 10d box areas=20 of high sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica R" 11 nril nails at R" n r. Q'/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 1 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500su 9-1/2" 11-7/8" ! 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pIf 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 J beam below Load bearing wall must stack over I 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.- 6, A 1 2' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y" 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 1Y" 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, PT D H ACTUAL 01 T SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AN THEJOIST A THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger �.0 SIMPS( 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 °° _ .. -.- - alll�lli, .� Backer block (12" wide min.)jl 11 I ICI I Lml I L_ _I I ° Nail with 10 10d nails. = Install tight to top flange. SLEEVE THRU STEM —> ° ° SEE PLAN FOR °• ° . • . ° FOUNDATION INFO ° a' ° STEM FOUNDATION y \ t—GRADE _ncrK,r ecCnr nr.r Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. L'A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 9l t ��ii., 1: iL:yt u.J L., ":1 F I I i i 7T i t _TTIrl -T- i I -- GRADE SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�® LOCATION OF SECOND H10A (WHEN SIMPSON H10A e REQUIRED) w/ (18)10d x 1 1/2 NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE d c -Ill,IlllliIil PLUMBING LINE i— PVC OR SCH40 SLEEVE 11--L=III=III-I 4,- SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE p d'A 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d °o G d II,; IIIIIIIIII I .d ° I Illilllll: ° a a 0 SEE FND. PLN. SIZE & REINF. �0 CIA t-- t W ® rU ® - y iw d k L.. C Q i 11)%Ivr,� -'Ni. VV NJ , . ...'��✓ ••. �. cV �61 •0.o ad ELI a ,� s.('�o}sF \, � amp.' 1 y. 4 7fi�4�i? t.Bldg 6SiF,Sti.IL 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. N W E A a c V co co Co N N N 0 LL Q M u_ L_ LL W a a Z m °' y 99 IS N N W CIO m w Z �< � N - t� O cal O z WC 110 o� z � N z o � Q v a N c> N z a � o L Cn a Z U � O— w c N w I C? Lj l M = 8 _ > � CoCo a N 0 0 m C.0 �w M - g o Z � io Q E O go >� Zs co ¢� UO im CL a0 U o< U o� O E N 17 az woo az �z a' `z cn - or '.m mo ° � >Z <� zZ o¢ ¢ 30 a �w W v � <i; �G o NLL z =3 �F ;o co C 0 a c O 0 LL ai rn N r LOCr N �—- 50 U U) m co CN O LO +r tV LO EE N N Lo Ir—M E m w 1 r �} � ' �1 iri O o z Z E N ,— E c ii V JOB NO : 22-08387-08382 SCALE : AS NOTED SHEET NO. SN 1 rn m I L V)) 0 Q N M N 0 J cV 00 M 00 0 00 110 00 00 0 1 N 1 co v` t� 0 rn N N M N J 00 111) 0 00 00 M 00 I N F=-- L v cnn a / c .Y a N 0 v a ;E E 2 v C J L U 0 U U 0 a U a Z i i 0 g v U J ay LZ N 0 M 0 0 a O a N 0 CV M Q m v cn V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 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 ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDAD BUILDING CODE N COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP,) WWF OR FIBERMESH B 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D a SHINGLE ROOF, SHINGLES TO _ a . BE IN ACCORDANCE w/ ASTM - - tttm ' D REr - 1 D7158-CLASS G or H, or ASTM N� D I "'_ � D3161-CLASS F, IN '� i— a 12 ACCORDANCE w/ TABLEl ��(TYP.) R905.2.6.1, FLORIDA BUILDING �=1 i I I I�TI=� �=I I 11=1 VARIES CODE 7TH EDITION (2020) 8„ -I - I, Ii_ RESIDENTIAL $^ ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O,C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0"k S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C,--/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1 A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E A 00 co 6 MIL VAPOR I I I ;- BARRIER p• 9 D :f N COMP. SOIL, (COMPACTED TO 95% I� MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CHAIRS TYP. TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O..O U 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVER-1 z / i S 1�, SEEA/S3CRJ/S6---`"ILII IFII - I 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 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 7V i �V i v i V l l I I I I I I I I I I I I I I I I I! I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F, DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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"°016" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV, 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS /2" \ � 6 x 6 W1.4 x a ° WWF OR FIBERMESH / WWF OR FIBER MESH p ° ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN, 4 Q ' a 2x4 CONT, A.F.F. p a - ILL aG a g CD }T_1/2"(min.)-4" D q �T1/2"(min.)-4, N zit 00 D a III III n GARAGE DEPTH VARIES c r3l12'1(min.)4" - ° I _I r 31/2"(m n) �� c C � � � G n � �� — •�1T�� „ _ —F —� ri— (2) #5 CONT. „ ''� �''-' I �" I , (2) #5 CONT, 4 — _ _ GARAGE SLAB AT STEP TYPICAL BEARING WALL as STFP 0 SHFARWALL I C \ TYPICAL BEARING WALL @ STEP CC S3 SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STU D 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1 /4"x31 /4" TAPCONS 1 I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE CID4 _ — — — — I= a = rrt—rrr—r (1 ) #5 REBAR w/ OPT. -`1=TiT-(TI=1TI= I1= TT� I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" -t rO.H.D. RECESS -11- 4,r 60 ITTff I � �. ,- 4e i III SEE A/S3 OR J/S6—�ILL 1 , I rLP FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD "SHEAR WALL" SCALE: 3/4"=V-0" ��E°s�cv PGs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 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 5/8"° 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 WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ill Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi �) ° p FINISH GRADE O0 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN, Fy= 60kSij - 6 MIL VAPOR BARRIER D °=1 =1 iFI,--; O° '' �='IF, I ► I- #5 REINFORCING BAR R 1 7/8" D =rrr N z T N 0.9; 1 AP.qPI IrF COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM � — I I=I D1557) 4" 1 1'-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. HOLD GYP. BD. 2% 1/2" FROM SLAB 0'-0" J CONT, BEAD SEALA� — ¢ INTERIOR i a.. d. -3 1/2" ti. Cl) CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C, STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 00 •� . M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON—BRG. SCALE: 3/4"=V-0" SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U co g I -III -III -II =II I I I II I I�I D•° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX, FOR TRUSS SEE PLAN FOR _ CONNECTION INFO TOP LA BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 BSEEAM STIZE RUCTURAL URAL CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ I MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS COLUMN TO PORCH SILL °' AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT 7 ¢ > w/ MIN, (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1,4 T o W SIZE AND REINFORCEMENT) WWF OR FIBERMESH , LU U) a ' BRICK PAVERS or SLAB PER o. - I I I I -I 111=1 I I 0'-0" FIN, FLR.jk _ _ _ _COMMUNITY SPECS .• "1 ' •' SEE FOUNDATION •• CONIC. PAD INFO. rK TAPERED COLUMN FRAMING K612 �3 SCALE: 3/4" = 1'-0" (2) #5 CONT.-- ON 3" CHAIRS -4" (TYP.) $" 1' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (13302.11) 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 CO E � A D I � I _I I-�r I I I 1 I I-1 I L I I—' :- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 -` 1 T 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6D S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ d CONT. FOOTING STEEL I I MAT REINFORCING. i�! ' Cl) 00 Z GRADE a _I; Ili =1! "=-I - W � I I a —' J a•LLJ— Z it III L1J O Z —I • a♦ i—?II—'i - Q Ei I E! =J ! I I _ FOOTING J U ! -1-1 BEYOND - PAD REINFORCEMENT -III=1=1 ' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ceu r' m ¢. m o CN roell w su E � a J V` �anae a ..r. J L °®•• ol JJ � e� 'ff/4/iQ E SttW%\ 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 engineer ng portions of the drawing pages bearing Engineers signature and seal. W a �E o8 M 0 0 .9 — W- a) N i��rb 8 J (� Q N M R 52 4 LL c J Z L liJ M LL LL 5 a w Z ZCIL Z3 W 02rn� o `YS W U) m cc co Z d IZ y N <% 0 W 0 0❑ V co N M o� z z Q $ E3 v) m Z .a !L _ LL 0 LLJ o N �N = N U) ca W t0 F— J E mlt = L 8 m i'•- U 0 N Q N 0 ° o W Mm¢ M o � Z E � ,tfQ E o0 <Nb E 8 Z� ❑ I— CI g U X U pa L)CIL J Q C N a� O ¢ 0 o 4 z � w yam.. L O m • � z 0 oo C: —� �m ''<W �z � Fm �� <O U a nw W o ilC-) a 3 0 0 a; CC CC CV � C'4 M Co M N N- = CV ' Cr 00 U U) m N F- O Ln N LO N 0 (D Z L} o M Z 04 c E .. v d c c a v _j ¢ o J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. S3 (MONO) - - - - I i i � I' I T-T— , n-- ---Trrr uFI—,, „ � �� 11_-- r- r_1. —I— ; a I I T— rn 3 1 V) 0 Q N 1 N N J N M r w 00 0 1 N i e 1 0 v N : 0 rn M N 1 C1- M N CV 00 M 10 00 I 00 M C> 0 CI V i Ur v cn 0 Q i rn 0 N aV 0 v n. E E LZ v C L co cn U i 0 a U Z cn I i 0 v J LZ CV N N M a 0 0 a N 0 C 0 a� a V) m -o v (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3) 12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 7-711, 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 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ i; STUD W/ (3) 10d NAILS CRICKET AS REQUIRED is SINGLE 2x CONT. BASE i 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 W11 SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 CL TO DRAIN 1 EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 12 (Np') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8° BLOCKING ( ) ❑ O/C FIELD ' ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS � - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW gROF MAIN SPAN TRUSS UPOFTCONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a ° 4 11 ° a ° 4 a ° 811 STD. 90'HOOK 811 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 I IL 10 O NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED - - BLOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. ZSEE PLAN FOR FOOTING jai' y DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Uj 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SCALE: N.T.S. 4 8 ° ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION :1 SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 101, 6 3/4" 31/2"- / SFF 0 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-318"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. G WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE /--7 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. 4 SPLICE NAILS TOTAL) EA. SIDE OF GARAGE 511 SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET ✓_V 11 \rlV 1\ 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 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 CD(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ"'� SCALE: N.T.S. SLI. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL da G ATTACH ALL - EXTERIOR STUDS W/ (4) 16d TOENAILS TON PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —t 0 C TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SP2 1 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 `SP4 NAILED INTO TRANSOM FRAMING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U `n TOP PLATE \�;2�<2x 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) i (5645# SPF) > (6970#SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON -J-BOLTS @ 24" O.C. SP4 SP4 MAX 7. 2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE !- 2X BLOCKING ---(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. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o oA N BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (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 wl (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"xl0" "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 REV. 06.24.22 SCALE: N.T.S. c• A �c 00 CNA -` co wzs' > u,: CD y -rt n, �m>< 6e N tLf O i N-r' SV i . pe .2 >, .� WNN 01 7�4d . -�� P'0FESa 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. i» W vE 0 g $ � 6 N r -0 N cn M0 Ip •/ i2 n J N M V 2S LL �Q C u- V � LL LLrg 5 a =°o W p O ' 05 cp cow 3 LO M Z < H �N 0 o 00 v Elmo W �❑ N (� z $ S z o a 7 U z0W V o 4--J N O—� L, Ln �N t� 1— E L � y U oo co w cog o F z Li_ _. rO Z"s <N cL E . f Fz z® oa(f� co — X U �< U O =OU E Odz <o oQ az v.,C z Y m� o z C J m >z 2w 1 fn u� F 0 0 Z z o 5 o Q a w W 3 U ao °� F x3 oa it z¢ o3 0 (� rn ca ca �--, N 0 N CO M N L 00 U) m N 4-1 -1111 cv I— p L.17 N L O ON a) 04 r Cfl M ` �i o o z z E m E N a C-) _j Q p JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. S4 ' - Li. J L_ .. i I I I o TTTT___ l I T—T-- - IT T _ -r_- I T_ r - - - 3 m I 2 v cn 0 rn N I N I'M N J cV 00 111 00 0 I 00 M «> CD N v 0 Q) M N I M N 0 co M 0 I 00 00 eM C) 0 I N v Q- 0 .n c 0 Zl- N i ca a o� E 0 v C C J co t� 0 0 vI 0 i U i N I c 0 U J a> f7 CV O 0 0 0 d N O rn 0 0 cn a i� m -o v v SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-•\ 2x4.#2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS �—� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL I F 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 -0" O/C EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EN 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. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGGEE S AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NA LING SCHEDULE OR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM >� RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR \N, 2x FRAME WALL (SEE WALL SHORTER) \ \ itS< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING �\ \ 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE \\ (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • \ \ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \ \NAILS \ \ AND 12" O.C. FIELD END TYP. TOP & \\� BOTTOM ATTACHED \ \ (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L"BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING \ WEEP SCREED THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x21/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOP f CO SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING x x INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 111 00 _ 1/ 00 (2)16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' tl EACH JOINT w/ (3) BOTT. CHORD FOR 4 SPANS ^ & TOE 10dTRUSS ATTACHED W/ 2 -16d `� NAI @ EA NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" O/C(4) 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 0/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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 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. OVERLAP TRUSS BRACING 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. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C —SIMPSON SP2w 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD/(12)10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. IT7O.C. FIELD /'JACK TRUSS / SEE PLAN FOR 2x4 "T" ON TOP OF PANEL) L BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 F'Ftt-tNCalNktfikU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - Y-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4„x1 1/2"SDS ^ —,viv i , ocnnuvu - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 L= O a s 9c� CORNER JACK U rr W Z tr O U , HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" 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" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r-CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 11111re i� ON ON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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" Q.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 Mli Go -cs 0 cz W n a M C..)--Mco,e _° y= 0- a$W-= d w ib <W .� .• P*/,,dr�,�fROf ES Wgfll{Istt 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. H W `t EEo U 4 N o 5 w C Co a �rNia N 4 j LL LL W a 0 —ram o Z 0 0 og�0 U) Z CoW Z N Z Q J ILW 0 N z O U d o W E3 El CD Z N M 0� N Z n Q Q J N t�I V) z (D a mN w o � 0 w $Juft � rV 8 �N c� 111111111111111111kw W r— � E 8 I i s d C rR d a o e 00— N m ro 1W M M z Z 21 ZZ L.L cdQ_ E Eo wp QO Wood ZZ� <N _® � _ K 0 OU 0 O E CD aF O �O o� Z a L Q ❑ w m � � G� - w =o Nm zW z � <W 3 Cc, go ca- LL N W W c� 3 W wok 3 O y� <a �o O O ~ a r o— a or ¢ 03 C O O Z m ` C`V D � C� r L � M co Cy') r CV ' 60 U) 0 N H 0 LO OO M Lo CO Z co Z E N T7 c`a d E m U Q p c JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. S5 Cn I CD C Cr O Q rn 04 N I N M N J 000 00 C) I 00 00 0 I CV i I v t� 0 a IM N I M N J 00 tM 0 I 00 M 00 0 I N v Crc 0 NC Q N 0 i a E co q> E 0 s= C J y a� r7 V v 0 C vl N U 0 a U d Z a> I Y .�i c 0 v U J 2 LZ N 0 v a O d 0 r2 0 0 4pp L.� m v 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 ::Z/ 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 107 AREAS. FLOOR SYSTEM ER P\ _ 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —' INSTALLATION PER / CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN, PSI MAY VARY PER MUNICIPALITY 'a A 4 e CV A A A 1. IZi Tf� f�-I M III 111 d d 6x6 W1.4xW1.4 _ _ ` � ° WWF OR FIBERMESH] FOR UNDERLAYMENT REQUIREMENTS SEE R90511 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 o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _W LAYER 1/8" THICK. LU U_ S Uj INSULATION PER �Y CHART ON FLOOR PLAN B R � S6 S6 METAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 901HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) itCl) v 4"x4" INSPECTION PORT AT a a. EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE00 ' " I (�N�1T� -STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION REV.03.16.21 SCALE: 3/4"= 1 --0" C SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD 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" Q.C. 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 -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2x STUDS @ 1"' " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB I I� EXPOSURE S1x II HEATHING PROVIDE II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II _ Lu NOT FULL o HEIGHT SHEET I C II II 0 Z II II JI - IL G FLOOR SYST M i (2)- 2x TOP PLATE BEYOND I I I T_ �II SB F EX/POSOURE 1 F- SHEATHING II II II I Lu SOLID 2x !II III II II II I � ALL 0 C H SHEATHING N EDGES (SEE OPENING SECTION X-X Lu jIIII Ili C III xIL II II �w II Iif x E _ Wi III II 2"D. SEE PAN J III I I I II I III II 11 I I U) II I - Ll III IILI WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYa". co z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U = @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ W @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w LL O 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ � 0 in x —00(0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z w m U.F @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — N w 0 O MEMBER IF GABLE END c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131X 2 1/2' 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIA1 I I-1 I"1/A-rl^kl MIAf"%r)AAA FLOOR CONNECTION rB MASONRY 1 ST FLR. SEE J/S6 S6 3/8 'IS" SPACING A3/8 @ SCALE: 3/4 -1'-0' FOR ADDITIONAL INFORMATION. I S 3/4"1/2 S 1/2^ S vr' SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL (FLOOR TRUSS)ro_� SCALE: 1 1/2"=V-0" S6 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 wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X ram/ SFFp��O� 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.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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. L�&P.T. BOT. PLATE oF�F.Q/OR FLOOR TRUSS ! N/n� i BEAM SEE PLAN FOR REQUIRED--"' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 JEAEND 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) 1 (2) LSTA30 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR S SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2ND FLOOR FRAMING - SEE ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 2X STUDS @ 16" O/C SECTION J/S6 1/2" GYP. W.B. MIN. @ EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W/ 2"DIA. TUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10' J BOLT W/ 8 x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS 40/C, 2 ROWS STAGGERED @ " EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS 16" O.C. @ TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W! 6x6 W1,4xW1.4 2X P.T. PLATE FLOOR TRUSS SEE FRAMING 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH - c WWF OR FIBERMESH WEEP SCREED INSTALLED PER, MANUF. WEEP SCREED . PLAN ' r INSTALLED PER MANUF. -d;d- - - -- -- _1 —I — g--•'-r- - °. °a °� - - -, - - = -°' - ° ` Z"x4"CROSS BRACE @ 48" O/C FOR THE 1ST 2-0 OF I I SIMPSON HETA20 w! (8)10dx1 1/2" NAILS @ 24 O.C.INTO TRUSS 4 Tj-� <a ° ° T— • ' .� n '° I i I_I I _ m -III—III—I I El I •4 � ° d _ a FINISH GRADE — _ °° _ III END WALL W/ Odx3" EA. I BLOCKING & MIN, 4" EMBEDMENT . III— a I I=' �.° = T A I o (2)1 @ a' -I I`I I —III Q —� z I— END INTO 2"x4" BLOCKING IN KO BLOCK I. CONT. ON 3" _ _ (I °'11511 - T I I I I (3) #5 I-IIISEE DTAIL 2/D2 FOR 8 1; 8 CHAIR W/ 3" MIN. 8 r I I III=l I -� I I- MOREENFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTIONFOR SCALE: 3/4"=V-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION, S6 FOR ADDITIONAL INFORMATION. � o - 0 a o C:)mr- c cc' c.a �",,� _co _ �' ro 3 L e�sr``� sv xs <c � rz u OWN .. •- F5 E ES - To the best of the Engineer's knowledge, infonnatlon 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. am W v E a 8 U a) 00 N 0) C M co 0 N M V J LL Q LL m —I w a 13 �tLLL se Z mc�' a -:2 C? w o W _ '� N Wco J Z C, m w N M Z k- < z OU Wcn ❑ ❑ z_ z � � Q J - N M lit z a o LL N FE U O w $ (D t/ 1 c N v U" J x t c U> Q LO 0 As 0 N Cl)¢ M z � z a J a E E 8 oz � o a n Wp E N o ¢o <o a z ¢� LL C Y V y m0 U Z z J m ¢ Q W 2z 3 8§ 5z 2 Q W�W �j � ao �k az =; r O J O co aF Ya x 2 O 0 10 > co ai rn CN t0 M M N T CV ' a0 � C, N 1— O LO N I.n QC N Lo CO T CO �- 3 O 0 co Z ui E CV ,- a OD d) U _j Q C JOB NO : 22-08387-08382 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D -2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / \2 ✓ 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ 2x12 TREAD GLUED AND NAILED 2x I DRAF T ST P 2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED\ NOT TOUCH STRINGERS INTO FLOOR WITH GLU AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ 1z4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = 1'-0" l2il[•�� 191 SYP 2x8 SYP FBI STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT 1 BEARS IN WALL l ��2x12 SYP BEARS IN WALL I �-2x6 SYP / t 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / ' / \ NAILS) / 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i -- 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND 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 \ NOT TOUCH STRINGERS I -2x4 BLOCKING FOR 2x12 I —2x4 PT UNDER 2x12 C I tNEN DE MOISTURE \ CTION ZATTACTS X" O.C.—ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ z" X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. \ / G. 1 TOP OF \ STRINGER % 1x4 GLUED AND NAILED TO STRINGER / \ / STOP [ / / 2x8 SYP DRYWALL STOP MUST NOT TOUCH G ' ' 2x SYP CUT TO FIT ' 'STRINGERS BEARS IN WALL I 2x12 SYP BEAR E 2x4 BLOCKING FOR 2x12 SIMPSON A35 IN WALL I 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTI FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x6 SYP 1 / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" / AT STRINGER CONTACT POINTS \ NAILS) ON VIEW "D" SCALE: 1" = 1'-0" PLYWOOD —2x SYP CUT TO FIT BEARS IN WALL _-----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS J SCALE: V = 1'-0" `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LIX4/GLUED AND NAILED TO STRINGER ,KOR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW A�7SCALE: 2" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO[ ON DECK --2x8 SYP GL AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING 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 GIRDER, FIELD VERIFY OF NEWEL \ PER CONTI V t 7 (2) LAYER 4' EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a'X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: z" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED :L POST LET INTO (LOCK I DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING�R 2X BLOCKING PSON MTS12 w/ ' 10d x 1 1/2" �IVAIL S \D OR 2X BLOCKING 3RD RISW VARIE ECTION VIEW "H" SCALE: 1" = V-0" can 00 r-s n ns ca s�.r N I� �2:1C H U E z V.- r .0, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W �E Q O N CO 00 ® ' 0O N N 00 0 inertia � # 40 s t ca S J 4 a _j - 52 w a. Z —a a 0 0 - r 'Co a O W Y. o > rp N CO ��pjO' yW - rw- LLL M Z Q F Z N OU w W El00 z fv o �o z z o ¢ v J — P1 N U) M N z o 0 1 ' N LL y� M(D W N ® F O o W V1 c N� r0— in YZ M U W 9! ¢ N m w M M �< o z U_ 111( Q E v �° �� Z® �� CU @ K o �a 7 OU S0 o E N gz o ¢ W 79�- �CYaz N a U wm m Z Zra Cn J <w sZ <� 0Qa Z Q . W r� a217Y �w _", 3 Jz >O CDw� M a �U3 C z¢ >� ui rn 2 B t C-4 O M M NLO N � r `1 Cr N 00 U) m CIF) �— O LO +-� N LO .0 N CD GO C'7 r- a� E ` O o z Z N 7 0 .a N C a U Q p JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. ST MF-- NF- i- f - - 3 I iE to O N I N M N 00 00 C) 0 I 00 0 I N CID 1 L v v cn 0 a Q rn rM N d- M N O J 00 M 0 I 00 oo M 0 N i v v- 0 i v+ c 0 0 a N N v a v a E 0 v C J co a, ti L O U v O UI y v "o tZ Cn z Cn I Y i c O v J LZ N 0 0 0 0 a M 0 Cn Q li m DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 -1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR N. P.T. TO PRODUCT APPROVAL FOR CONN. / APPROVAL FOR CONN. f 1 X 4 /' � ,/ 1X4 P.T. 1x4 3/16 �i X 3 LONG FURRING ROWS 3/16" 3-1/2" /� FURRING 3-1/4" LONG X 3/16"mt FURRING TAPCONS J (2) x TAPCON, INTO BLOCK@ SPACING STAGGERED @ 16" 1x8 P.T. TAPCON 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 PER MANUFACTURE „ 1 DETAIL O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL 2" EDGE DIST. ATTACH 1x8 w! (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN,TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / / 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON 16" APPROVAL FOR CONN. / / %i (2) ROWS 3/16" x 3-1/2" f�/ O.C. & 4" FROM ECH 1x4 TAPCON @ 16" O.C. & END W/ MIN. 2" EDGE DIST. FURRINt 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"o.c• 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. CC 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK Z x 8 45^ DIAGONAL (4)10d NAILS INTO \ - BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD, BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x 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--f 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 WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - -1/4" MAX EMBEDMENT INTO K.) Z-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 2'-0" 78- 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH _ START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. s #5 REN (TYP,) STD, 90' FILL SOLID HOOK (1 BOTH CELLS VL 0/&/:, �7/ NOTCH WEB AT ±5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1/4"X1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN, 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS / IJ 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 3/8" 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 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 6.0 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 61NCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P ° REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * SEALANT — — I PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ D ITI - T I- COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL -I o D D 11 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN, LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE M 'D REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 D 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 o . (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: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. L FILLED CELL PER FOUNDATION PLAN ff YP.) fHE S UNACCEPTABLE INSTALLTION DO NOT DO THIS /. #5 REBAR (TYP,) S.� s� 1® ®1 f TD, 90° HOOK (TYP.) B @ FIRST COURSE ii i4, i1 ®i1 2N BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ ZX 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 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE METE: NO :LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" - TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS i 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 -I-- I PER PLAN 1 1 I I F CHANNEL, FASTENED PER 1 -""- NOTE 2 BELOW---I--A—L- CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w! 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w! 3-12d NAILS, TYP. (**) 1. G,C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCA LE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + 44(3 + + + + + + + + ` + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT J CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS QP1= QWPPT 170 Anln SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1)- 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE:'-:.. z O Cn U_ O LU U fn FILL 1st 4 COURSES SOLID W/GROUT a. FOR OVERHANGS BETWEEN OVER 1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • " '''' a • a OVERHAN 4 G' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-01' 5-011 NISH 0 ° #5 BAR D. °• G D ° 4 10 e • ' • ° ° CENTERED W/ g D • °►D 9 K IN TOP b ° KNOCKOUT / c� - ° CHAIR BLOCK •> .'°0 MONO FOOTING p• SIZE AND REINF. PER PLAN - _1 AND SECTION DETAILS -I CLEAN FILL •° 0 • DIRT " STANDARD c, 90r HOOK N #5 BAR IN FILLED CELL„ �.♦ \��S s• Vas• 1 V��s •ems• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. a a� C,4 d C+'- M7 �a N 9 c ec ° v >a �.'a Co .b 0- as . e r@p� wy '4,/ a• . y� �••.....•a•=$�`� Eat rp0gt�gEQ/SgSp� ,��`� 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. d' E 0 ti .52 00 N 0) M V qk U. a LL l_ W o 0 Z 8 c v a cn z2 s5o to N to W 0 05 m du . z , N Q r IL Z N OU 0 rn El El N M 0 � o a n M �n z C1 Q) o +� U., � U 0 LU Cq I— CO v 6 Ljj W r-- E — mRig U o ca O g NffW • ®0 ALAo co11 w M -.0 0 Z g vo J o . E o E z ¢ oo Q� Z® 0 — <_ x0 a'0 ao 0 oz ?M O E dz ¢ nz L (� CY o z �Z m o �LL w u, -t N aw ga Zz n0 ? v ¢o 0w E �� a� C GU C. w a� v za 0 �C) > CD CN N 0 M C-4 CO fit") N , 4 00 (%� m N M n 0 N .� O O LO �( N LO of m ` iri O ci Z Z E N r 0 c E c tl U _j Q 0 -r JOB NO : 22-08387-08382 SCALE : AS NOTED SHEET NO. SS r- a1rLr - - i- - - -1 e L.1i h`- - �i i - - i i *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN (2) ROWS OF 10d NAILS @ 4" O.C. TRUSSES W/ (2) 12D NAILS EACH BLOCKING END TO TRUSS TOP CHORD 2X4 BLOCKING P' FLOOR TRUSSES BETWEEN TRUSSES TRUSS @ 24" O.C. SECT. A -A A A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D DOUBLE KNOCK -OUT X-BRACING - 2x4 SPF OR TO PREVENT PLYWOOD BLOCK W/ (1) #5 ALTERNATE: SYP w/ 2-16d @ EACH TRUSS SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES HIP CONT. IN EACH COURSE (2)2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY W/ wEa SIDE OR BOTH IF REQ'D) G.T (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ (2) 12D NAILS 4'-0" O.C. T & B AT12"o.c.MAX FLOOR ATTACHMENT 50 HIP/RIDGE BLOCKING DETAIL 2 SCALE: 3/4"=,'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAYBE NAILED EACH DIRECTION TYP. U.N.O. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD NAILSWHEN SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & R UI D HTS20 REQUIRED w/ (2) SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION - X 1 1SI EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" ° is O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT, ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. --, 4. CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT---/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 �—WOOD TRUSS -/ SCALE: 1/2" = 1'-0" JA PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ LEDGER ATTACHED TO FOAM. DRAFTSTOPPING MASONRY w/ (2) ROWS SHALL DIVIDE THE 5/8" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT @ APPROX. EQUAL AREAS. 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK LIT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @a EXTERIOR WALL( 53 SCALE: 3/4" = 1'-0" 2'-0" MIN. LAP SPLICE 1'-01, 6" 6" 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O O N i SPLICE O o i o O O O Z-0-1 SPLICE BEYOND Z-01' It PART. ELEV. VIEW 1All r)r' DBL. KO. BLOCK MIN. MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" WOOD OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —,, PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"x24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD MASO' SEE P DETAIL - ADJACENT TO TRUSSES M\ -17d Tl1CAIA ILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B Ili«'�•� (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER GA FILE ASW 0810 SCALE: 3/4"=P-0" 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDES OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH RI FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 TEM AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX w U J a 1n V` MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) NT' TITEN2 SCREWS @ 16" O.C. /—TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK JSEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING.-� 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 WJ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT /—EACH FILLED CELL (TYP.) 0 BE NAILED W/8d COMMON @ 6" O/C TO z— 1x P.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 -----(2) SHALL DIVIDE THE SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX, EQUAL AREAS. T"ORD BRG. T(3P CHORD BRG EQUAL AREAS \—DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. CONT. IN EA. COURSE FILLED W/ GROUT (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" 1" P.T. NAILER DRYWALL NAILS OR DRYWALL SCREWS 7" R-3 MIN. INSUL. PER. FBC. O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 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 Z _j �U) 1x P.T. BASE NAILER N 6x6 W1.4xW1.4 WWF. 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) o T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8�� (SEE DETAIL) 2-STORY PARTY WALL SECTION PWO SCALE: 3/4"= V-0" PRE-ENGINEERED FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. ---- (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED: SEE PLAN _ TOP OF PLATE -- TOP COURSE W/ �--- LINTEL SEE PLAN SEE PLAN 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 DF SLAB 0 F. � F.F. VARIES WITH b SITE GRADES SEE PLAN CV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 4"A c�4 ;-E S 04 >E G ®.12 g E v ,y.,,�aa;ai t t t t t c ►rara��i f��rrrrr W N SE w ® `� ', C`o • .`fir a ` •M 5tl0 `��v 0l ! t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E a 0 N 8 0 y 0 a N 9 0 2 � C? A CD LL A� eN j M ! i C J LL W � J LL � a W Z m o i -I W�26jO' m Z z < ,n N Z do 6 W 0 El co z N f7 O N CC, z J — N z v1� o LL �N Tl M LU —� O o V)Q) c UM ,., �- - �8 allc 4 L z am CD CD M M � a o Z Q E O zo �z >" <., Z® 0.,F- CU 6 CL O E x0 o¢ a s 00 Z N iao w o d w wn N U .3 mo Z Oz z � N m 'aW �Z N ¢� w= oM 5� W Q 3 U wLL a o a yF _z - o w �w 3 =r >° J CDw0< � za aF �3 0 `o N m N c� (10 M N `n N =304 T 4 80 '^ �/) m N cV LO •� O � < CN r 6 � *-- 7 a z t6 z N E CV a t M _ _ ig a U J Q J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. D1 3 ID I (n 0 a rn N I N CIO 00 N J 00 0 00 r 00 0 I N c 1 co v 0 N I -.4- M N J O CID �_o M 00 0 I IU v cn 0 c 0 a N 0 v a E iCv E O v C C J ti .Q U v 0 vl co Cn 0 a U Y i 0 0 U J a� LZ N N 0 I2 O d 0 CV 0 C CN 0 0 Lo a m v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT T WINDOW BUCK TO OUTSIDE EDGE MASONRY WINDOW BUCK t ' , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK . AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCKALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rv�onuvv SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. Q WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING r�onnvv 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v e 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK I qA AM 1'-4" PER PLAN V-0" PER PLAN 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOPE a ° H 1 1 d d -- Q ° 11 ° a c d ° d ° ° d ° a 1 a SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 771 hWIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied REMhorizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST ;i / 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. 1l 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` `'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 EXTEND MINIMUM 6" RELEASE ADHESIVE AS SHOWN) EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Pr, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING <> JIM 1.3 1.3. In accordance with other approved methods. INSIDE CORNER1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400, 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Q1 W m Q 41. � ( I it I I I f I I I I ----------------- --I a LLJ PLASTER STOP �- = W CONTINUOUS BACKER LS U ROD & SEALANT W W _ rr H 0: 441. W �3: ° A Cn 11 a FOUNDATION WEEP SCREED Ir-STRIP OF SAF h-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER -3-112" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco t LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WR13 BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish Note: �i The building paper and metal lath must be Cement installed over the top of the weep screed. _ IP---------r� Plaster BACKER ROD over block 1st floor IS FINISH WEEP SCREED DETAIL SCALE: NOT TO SCALE All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C.e'► c � w o 0 va@�� co o � d c � o N 0 N m 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W a vE a co $ 0 (A c d W r 0 .4c N M V LL -r v Lau LL a UJ aI Z @2061 z � a W waC, :5•@c. 9 m Z LL W r°3rnm J Z ,LO m z N OU , 0 M N M Z z o � J- Nn a � - N z U o W 1 ' L co O W o Ln c W J E U o N Q m 0 N n 00- CDW C.0 Cl) z 0 Z U_ E 19c ca- p E: U �� z ❑a ca F- @ 0 X U OQ U 0 " U �� O N ap ¢o ¢o ay ¢W C/� C O Y m0 01 Z U -m aw �Z u� 9 7 0 Q0 U Q w a m w U 3 aii �k o� w =3 o wI< ,0 ;o { a o� Vl- zIa 3 c O 0 .y N C,O T c� M (10-6 N N r �� - 50 U) m C14 co4-0 F--- p 111.0 o N CL`3 Q T M r `Zt ` o 0 Z Z E N iv r ca m a E .. v � 'aui ¢ o _J JOB NO : 22-08387-08382 SCALE : AS NOTED SHEET NO. WP 1 I -7 T-r�iTI I: . - Mounting Brackets (10 Gatrgel 41t2'x+1l2'x2-1i" Ila Bat It Cr45S St�port Siee Anchor SchtE lulta Bight Bracket,(16 Gauge) 112"0ia. A_;2S (Typ) Self [killing 5-crews Ittorn Edge (`iyplcaOl in front) w��hers From Cross Supper Sdf-Ixtckirtq Flirts (tullay be cut tow) Left Bracket (16 Gd ugk) 014 selF-DrlljngscrevidThru Brackets IBack Cross Support Into AIC Unit Bottom Side (Tpicak 3 each side for hurricane use) INSTALLATIONI l Ij -At, analailatdt u t sawxrurfJdau ads p4W1 neon dUie raci rlratriPgre 42t B wry ltor fill t)OwI tg a4mitahl "!t'rtP' eegow, c � y Florida Department of Business & Professional Regulation Page 1 on Building Codes and Standards 1211012021 Product Approval Application Detail 2492 i!n*y or lint@ .Data Date Pertdna Data Tim Venslon Manufacturer contact Endrlai Ucense validated Sy Yalitlmed. emitted FSCApProvd Approved stays AHinr.D. 2020 Smart Vent Prodimts, Inc, Mlshael Grab- Hemrea F. Nereid P.E. Locke Baalfep P:E, 12M&2020 12J16i2020 12l2a020 Appr:wed Category: SuucturodComponents (877)441-8368 FE-73T8 (334)3OD-1600 Subcategory: Products Introduced as Result of Ihfotgsmanventcom New7ec1hnology Compliance Method: Evala etidn Reportham p Florida Registered Architectora Licensed Florida Professional Engineer QVWV Assurance Atmrovedior Use Approved ror Use Impact Cattail yggaj, Product mpdar. Numhar or Nana Fraduct DescdNlon cowered E airetian Date In HVHZ DutsWe HVHZ R-Mant Pressure 1 $nartvem Motlel #164Q510 Dual Function Flood and Ventilation Vent 12'3l= Yes Yes NIA +1001-100 2 SmadVentModel #1540-511 Duel Function Flood and Vent9ation Vem 12r3112023 Yes Yes N/A +10oF100 3 6madVerd Model#1540520 Insulated Flood Pont 12134QU23 Yea Yes NA «1006100 4 Smenvent lnbder#1 t146521 Insulated Float Vent 12raiaon Yes Yes NA «100h 100 5 Ve Shad nt Modal p154P524 18&qudR Garage Door Flood Went 12f31,oG23 Yas Yes N1A NSA 6. SmertVem Model 015405vo Wood Insulated Flood Vent 12131h023 Yes Yes NlA +7001-100 . Sm.r Vent Modal#1540.574 14 5squot Garage Door Flood Vent 12617202'3 Yes Yes NIA IVA Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1n413921 Product Approval Application Detail code gnittra PAL It.@ Dale Pollicino gas. 11Myerelbn @reiracturer Created Ermineer&I-liarna Validated ar Validated S bmleA,d FRO Aremval Adoloelat I'egg R-buen 2020 Drexel Metals. Inc. Jasid/ Shumate Zachary R. Pied Locke Borden P.E. 081012020 d8J05l2020. OW02020 191132020 Apprrnsd Category: Roofing (5OX1303-1511 PE74021 (33413OO.1800 SUK-1-90ry: Metal Reding Ishuntetem-drexmd.- Compaante Method Eval lap Report from a Florida Rlaloaad`AnhBeot pr a Licensed Florida PI*1��RB'f1p��"x Professional 6lgnaer omwr -,1Umce. Approved for Use APgreved tar Use limpact pagan ,seL product Moeel. Number or Me Product nescrlotton CaaradFxplralal Date nl to F out"Him g Pressure 1 prerelMetel Roofing System, DMC 10014S, DMC 15064%. DMC 1758, DMC.2006, 121312025 Yes No WA +01-180 OMC5v Florida Department of Business& Professional Regulation Pigezd4 Building Codes and. Standards 1252022 Product Approval Application Detail EM Datg Pantlina�- . T e . ��.Manufa Manufacture Contact &License � yatldaed B Validated Supm{ioDate _Status Revision 2020 Therms-Tru Corporation S'eye Jasperson Lyndon F. Scdlnildt, RE - Ryan L King; P.E. 041152021 12f31r2020 0422/2021 OBIOWO21 Approved Category; Exterior Doors (8)0) 8d8-7628 PE43409 (8.1 767-6665 Subcaftory: Swinging Exterior Door Assemblies sjasp -r @th-m.bu. cam pllanes Method- Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engh*a, FC#1t}48a•RS,Fraduata OU4111V Assumnco Approwd for use Approved for Use: fmPaet peslon Sad# PretluctModel..Number Or Name Productneserlodork Cpntracf Expiratipn Data In HVHZ OrtIde NVNa Resistant pressure 1. a. Therma-Tru Fib -Classic and Smooth -Star :Nominal 6&#398 &quctlmpact&gwt; Opaque 12t312022 NO Yes Yes NIA Composite: Edge Fiberglass: Single Door '(Insmanglautswi ng, X owlgu26on) 2 b.Therms-Tru Flber-Classic and Smooth-Star Nominal 6&p3E38&quot,inWct" Opaque 12F31f2022 No Yes Yes N/A Composite. Edge Fberglasr$mgle Door Oih' $ideise(s); O mwirgi(AasrAng; XO; OXor OXO configi r ii.nsl 3 c. ThermaTm Fiber Classioand Smooth -Suer Nominal W$9,8 &quotlnlpaOAgWt: Opaque 4213112322 No Yes Yes WA Composite Edge Fibergless Double Door veth or w4thlwt Sidelites (Insveirg/Outswing: XXw OXXO -rifigurstons) 4 d. Thermo-Tru Fiber -Classic and Smooth-Sar Nominal S8j#39;0 &qugt,lmpact&quot Opaque 1213112022 No. Yea Yea WA Composite Eta Fiberglass Single Door (InsvmgJOuf 1g Xmmigyr&Uofi) 5 e. Therma-Tru Fiber -Classic: and Smooth -Star Nominal 88$3RO &quot1rhpact" Opaque 12731t2022 No Yes Yes WA Composite Edge Fiberglass.Sirigle Door with Sid6 k.(s) (Insvung;Outavnng;. XO, OX Or OXO conflig.ratlobs) 6 f. Therms-Tru elber-Gassicand.Smooth-Star Nominal 88#39;0"lmpact" Opaque Composite Edge F berglass Double Door with or S0.11tes XXor OXXO iwit 022 No Yes Yes WA 7 11. Therma-Tin Fiber Classio and Smooth -Star Mthollt lItlswing(OUtswtng; ConfguraYloh6) Nominal 58095 8qu0tlrripact&gUot, Glazed :Composite Edge Fi bemlaw Single Door 12131/3022 No Yes Yes N/A 8 h.. Thamna-Tr Flbe- las le and: Smo hZipar u rG s of (InsvnroglOukswulg X configuration) Nominal &R39 y., o I ot& Glazed N m 6 8 u t uo Camp❑site Edge F&iberglassSngle Door with 12131f2022 Alp Y et Yes Nt4 9 L Therms -Tru Fiber-Clasaicarel Smooth -Star Sidelite(s) (InsW rg/OumWng; XO OXor OXO. Wnf .rations m Nomal6$#39;8 &quotlmpact&quott Gland Composite Edge Fiberglass Double Door with or 1213112022 No Yes Yea NfA 10 j. Thelma Tru Flber,Gasaic andS-th-Star wthout Uelhos nnaMnglOulswng, )O(.rx 0)0x0 configurations) - Nominal 6&#39,0 "lrnpact&quct; Glazed Composite Edge Fiberglass Single Door 1WV2022 No Yes Yes WA 11 kTherma-Tru Fiber -Classic add'.Smooth-Star Imo ung owaydng; X cont guratum) Nominal e&#39,08qudlmpact&quOt Glazed Composite Edge Flbalglaea 5kigle Door with 12r31f2022: No Yes Yes NIA 12 I. Therma-I'm Flbar-Claulc and Smooth -&'tar eldelte(s) (lllavang/Oldsrnng; XO OXor OXO. coafigurations) Nominal6&039;0 &gU❑t;lilyiact&quoY, Glazed Composite Edge Fiberglass Double Door oath or 12731f2022 No Yes Yes N/A 13 m Therma-Tru Flber-Classic and Smooth -Star w ithoutSfdelitnilm mngt(Outemng X)(.w OXXO configurafionsj Nominal 6&"ga,&quoi;lrr;oac%quo1:a Glazed Molded Open Compashe Edge Fiberglass Single. Door 127312022 No Yes Yes WA 14 p,Therma-Tru Flber-Closslc and Smooth -Stir 'Onswing/Outswing, Xconllguration) Nominal 68ti&quetimpact&gyet Glazed Molded Open Composite Edge Fiberglass SmglaDaor wfiln Glazerd 12t31=22 No Yee Yes WA 15 o.Therms-7ru Fiber-Cl2sslo and Smooth -Star Mbided Open Sidellte(s) (insvnng/butsv4ng; XO, OX o OXO comgurabons} Nomlmal S&O398&quoklmpact&gwt, Glazed Molded Open Composite Edge. Fiberglass Double Door vAth l21r3121j37 No Yes Yas WA 16 p. Thamre-7ru Fiber-Clasen..,H 8-th-Star of without Glazed Mottled Open SkWhes gnswirgf0utswingi XXorOXXO rwnl (g 7tx` Nominel8&# ;8 &q klmpact8,quak Ogaquei Composite Edge Fiberglass Single Door with Molded Open $idelite(s) XO, Ox QXO lwlr= NO Yes Yea NIA 17 q. Therma-Tru Flber-Clawle and Smooth -Star (Inswfnglout5mng. or configurations) Nominal 6&#3g,8 "Impact&quotl. Opaque 121312022 No Yes Yes NIA a¢a)t $od❑d Modal. Number WNow Product 0e 10tian & 9G[?S5T0(Larga.M9asib.lmpaet) Vinyl Rkling Gil— Door ApProyed for Use Impart. V-1 Dulslda NVHZ Rasidant. Qrpg Yea Yes NJA Clategory/Sub ltegory Manufacturer Product Description Approval Number(s) Test Pressures Expe, gate 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0J ?.0 psi 12/31/2022 Th emiaTru Fiber -Classic end Smooth-Star(IMPACT)FL204 8 +67.0/-+67..0 ' Ps 12/31/2022 Therm aTru Fiber -Classic and Sm oath -Star OMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windowss and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205..03 + .71-38.7 psi 4/1412026 Pella Corporation FL264 C. SECTIONAL Wayne -Dalton Series 800018100/ 00 #1105 (8 7) FL6248.3 +31.0/-35.0 psi' 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (1 X7) FL8248.10 +30.01-33.5 psi' 12/31/2023 Wayne -Dalton yn Series 8 018100/8200 #1124 16 7 � � FL8248A 1 +34.41-38. f 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADGT Inc 7 Single a 607r707t7271747rand 847 ngl 8( Pairs of Doors F L11537.1 N/A (see inst s ht 12/31/2025 2. WINDOWS A. SINGLE HUNG MIWindows. and Doors Series 185 FL17499.2 + .0/-60.0 psi 10/812023 PGT Series 5500 F L239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.01-35.0 psf 6/1712027 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15 51.1 +55.0/- 5.0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30.01-30=0 psf 3/27/203 Pella Corporation Series 10 Sliding Window FL12811 NSA 5/25/2031 C. FIXED mill Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 413d2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 FL6694 + .01-50.0 psf 7115f2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod, Cemplank Lap Siding and HardlePlank Lap Siding F Ll 3192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soft FL15272.1 - FL15272.2 +75.01-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54„21-54.2 psf 7/30/2023 C.. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAati'`MENTS Tamko (for Shingle Rood 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tire Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp,. Off Ridge Vents FL16918.1 - FL16918.4 NIA 91912026 orida Metal Products, Inc Florida Vent l`1fD FL21580,3 NIA 21 12024 1 31 Lomancof Inc D tV A 4 Ex�hus cent L 720 .1 F 1 2 97,519T�5 f 121 0�20: 5 1 2 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS1 DMC 175Sr DMC 200S1 DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A.STORM PANELS Global Protection Products Galvanized Steel Sturm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITIN Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc:. Truss Plates 9 F L2197.1 - F L21 7. 5 NIA 12/31 /2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr P Lr LSL FL£627A - FL6527.5 NIA 313112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 Florida Department of Business& Professional Regulation Page of Building Codes and Standards 1r2$2022 Product Approval Application Detail 92k Entttvor gate 2Qeg pendlo❑ um jog vrGgbh Manufacturer Contact Engineer&Licenlx Validated By Validated Submitted FM Approval Aoorayed Stoats Revision 2020 Therma Tru Corporation Steve Jaspersgn- Lyndon F. Schmidt, P.E. Ryan) King, P.E 07123f2020 07J12J2020 07f29t2020 10113Y2020 Approved Category'. Exterior Doors (800) 843-7628 PE-03409 (813) 767-6655 SupiCatagory:.Swinging Exterior Door Assemblies slasparsonothermatmu:co Compliance Mathod: Evaluation Reportfrom a m 'low e Regisaved Archtect"a Ubansad Florida Prda9s opal Engineer r� � a ` ati3rasa>rar�a t3Ual tltvAasuranee AoprdyedftIr Use Apprayedfor Use Impact. Deslan SOag Product Model, Number or Name Product Despnptim CantmdtEXpireDan Data In HVHZ. Outside HVHZ Resistant Pressure 1 a. Therma-Tru Flier Classic and Smooth -Star Nominal 6&#398 &quct;lmpa❑t&quot, Opaque Composite Edge Fiberglass Single Door 12B1f2022 Yes Yes Yee NIA 2 d.The+ma-Tru Fiber Classic: and Smooth -Star lincwnngIC.1b nng; X gcnfig.nshgn) Nominal 8&R!80&quot:Impact&quot Opaque Composite Edge Fiberglass Single Door with 12131f2022: Yes Yes.. Yes. WA 3 Sdelite(s) {rnskine.Klutswri XO., (0)Cor GXO configurations)' ' Nominal 6&#Wl; &gUot;lmpact&quo;'Opaqua Composite'Edge Flbargglass Double Doorwth or 12t31=22.. Yoe Yea. Yea NfA 4 d. Trlerma-Tru Flberciassic and Srmgth-Star yathout Shddttes (InsNdnglqufa4ing, XX or DXXO eonfigurat[ohs) NOminal 8&#3S0&4u0t;imp2d&quot, Opaque Composite Edge Fiberglass Single Door 12t31f2022 Yes Yes Yes NIA 5 e. Therma-Tru Fiber-Classic:and Smooth=Star (inswingfOutswing; )(;4onfigurefion) Nominal B9039;0 ✓3qudklmpad&queN Opaque Composite Edge Fiberglass Single Door with OXO 1213V2022 Yes. Yas. Yes WA 5 f;Therma•Tru: Fiber•Classlc and Smooth -Star. Sdelits(s) (InsMn2laut5wina; XO, OXor configurations) ` Nominal 8&#BR,,0&quoYlmpadBsluol, gpsque Composite Edge Flbetgl.;R Double Daoiwitri or DOutSwing XXor{i)XO 1213112022. Yes, Yea Yea.: WA 7 g. Ttierma-Tru Fiber -Classic and SntothSiar v4tho❑tgldelitea(Inewin,q configurations) Nomhn216&#39,8 "lmped8quot Glazed Composite.Edge Fiberglass Single Door 12J31)2022 Yes. Yes: Yes NfA 8 h. Therma-Tru Fiber -Classic and Soo nth -Star lnswingfOubobing; Xconfigursdon) Nominal 6&#39:8 &gtlodmpad&quota Glazed Composde Edge Fbetglasa bingb Doorvrith 6X0 1213112M Yes Yes Yes WA g iTtiermaTruFiber-OlseepandSmooth-Star Sidelte(s) (Inswrng/OutsW ng; )(O, OX or wnfigurat+ons) Nominal6&N39'8&q�Impact&quot,Glazed Composite Edge Fiberglass Double Door W n or Y2t31l2022 Yes. -Vas. Yes WA 10 1, Therbra-Tru Fiber -Classic and. Smooth -Star .without Sidahies prmorinq/OutarMnq< XX or'gXXQ configurations) Nominal 8&#390&quMImpact&4uot Glazetl. Composite Edge Fiberglass Single Door 1213112022: Yea Yes Yaa. NIA 11 k: Tnetma-Tru Fiber Classic and Smobta.Star - (InsAngloutsning; X configuration). Nominal 8&t/39,0 "Impact&quot Glazed Composite. Edge Fiberglam Single Poor Mth 12f3112022 Yes Yes. Yes WA 12 I, Thernm-Tru FiberClassic and Smooth -Star Sidelte(a)(ImneinglOutswng; XO, OXor CXO configurations) Nominal 8&#39,0 &quoklmpact&gti# Gland CompoerI Edge Fiberglass Douole Door Wth or 1=112022 Yes. Yes Yes WA 13 m, Tha rat-Tru Fber-Classic and Smooth -Star Without SxieliRea TinswmgTOutawirrg XX cr=0 Configurations) Nominal6&0V,$ &quot lmpact&quot Opaque CompositeFiberglass oor withNcAmpact&qutSldelite(s) 1213112022.. Yes: .Yea. yea N/A 1A n.Therma-Tin Fiber-Classio and umood'4Stef (Insx/ngfOutavnng; XO QXor OXOcwfigurations) Nominal l 6&#338"ImpaG&goof+Opaque Composite Edge Fiherglass Douhle D❑or viddi 12/312022 Yes Yes Yes. WA 15 o:Therma-Tm Fl herClaasic: and SYnooth-Star &quot,Norrtmpad&quota SidelithsQr5vAn;VOutsming; OXXO cdnfguration) Nominal +3&#391,6 Rquotimpact&quoe Opaque Composite Edge Filderglass Single Doorwfth 12131r2022 Yes Yea Yes. NIA is p.-. Therma-Tru. Pfber-Classic and Sm-5ter &quokNcr;4mpad&quol;'SHolite(s) (Insv4g nglOulawin, XO OXOr=conligurationa) Nomind l 8&#3g;9ooth&quct loped&goof Opaque Comp❑eneEdge Fibergiaas t0pu ble Door "ith &quotNcn-impact&quota Sidelltas 121312022 Yes Yas Yes NIA 17 q. Therme-Tru Fiber -Classic. and Smooth -Star (InsvelingiOusr,1ng; OXXO Configuration) Nominal 8&#39,8&quck Non-ImpaoMquat Opaque. Composite Edge Fiberglass Single Door 1213112022 Yes Vas No NIA 18 r. Therms-Tni Fiber -Classic and Smo❑th-$tar (InsWrigfOutswing; Xconfiguration) Nominal 6&#39.8 &quothlon-impad&quot Opaque Composie Edge Fiberglass Single Doorvddl 13131Y2022 Yes Yes No WA 19 s.Therma-Tru Piper-Classio and SmootinSter scasi e(s)(I'MAIngloutawin9 XO, OX cif OXO configurations} Nominal 68,#3g 8&quot Non-impad" Opaque Composite Edge Fiberglass Double Doorvdth or IM112M Yes Yes No NIA 20 t, Therma-Tru F1ber-Classic and Smooth -Star without Sidelites(Ir%vAn9J0Utsm/ing XX or OXXO ❑orttlgurahorra) Nominal 8&#390 &quotNon Imllad" Opaque.: Composite: Edge Fiporglass.Single Door I Wl f2022 Yes 'Yes: No NIA 21 u.Thereat-Tru Rber-Classio and Smooth -Star (Inswing/Outswing, X configuraAonJ Nominal 89M.08quot:Non-Imped&quot>Opaque Composite: Edge -Fiberglass Single Door Wth 12131 f2()22 Yes Yes No NIA 22 v, Therms Tni.F liarClasslcand Smo th-Star adelde(s). gnsMrrglOutswing: XO, OX or OXO conflourattorisl NOmine 18&039;0&quat;Non- ImpedBquof: Opaque Composite Edge Fiberglass Double Door Wth:or 12131J2022. Yes Yes No NIA 23 wTherme-Tru Fiber -Classic and Smooth -Star without Sidelites (IrwwirtgfOutswing, )C(wOXXQ- configuratronsj NominalSWI)8&quokNon-Impact&quol;Glaxetl CompcslraEdge FiberglassHmgla Door 12131/2022 Yes Yes No NIA 24 x. Therms-TruFiber-Classio and Smooth -Star (Inswing2 hawtg Xconfiguration) Nominal 0&#$98 &quckNon-Impad"'Glazed Composite Edge Fiblalgla66 $Ingle Door with 12131J2022. Yes Yes No NIA 25 y-Thelma-Tru Fibar.Classic end Smmo}h Ster Sldelta(s)_0nswr4lt:3idaAh9; XOt OXor OXO .configurations) Nominal 68de39;8&quotNon-Imp ot8quot; Glazed Composite Edge Fiberglass Double Door Wth or 12131=22 Yes Yes No N/A 26 ¢-Therma-Tru f}bar-G9aasld and Smooth -Star Without Sidelites (IrmWrtg/Outswing; XX or OXXO confguratans) Nominal 891109;Q"Non-bnpact&quoi;:Glazed! Composite Edge Fiberglass. Single Door 12139h(322: Yes Yes No N1A 27 n. Therms Tru FNder-04"ic and Btnogd,Star In J u ' XmrfT .,mote swd O b N❑min�WS&#39,q&quotNon-Impaot" Glazed Composite Edge Fharglaas Srlgle D.6,wit i. :b;1 OXO 12131/2022` Yes Yes No NfA 28 A. Thermal-Tru Fiber-Cisasic and Smooth -Star Sid .(tnsvHnglDutswing; XO OX or confguietidils) Nominal M&#i30;0 &ouotNon-lmpad&auot;:Glazed 1273112022 Yes Yes No NIA Florida Department of Business & Professional Requisition Paget oft Building Codes and Standards 16=1 Product Approval Application Detail -9&k EhirtY. Or R& oate Date Pending D92 jypg Yarsum Manufachur" 'Conrad. Endnaw&Licarna Validated Be VnGtlatctl "Mitgg FSCApproval Aporawtl add Ravisign 2020 MI Wndcvrs-and Doom atom Sltinger Luis Roberto Lamas Steven M. Urlch, PE IMFi12020 IOMWO20 10J192e20 17JI-5 020 Approved Category: Exterior Doom tT17)385-3300 PE82514 (?17)31T-8454 st#rcatado7- S idng. Exterior Door Assemblies bsl91ngerry,mhva.wm Compliance Method Evaluation Repot Lorna FIP*M Relm radArchded Ora Licensed Florida Professional Engineer quailty Aaauunca. Apurovadil"Use Mrordvelfor Use Impact ROM Sean prortud Model. Number pr.Naiae Product Deaddoaon COnImcYExalraUal Date. Jg-I{]rHZ Outside HVHZ $q.11$,{aij¢ Pressure 1 SERIES 420 ALUMINU M SGD SERIES 420 ALUMINUM SOD OXO 1WInD24 No Yes No NIA 145314&quotx806quot; NON -REINFORCED 2 SERIE6.420ALUMINUM EGO SERIES 42CALUMINUMSGD OX, XO,XX12131A024 No Yes No WA %&qud;�80&quot NOII-REINFORCED 3 BERIES 420ALUMINUM 830 REINFORCEO SERIES. 42pALUMINUMBGD REINFORCED OXO f2rMU4 No Yes rob N/A 145.3143,gndt.st &qud: 4 9ERIE3420ALUMINUM 800 REINFORCED SERIE5420 ALUMINUM WO REINFORCED OX 121$112024 No Yes No PUA XO. xx!?%quoex98&quot 5 SERIES 420ALUMINUM REINFORCEO.. 'SGo SERIES 420 AL MiNUM SOD REINFORCED ED XXX 1P2024 U F C 12✓3 N o 'Yes No.. WA . 143Sq.d,,XS6&.d ot; _ Florida Department of Business & Professional Regulation Pi9.1 d2 Building Codes and Standards Irs121Y21 Product Approval Application Detail 9M ladity or $318 .Bile Data Pand- 299 jygg Y$)}jgD pMmufae Urs pa gg ddnear&tJce sal Validated By ValltleNd Submitted FBC Approval ADQroV Ee §Igo ReMsiom 2020 Wayno-OaxR:,a Olvislon of Overhead Door Dwayne Kc ish John E. States Jeftray P. Amason, P.E. 101122D20 OgI2omx 10232020 121f512020 Approved corporebn (330)763-8121 PE-51737 (W4)S21-5200 Category: Exterior Doors dkomishMwayne-daltono SubCalalow 6egponai rzterlm Dom Assemblies ON comiltance Notho :Evaluation Report fronra Florida IMIsteredNrohitaotor a Licensed Ffollda Prole 1 NEn Weer soon et - Duality pasufall, Amrpvadfa Use AoprgvW fpr Use Impact - Destart aed # piodvd Model. Numbafor dame Product [IMM ildrl contract Expiration Date In NYXZ Outside HVHZ RealsmlH Preawire 3 8DO01810078200.0+1105 S3#3S. Meal w1fh.14' Max height: C4eang 12/3liM3 NO Yes Yes +31.00f--15,00 available In too : orintennediate section. 10 W00/810 82W #1123 18&*3a Maxvi dth, 14&#3S: Maxhoight, Glazing: _ 12r31R023.. No Yea Yes +30,410F33:50 available In top of Intermediate section 11 d0OMIGM200.#1124 168#W Maxutid[h 148439. MlaxhaightGlazing: 127312023 No Yea Yee 34AML38,30 evallable In top or hemAtllade section. Florida Department of Business & Professional Regulation Page 1 or Building Codes and StarNYards 1*2021 Product Approval. Application Detall Code Entity or Bata .Dale Wire Pending Loma mm version dlanufadurar SrBi Endner&License Submffl FSC Approval AptYoved. Status Reveal- 2020 Curiae DivisionofAADG. Inc. Tom Ridley UL LLO Troy Bishop, P-E. 12M.N2020 12J91RD20 12I2113O20 ApP1 ed Cetggay: Exterior Dana f 841I 454-2813 (954) 947-0680 SubOategory: Exterior boor components tornrensre-asebloy.cp ComplianceMethoct Certification Marko Listing m Quolty Assuramca APnroodfs Us. ad for Use nnaact m 0,41al 6-0 PrpdutR lamiol rhimCr pr Nartw Product 0oscriptbpn Contract ErWralion Date In HVHZ Outside HVHZ assistant Pressure 1 80T.707,727; T4:7, ?Sa 777,end 8475ngle and Pairs of Flue Glazed.. and Louvered shgteend pars or IWI12025 Yas Yes Yes N/A Doors hollon metal doors- .4_a N L Cn L 0 c6 O NV/ O C O Q. C O a_. ty o Cis U_ O .0 0 O I-.C.CU)Q a Z Z W J 0 --A tl � U_ t: at C) � �S � c: C O O O cn E cu O L O C:L Q s" U O LIB W L) cu m CL Q cu cu W � J z a SHEET N0. PA 1.0. 1 -1 - -11 1 I- -_ - - - - -- f II _--- .N I i l 1Y' t. cq CU N -I.-� Florida Department of Business $ Professional Regulation Page 6pis Florida Department of Business cS Professional Regulation Page Off Florida Department of Business & Professional Regulation Ragelarl Florida Department Business& Professional Regulation Pegs +:dr= (� Building Codes and Standards 1252022 Building Codes and Standards 102 DI Building Codes and Standards 5 D2 BWlkpng Codes and standards t 5J2411 2 Product Approval Appiicatlon Detail Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail C: I Ill Twe %.�.S& Version Manufacturer Entity or SL4Bi94Y Fgaineer &License Validated 8v &al Validated .2& Submitted Date Pending FBC Approval J Approved Status igtE L.L � B eta Pendino l�i1£ S9`t1e Bit .D�it Daze Pe ,,W M11MEM11 i t KIWI Code Manufacturer Entity or Daze Pentllriu Vallda<ffi FBCA92all �O �e = `v a .� Revision 2020. THerma-Tna Corporation- Steve.Jas rson L rl F. Schmidt P. Rysn J. King: P.E. d 10107M021 09/152021 i01132021 IV1512021 APP roved i�rg@ version ManlrfacinYer Comsat[ htaneer&Uaenseyaidaed my mall Submitted Validated Sri a FtSC:Aduroval $P$fgYa9 status Syy1 Y@L2jgD AID Ehdm, ev BgmgOE AmericonBLkmrsa Validated $ybitodt Fac Aeoroval Aooroved �S D U� Contact Endnaw&lken9e Validated 9F9@34 p4S !�!� "�'� 0 V ♦ V '^ }s Category; Exterior Doors Pe Y _ - y g. (eWj 843-76?8 PE-034� (613)767-&555 Afrprfatlon 2D20 T PG Induarlea Jens RownaN Miami -Dade BecO-CER Mieml-Dade $CCO-VAL 11A5F2D20 11tO5r1A20 11111/2020 Apprawd ReNsion 202f1 MI WlOdowS and Doors stelon &rnt Qtunger American Arch Eteven M. 1lricn. PE 10lOtu2020 104)t72020 1Dne/i020 Approved Apprarvetl Reuistcn 2020 MI Wlory: and Doors American Manufadurws local Steven M Urlch, PE 112212020 11J222020 11282020 Approved = ! . subcatsgory: Swingi fig Exterior DoorAssemblio ajasperson�tharmill Category-y4ndoas. (941)48S-()ll (7W315-25N - Category: Y':Indill 9dder (717)365.33OG Manufeetures Association Vl T)317-845d bstuncerChhhvd.com Category: WlndOWs- Subcategory. Fused (T17B -330 Asrdctadwt rF17)31T-8454 4T177363-3300 nel A t 0ingeremhvd.com L ^, Compliance Method, Eyaluatloa Reportfrornat Florida Registered a Licensed Florida m aubcafil She. Hung Compliance Mailed: Ctirdtcadon sill or Listing Jrosokvskiapgonduta ac om subeaaltil. Hdlzohtal Compliance Method: Cerddcauen Merk or Lsng Complimce Method: Certification Mark a Liston ii 0 O Architect or R Ion I mean m9 L /r� .. }Li23sk`lSrt<duDis < _. -. _. :_ .. .. - :. 530d.HnP- uric ..... - . : ....._ -. _ r:.. :, _.. :__ �. -, : '='. . L W F t.ifddsl-R -- . t ducts. T D f = , -.-- - .,..-, _-._ ..., ___ , A fag Use A ror use ,-,:, -- QuellN Assurance .,_.... ADprovMfw Use Approved rw Use. gnDett M Q6 fA1 iry rain -- " -- -- pwdrwusa tmr.yaArwusa. Apes R Jmyast IiSM90 Q _. - Qualliv Assurance Approvad-farilse - ,. .. Aoprovedfor Use Impart Doll sear ,Product Model. Number or frame 9gaIlNAsaurance product Doodadoo Conlrect EntrallonDae _ m roved o.rpved ni IrZ Outside HVHT Imgid. gggJ�l 1�@rl!ffi Pressure: §A&Y' Product Modal. Nrsahw or.Nama Product Cascd,W, Conlcact SYoaMlan Ditto Dull NVRZ RasktaM Pressure AMA ProluctMgdel. dumber or Name Product gescdons, Contract ExokffiIen GNa I6VS Outside HVHZ ResLvtwN Pressure = O # Product model,.Numberor Name Beg-• Product Descrlodan Contract Expiration Date in HVIR Outside HVHZ Resistant Pressure 2 ge ss - pa ) GH5500 (Lar M ea m nt tan l angle Hun vrindaa 0713W2025. y g g _ a Yes Y s Yes NJA 1 - HS 18&Finmdpfang®Frame 73x621nsulatad fJass 0?11612024 No.. Y<s No +55J-55 1 195 PW 75. 721nsulated Glass 041032023 No Yes No .60f-60 , � 3 = }e Ill 1 a. Thermal Fiber -Classes and Smooth-Stor Nomiml OW39;8 &quotNon-IrrpaclAquot Opaque 12/3112022 No Yes No. NIA Q e'e�t 0 Composite Edge Fiberglass Single Dow + 2 b. Therma-Tru Fiber -Classic, (InswinglQutawing' X cordlguratiol Nominal 6&#SQ;6"Non-Impaolaquot Opaque 1213112022 No: Yes No WA �� 0�t� and'Smoalh-Star Composite Edge Fiberglass Single Doorv,4th ill L Sidolite(s) XO, OX OXO Q l)roWnglOutsWnl or (� 0 3 :C TnarYna-Tru Flber-Clessioond Smootl}Star Ponfg moons) Nominal sari 84votNdn-ImpaoMquot Opaque 12l3V2022 :No Yee No. NJA rt0) 4O2 `V 8_ FiberglaSI Composlte Edge Q"isle r3oor with or without 5idelita9(Insviing/Owntvvin9 )b( xO)xG �� configurations) 4 d. Thera a-Tru Fiber -Classic and Smooth -Star Nominal 74#39;0 &quotNcm4mpact&quot Opaque 18l31J2022 No Yes No N/A Composite Edge Rbleglam Single Dow (Inswing/OutswIng� X c*rriguratbr) 5 e Thermal Fiber-Glassic'andSmooth-Star Nominal 7&#39.0 &cucc Ncn-lrrpact&quot Opaque 121311ZC22 No Yes No NIA Composiie, Edge Fiberglass Single Door with r, S'idelde(s) OnwhrigiOutsysrtg;'KO. OX or OXO 6 f. Therma-Tru Fiber -Classic and Smooth -Star confguraGons) Nominall8!DaquotNon-Impacts , Opaque 12131r2O22 No vas No NIA Florida Departmerd of Buslrta:s & Professional Regulation Pam I wi Florida Department of Business & Professional Regulation Paga i al Florida Department of Business & Professional Regulgation page 1 a 1 0! Composite Edge Fiberglass: Sing is Dour Building Codes and Standards 1t5l2D21 Building Codes and. Standards 1&2021 Building Codes and Standards IM 021 onswingloutswill X:configuration) 7 g, Thermal Fiber-Classk and Smooth -Star - Nominal M#38;0 &quotNon-Impect&qusfr Opaque 12151=22 Composite Edga Fiberglass SingleAoq YYM No Yes No WA ProdUtt Approval Application Detail pP PrOdUCt Approval A Cation Detail PP Ppg PPOtlUCt Approval Application Detail. ppp ppilcati Sidelde(a) (I nsaAnglOutsysng;..XO, OX 01 OXO configurations)- - 8 h, Therma-Tru Fiber -Classic and:Srnooth-Star Nominal M#89;0&quotNon-lmpact&quot Opaque 1223V2022 No. Yes No NIA Composite Edge Fiberglass Dou61e Door Wth or �S eltlOtet I- Jl9tS 2111 Data =0gffina 1� � {jj(�. Data Dana Pending � Code, Entity or - Am ims Offie gIno 20 4 Wlthout SWisllta6 Inavll IOutmAJin XX or OXXO g W." Ver=tan Manufacturer contest Enneer&t.loense Validated By d Validated :submitted Ana V P�1 AponclYigd a1 ena IYM vl LI6t Contact Jrndnerr8licensg Vandal By Validated. Subraftl FSC.Amara l .AP.Pro 46SMr:. 11yfe. Version. Nanufiteturor Contact &Li srimpercense Validated By col ajpma(g(gr,ted Pao Auproyal Approved li y 9 .: e Thermal c i The ma Tr Fiber Olasst and3mooth Star configurations) - ' Nominal 6'8&quotNon lmP�&goof Glazed 1213112022 Nit. Yea No NIA Affirmation ?A2t1 GT ' - rk' P Indust a -- -- 'end Rdaowa I W m 0 .aCCO CER tvlfaml Cads BCCD VAL J. k a i-.. ado . - TKJS 020 1. A RQ20 9 2.. 1 ,5... 1 J2020. l lii ,�a tl Mpra+o •. Rent roe 7at2 a 0 r 'MI Windovsend oqa s .. eYn rl E r r t sir Lu Lomas, E' St a M.0 ch a loon & en is R om , P. . P 0. ,. 0 1'. A 10JO812 29 47g0 20.. f�... ii1Q 9 3M2 20 _. 211.,. 0 1 5P202 Approved Affirmation fMniatos. 2D20 T industries, PG 1. des n Jens wsk m De aCCfl E Nram a BCc V Ros I aI LA tD da AL a da M1A 105 1I012Q 1/11/20 d 11 /2020 1 5. 29 1 20 eve Approved Composite Edge Fiberglass Single Door Cateewit: Ylndowv. %4T) 48fr0100 (786).316-2590 colagery: Winpo.,r4, (?I 7) 365-M 'PE-i '(717) 317.8454- Caswell ventlows. (941) 480.0100 (786)315.25N (fnsvenglOuts%MW: X configuration) Subcategory: Fwad' JtwovskiliR glinausuies.o Subcategory:.. Wfil bsithint r4mim' wd.oe Suliestappry' Moons IrciMSI ioppdndumesc e 10 J. Therhla'-Tru Fiber -Classic and SmoOth-Star Nominal 68#3 iquotNon-lmpact&quot,Glazed 1213112022 No Yes No NIA 64enpllano. Mal Certitcadan Mark tin Luting om Compliance Method Evaluation Rail from a Compliance MatlfPd: certification Mark a: Listing on, - Com Its Edge Fiberglass Single Doll Composite E. 9. - $ 4h1 __. .,.. .._. ..,.,.,,, ,.„.._ ., - ,_.. .. ., .... .: ,. ., _. . ,. .., , ,..... .<. -,. .,-..- . , .. _.. ,^::. ::. .:,. -�: Florid a st re hdli Vora Uaans. Floods. A R e d sic eel O ......... ., „ , ,--„ -_-. _.. <.,,..,. ..-,,. _..:� ., <.. ,:.. ; .:: ... ,, ,,.. .-. ..-. , ,. „ ,.. , . ,... :_.... ..< , ; ....... , Skleltte Inswl JOutavA -XO OX w:OXO n (s1.1. fig g.. , x 4,i1 4M % 24 w -..,.. - . , a .. ,. otll_- ( ,.,..-... , „ -., :_ , ,,., _..., ,......, .,, _. , _,... ..._. :. .. ... . ........ -_, : ,-.. .,,,.,,: ,�,,. ...,. .., .,. .. .. ,- ., ... .:. ,.. -.., .,,,„ ,.,.. ,, ..-,._ ,. .,, _, :. .., .... ':. _,.. -:_. ,,.-.., . ... ge+. Prdeasrond En der ; : „ai3'droducfs,:, ., , . , ';; -.. '.:! .. ,-;. _...-. . , - : ,,, . ..». I, �,.a:.. ...,., ,,, •, ... _. -, ,,, ..,-. _. , ,.-_ ,-' ,. ', _... - , 11 kTharora Iry Fber•Classp end Smooth -star configuration - Nominal 6&#39,8&quetl>bn-impact&quot Glazed i?13112022 , No Yes ND NlA .,,,,,, ..,,.: , .. . - ,.. - Oudnv Aesraane4 Data _11., Appravotl fe:Ils� Aaorovatlforlise In Ill Itu¢tsY. .. n I3avw Pre�ure.. ,..,_: .., .;r ., ._ ,.::... a,.-. , ,. .< k ulasPlatlrrds „ ,.; ,:, ,,,; , ,F S,t .- '. ' . .. '` ' -<, ' ,_ :�,,. , v :, : :" .': „ ., <;; .,., c.;, .. - ,..' ..", ', '.. .. ' ;` ,.; <,., :.,, ,,,,. ,..,. - ,.;,_:., _ ..: ' , , : -. ....:: ' "' .: ,<,. , -. ,-., .:. 3-00- __ ...... ....., Produei Model. Number or New -. ,. Oualav ks �rmce. Product Postulation Corsrad EKOlrallon Date po pied ilse 1, us, A r iw Aonrovadl ime�tlrrf. BpSl- k, HYHZ WhAd. HVHZ art Pressure CompositeFiberglass-o o , h - Comp EdgeDouble Door or i llhoin Sideiitas (Inaw4nglOutSVring, XXor OXXO Sal 5 oduet octet Number or thime Pr M P1N-55201L.rgc M&slk lmpaetj Rmlucl Dasc7lotlon Contract Nrul flxad NAndqu od730R025 :Outside HVHZ Yes Vas Rohna l Yes. NIA . ° QualiNA Assurance A.eoved for use Antvoead rw Usa0,1& )DIQal 1 Whore fa Al Opgrs and Win4ar.^a Aluminumh4uaoim' DS1262026 Yes Yas Yes NIA 12 LTherma-Tru Fiber-Classio and Smooth -Star . WnflgUratlDnej Nominal 7'0&quotNon-1 mpaa&quot Glazed 12I31l2022 No Yes No NA aa ae fh'ode uclModsl. Numaar No -Product 5784 DasertNbtrell F� n CanmkaHenData Vertical Aumnum Mull larltt2624 14i� Outside No. HVHZ Yes RaslR=taro Yee Pros_eura Proatu WA Composite Edge Fiberglass Single Onswing/Outsvmng; Xconfiguratjon) 13 m. Therma-Tru Fiber-Ciasaicand Smoothl Nominal 7&*Sg0&quo1;N.nFImp-b&qugL Glazed 1251 =No Yes No WAComposite Edge. Fiberglass Sing le Door Wth Sidelite(s) (lnsWngfOutsWng; XQ;:OX or OXO configurations) 14 n. Thermal Pbs,-Classk and Sirnooth-51ar Nominal 3&r139;0&quotNon-Inrpact&quhr Glazed 12/31r2022 No Yes No N/A Composite Edge Fiberglass Single Door (IrstWngfbutswn,g, X mnLguration) 15 o. Themne-Tru Fiber -Classic and Smooth -Star Nominal 8&03g:0&quct:NcrrlmpactFequvt; Glazed 12131=22 No Yes No, NIA Compoev, Edge Fiberglass Single Gtoor Nth. Sidelde(e) (rns+atrlg/0utsvnng; XO, loxes (ixb Florida Department of Business & Professional Regulation Page of 1 Florida Department of Business; & Professional Regulation Paga zaf2 Florida Department of Business :& Professional Regulation pages a2 16 p, Thermal Flber.OYassic.and rSrnooth.Star mnilguraaog2), NOmirtal'8'08quot,Nan-;lmpad" Glazed 12J3112022 No- Yes No NIA. Blllding COtl@S ark151rltdarl 1182p21 Building COdBS dnd Standards 10AJ2172.1 Building Codes erld Standards 1Bi202i Composite Edge Fiberglass Double Dow yvith Or t delites pmswingtoutsveng, Xzt pr0?0, Approval Application Detail Product Approval A�IirakbnAetail Product Approval Application Detail w ounfig l gdhfigulatlons) Product - 17 q, Tnernm-Tru Fiber -Cush lc and Smooth -Bar Nominal li8i#3g;8 &quatNon-Implecdcuot Opaque 12a112022 No: Yes No N/A. ;: I i I I ; ; Composite Edge Milsorglass'Single Doorysth transom (Inswingioutill Dix configuration) 18 r.Theona- Rber-Classioand Smooth -Star Nominal 6&#3g;8&quotNon-Impacr&quot.Opaque Iwl1`2022 No Yes No NIA P Date Pita S code Sill Of egg use Date PeADlns J2.a Cam. 2" old. Data Pollution 20 ' Composite EdgeFib.anso l(In.vrgnD.v;.i.dt 0-irva;DIX4, am veraltin Marmf.durer Contact Engineer a LlDmse Validated Or validated-F�'AoD vel m Bpyroved TV� J..S� j(>fr3jg0 ManWedurar ( Ertdxtae &Licutsa� vmlder°tl By submitted FRC Aunrayhl ABMB)fet Rill Version Manufacturer fontact P.nalneera license Validated av Vallilatea ate" FBC Arbirowel dpg@,�+eQ us Sidelie{s)end Trensom(Insvirgl Q/O o- - configurations) X ) Resea -2020 Join" lardhoWldn :Products. ins, 9 Chad Clacks VAlidrevl Tan John Southard, F.E.of>D•5/2021 12h4nO20 01rp8l2021 - ding PSC Apes,. Renown 2020 Aside Nick Thompson Lyndat F. 6ch.kft,F.6, Ryan J. King; P.E. 021151Z021 0211.572021 U2222adi O4AW22021 Approved R.Vskn 2:D20 GAP Michael shah Robert Nanfinen John W.: Knazavlch, PE D82612020 0921120N 10+D22020 12lib12020 'Approved 18 s. Tharnus-Ton Fiber;Classtc and Smooth -Star 16&IW;. qLi 1213112022 No Yes 'No WA Cowell Pond Wills- i500)745-833a PE818S2 rs52)367-2528 Cat Panel Walls category: 33D E22-2389 PF43409 i813 797•6555 ( ) 5 Category. 9.0rg. (600)70G•3411 PE-WI68 (954}772-G224 Composite 2000&quotNon- melts&quot-Opaque Composite F-dge Fibergiase SngieJbor Yvid1 subCatagory: 8idn9. ched,dbrcks@lartreshard SubCalagory: Sodas' nthanpaanQAlade.cpm StrbCategary: Asphea stingers mstuhMgatcom mi Siddibil InsringlO.ti g: XO, OX or OXO Compliance Method: Evaluation Report from. at aim Co°pll°nie MNhod: Evaluation Raport from a Compliance Method Evaluation R.port from.. Continuous Head and Sill configurations) Moil Regla tredArchival or a Licensed Florida Nodde Regiat-d Architect bra Licensed Florid. Florida Registered Architect or a UceneedFiords 20 tTAerm Tru Fiber-Ckasak and Smooth -Star Nominal 89033,08quabNon-lmpad8t}uot. Opaque IV31IM22 No Y� No WA Pronathi ei Engineer P,.f-In,l ErrOneaf Prol"Slanel Engineer Composite Edge la Single, Dow. - ssSm '.Nell Poede. 0 9 - _., ,,, :,.. _:- ..,,, _: , -.. -.- „, , ...::. ... . ... ,::. .:: ,. .. ;, ,:,,...- _._ .. ;-. -. .- •FllrM7A.R ., ::.:. - ihw5leta _ I - .: , - .. t nsvan utswl O orO O eC°J g . OX iai13tg2.fa9Prbduafa P .: - _:._ �.. .-. ,.. ,. ..,.. . .. : - :. C11N5Zt2l:itul .. , -..- dueN _ .::. ., _ ,. ,._ , .-.. .- ,-. ,... ....,.. :. , . �__.- .,_s .. �. . . _ _:. :_. .. ,. -. - ..,:. .. �_ -. ... r.., - •..- Continuous Head aril Sill configurations). _ Assurance for ass Amroved for Use (itANlty AOofoy9d aBatgL ! _. _. - _ _. _:.. _ - Quell Aoesvelfar Use. forUsa'. a Asanratre Aawpved hnoact BS.IIi9D Quality Assurance Awtovedfor Use Aromedfor Use impost 2sal 21 U. Therms-Tru Finer -Classic and Smooth.Sl'ar Nomina l 6&#39 S 8 not Non -I c1& uotGlazed 12131/= q ?gle q No Yes No WA Sal Y Product Model, Number . or l'�me Product O°aUlotkn Contract E)mlretbn Data It K Out" HVHZ K91191MA Pressure 8a 1 # Product Model. Number or Name Product D°ecrlobon. Contract tha lratlon date m HVHZ Outstd° HVHZ aosMant Preaaure 20.9 Product Model. Waste- Name Product tlwdyl Contract Excitation Date T outside HVH2 I. 11,44i8t9gi i193$iL4, Composite Edge Fiberglass 5-urgte Door N9t11 Sdalae(s)(InswingiOutswing's)4, OX or OXO 1 CemplAnl LapSidP,g 1b<rcemronl lapsidin9 12l31f2923 Yes' Yes NIA WA 1 a. &qud2i&quok 6oNt Yant or 8[IItlV I°g Soffit 12I312025 No Yes No PIIA 1 GAF Asphdt RpofShlnplas Fiberglass reintariretl 3deh, laminated. 5:tab and 12J76202Z No Yet NJA MIA Continuous Bead and Sill configurations) 2 H.nAePlenk Lap Sling dber-.cemesl sin aiding 12/31/2023, Yes Yes NIA NYA 2 h, 6quctAlllence T4&qud'Sdfd Vent or Sold Vinyl Sol 121312023 Nit Yes No WA h1 rtl p dye espheft shingles 22 v. ThenraiJiu Fiber -Classic and Smvothl Nominal$&#39I0&gtxt,Non-Impact&quotGlazed 12131l2�Y22 No Yes �No. NIA 3 i,"W;Gronbrir Vintage Saedad&# :,,%lff9: Vein or 3did Vinyl Spflit 121,312023 No Yes No WA E.,� - Composlte Edge Fiberglass Single Door n4t5 - A d Aqud:o8&qugl;: Saint vent er Sdid Vlrryl a&* 121312p27 No Yes No. NZA V_ 5ldellte(a) (InssMng104�w1ng XO, OX or OXO s e. Laud^Charles Dak&goof; SdAt Vert ar.lsdid Vinyl aural 12)312023- No Yes No NIA cc "` Cr .,� Continuous Head and Sill wnfigundlons) 8 i.-&qud•Supar Spart&quot Saiik:. Ventor Bdid Val Sofft 1D312023 No Yes No NIA ,„.. _= 23 W.Ilierma-TruFlber4latiland :GmOoth,S`tar Wall6 iii8quot,Nondmpaci&quot.Opaque lval/2022 No: Yes No NIA W Composite Edge Fiberglass Door Panels vilith Vented Sideldb( OmsW440u#v,il)O,)&Xor XXXX l� CD s - 24 x Therma�Tru Fiber-Classicarid Smooth -Star oonfigurafictl Nominal B&0 &quotNon-Iirl7aDt8qutlt:Opaque 1213112022 Composite No Yes No N)A {..� v a a a, r_ = cc Edge Fiberglass Door Panelavi th Vented c,� tN S1delil lh5Wng7Outswl XX xXxor XXYJ( confguratians) a -p Cb `C-4 C Ill a- 26 y. Therma Tru Fber-0leslcand'Snwoth-Star NomlrlalS&039;S&quotNon-Impact&quot Glazed lV3112022 No Yes No NIA to - cm L+ Composite Edge Fiberglass- Door Panels vddh Vented V) .= " t S]delito(s) Orevdnglautaxiag; XX.XX)(w )?a()(. Florida Department Business & Professional Regulation paged ell Florida Department of Business & Professional Regulation Pell Florida Department of Business & Professional Regulation Pagel off Un as = rO configurations)inal Building Codes and Standards 4OW021 Balding Codes and standairds IJSr2021 Building Codes: and. Standards 102D21 C as tr � 2B zThenro-Tru Firer -Classic and 5moeth-Star Nominal 8&#38:0&quotNon-lnlpact&quot Glazed 12I3T/2022 Composite Edge Fiberglass CWf Panels With Vented adelire(s) (Ir,s+ungroutswing Xx, xxxor XXX)t No Yes No. N/A Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ?� (uia. � a7 Cl � C = conngurabdns) - 0 4 ill xmmm IWMIM3 27 za.Thermo-Tru Fiber -Classic art Smooth -Star Nominal Milli&quotNon-Inpaoi&quot-Glazed. 1213112022 No Yes No NIAmmeansaimmm Composite Edge Fberghess:Single Dowvrth 3&#38r,D ^ (Inswinpl0tntswlrigt XO OX or:OXO Sot£ t -.. En qv ar t Pending Q�Q ppg. pet< �it.0€�I].flgL4r B�. �3t€ Daze Pendlna �(t i$* AW or .Date Pendlnu e 213 2" RedQ = =-go i iDi 'y -�% 28 zb. Thermal Fiber -Classic and Smooth -Stay configurat conriguradons) ', :- Nominal l38,#38,$&quot,Non-Impact&qugtGlazed 12t3112t122 No Yes NO WA TYBg )(C[3I01] Mamrracturcrpgt EndnearS Lkensa IttQ.;� validated: Submitted FaCAnhraval ,fig Rovwad at,tus. l y jyp@ _B!s(gt1 Nlgtvlterrl :.Cb�act E ndrel Uhall Windatad Hy Vrtatm Submitted FBC:Adgrox2i $gyti'ay89 � @tityr; Vwsl n Grp$ �_ Menuraeturar Contact Snamsar B Lldensa Validated ev T Validated ll P11C,Amterel attic AYMo1r�d L_ .E! ` U cU } = = Composite Ed`e.Fb la le or' H+ m e le[ .Bit DoUh Do Alt Poe 9, 9 ,... ... Rat4oen 202o I a1 B fig Prpduyl. LC eel Flkml John E Kerrl Ed4P Rob nel1 q Ytt 1(noadMdl, P 1C1gdfZ02O 09292026 141112r2020 12J15202D glad NSW.. Reutslon �p2p _. L.V.Lhair,psdl, Inc.mebeTlloMpaDn Architectural -'h ha Steven Ur E Tony Christman Zachary R,. prrea $f n rut IDh, P -. _ 0&n Y12020 05r182020 Og7222a20. 17/1 020 52 'rgred Approved ReNsla 3020 FIOd4eMafdProtluets Inc,ln4lerk ,. Jones JameaL. sucker: P.E Steven M. UNCh. PE t0 : 06272020 D92572, 20 10N42020 1ZN 2020 Dyed Approved . � 9 d17 ipC .�„ 3&#39,031delites (InswinglOutswrng bXX6' Consul R. Category: Rop9ny (417182d:a844 pE5E166 (95-0)772622d� - Metals CgmPany lTAMCD:i, i813)248.3458 PE•74d21' f717)317.8454 Cal<pory: RDotng .... : :i (904)483.8400 GBUEK Enyinaerklg (717) 31-8454 - , .FT �' 29 zc. Thermal I r assica ': - r wall,uradon) control 39;U &gupt Dn-mpagtFiquo Glade 2,31J2022 No as NA Sompliagu Mothol aymeds - karrl_etlen erAo,com Category: Pooling, "Category;Rooin9 Accessprles mat aream tolyQ,w-stew.fi1g,corm Subcategory Roofing Accasaanes: thatale:en Integral Pan afiheiEooAng9ystarn alark(piltmaD.eom PE-31242 Nit E Composite Edge Fiberglass Single Door with 3'D Compliance MMhod: EvaWetrM.Rspon Boma Integral part arena Roofing sysam Coon IlaP.nctth. lhangauon Ripod rram�a' P •� Sdelia(a)(ImswinglbUtswnng;XO OX or OXO Flodda Regldared Ardlk'aDt pr.a LlcanSed:Rwltfa Compliance Method: Evaluation Repgtt-tom a Flonda Registered Archdectara Licensed Radio O� �j 30 zd. Therms-7rufiaar Fiber -Star cronflgura[iona}} Nornnal:8&#3Bip:&. otNon-Ion _ Glazed 12Y31J2022 9U PactSqui'A;. rJa- Yes No NIA P,.fosiond Engineer ,;;, .; ._ .. .,,, _.. ., . ,,,: .,;::: , . .::, , , ..,. ... Ficelde.Raglsiead ArchNacl bra Locensod'Florida. PrINasslonal Engineer C) Composite -Ede ibri la�'Dou la Door F. b with „:. 1>23 $ ;, ,,,,,,,, ., ....... n=„ . ,..-. ,..,, , .. : , :.,. .,-•. ,.,:.,,: - ...,., :. ,,.,. . , ..,., ,. ,. -. : ..,. ,.-..,. , , _>:: <.,, .,., ,..' ,. . ,. .., , .; ... ..-. ... :::. .. , ,:,. , , , _.. - .. .:.. '" ! , .... � P esslanal Engineer <.. ,;: , , ,.: ,:, ,. .. 1 lt2t5$g-ifY-Pretlunic: I a.. 3&iJ39'❑ Sideiiles nsxln utswin OXXO- ( 91 g -. - , .,-,,. - ..,... , ,:,: - QuaLWAssurance Asaruw,dforufa. Rnnrova0 iordai Imood r H491g1 , , . walisstsataPrpaodea ... .- ' ', , <, .. , ;, ,.; , .--,--.-..-.,,-.- . , -, , .. , , , , , mnilgurauon) - ,m-+�•..--�-,.�,--+,- :«_<,- , .. .. ;:. , .; -� ,,. ,,.< .:!. ;:: -_ ... -,- .:: � ...., . . .. - ,;,, - ,: ,.- y , ,e:.- r, - (yyAsercarn:e Anpraved for Use Aooroved iw Use lN?S0t 13&iIf10 31 2e.Therma-Tru Fiber-Classlcand Smooth -Star Nominal 78Jd9;oa uotNon-.Ion ;.Shaker 12/31J2072 No Yes No NJA. � Product Model. Numbs or Name. Product Descdolke Contract ahaflan Ditto. JpID&K outside kill Rawest ¢regjs,� 4Wa11N Assurance Approva for use AoaravadforUse Impact Deslm,. lifter product Mal hiumber or Made r &rtrnras Esalratlon Data �,�y. Oursiaa HVKZ Resistant Fra re. Series domywstte Edge Glazed Flbargla�ss Singie 1 TAMKO Roca Undedayments(HVW) Ro.tundeneyaents fora. in FBCHVH2 O&2812(23 year No WA WA Sep» Product jil Number w Nam° Product Direction contract Date ,in HVHZ outside HVHZ Satisfied P 3 3-FLAMCO&quot:RV 10 Ridge Vt goof; Aluminum Ridge,onts for pitched roofs fabricated 12/31ff024 No Yes No. NIA Door vyRh or KWwu11&#39,2Sidelisl judelotione. t TAMCO Flat Top Off-R'idge Vent with Bane for Tee 26 pa. Steve roofveMiiatorvdvr Peale 0Sr092026 Yes Yes NIA NJA from 0.025'Aluminum (nlsving/Outswing, X OX XO or OXO configurations. 2 yea (. TAMKO Rod UmoarW nts NDN-HyFf2). Roofundarta ymants iorusa In FaO non+IVH¢ os4B2023 No Yes NIA N/A 2 TAMCO Ooovenaek Vad 26 psi. 09J092026 h!q Yes NIA *W-52:5 jurrsdic[lais. 3 TAMCO 0IT-Ridge Roof Vast with BaNe_ 26 ga:'stado roafventator wdh integrated bazge OsNS2026 Yes Yes NIA NIA 4' TAMCO Round Top OtFRulge Vent Safflcfor Tile 26 ga- Savo rootvandatw %v th battle 08/062026 Yes Yes NIA WA Flo ride Department of Business a Professional Regulation Pan.l bra Florida Department of Business & Professional Regulation Paga I all Florida Department of Business & Professional Regulation pipe N 1 Florida Department of Business and Professional Regulation Bidic6ngCndesandStandards rrsz BuiidmgCodes and Standards 1m2g2i BuIldingCodes andStandartls 125aDz2 Building Codes and Standards 3l1512022 Product Approval Application Detail Approval Application Detail Product Approval Application Detall Product Approval Application Detail cn ill , 1, I! ilt: � i;!;Product i i: '11111111111iiiiiiiiiiiiiiiiiiimiiliiliiiiiillillili= No= t_oQg ityuY&=bon Mwruraetumr bray Wr4ac. Ehafth-&Licerneyagdatea.Br. one 299.. Date Ptilding validated Submitted lAoomval �It OW -And St. cga Iygq Ver=ion Manufacture a6 fIN r Ca�tad Endneer t: ticerxe Validated By 299 jig Validated Srmr�rgted Dale Perrino FaC Aoarayal PAIL Aow�aed code S1�g Version Manufacturer Entityor Comet. Enairw¢r8l:icanse Validated By 0100 Date Daft Pending Data vaiaaltad Submitted FBC Anoroval Aooroved status FLN259-R31 Revision 20W Lonenco K.Wha Jelley James L Backman, P.E. Steven M. urlch, PE 11)2312026 linV020 1f292020 ding FBC Airl Re icon 2020 Scroll Reeling Anderson Red. LAPMC Uniform Evaluation Gary W. Walker I lloMD20 1 ip2F2020 llM12020 Approved Rcyistdn 2020 Global Protection Products, LLC. Tim Robinson Walter A. 7lue Jr., P:E. John W- Knazevol PE 09108/2020 091g8d202U 10101t2020 12115/2020 Approved (D Cod@ EM Datee Date[fie pate status Catagary: Rooll (501)983-6153 PE-31242: (71Z317-8454 Calagory Roang (604)M-6091 Services LLC (205)858.9160 Category. Shutters (954)6847545 PE-44187 (954)7728224 Iya Version Manufacturer Contact -21 jag e r Validate By Validated Pendin 8R6C2Yed Approved gl°agM. Ro Awftcessmeethat..an RodimPSYS1°m Keiley�kxnencocom subCatagorq. Roang Ties Ev.W.Ul RcoinAndervon@bcral.co m Subcategory. Sturm Panels Compliance Method; Evaluation Repod froma tim.mbinsoneoppentcom ��- Revision 2020 POLYGLASSUSA Maury;Alpert, License John 10126120201G14212020FEC 12l1512020 Imegral Pe tafdhe CamPll..Method: Evaluation Re�ntam a eornpilance Maetod: R.Patfrom.-a Product EvalusdonEnfty Florida Registered ArchhectwaLicensed Florida Category: Roofing 59542331330Smalpertl9potyglasseom Robert.Niaminen Knezevieh, PE $RRLt35Cs'it Florida ReglsteredArchnect"aLicensedFlorica . ,,,, _., ::, „ -,; da .' -' - ,,. ,; , . .-; -: , ' - : „ Professional Engineer Subcategory: PE-59166 954 7726224 ( ) 1110112020 Profossiond Engineer b - _. -.z. ,. „-;' -, .,: .a, .. ,,:. - , s - _ .,'_: b ;,. . _", �, : .,..x: -, -I F 3OTfi=RE�,Pafluats' :, s:r., - Lnderla }r - -:. Ftffibi4g2lPzoWa(dr .x ., ..,: .. ::::. ', :,:i :. , : ,._- ,,, . .:,, ,_ ':, ,.:.., - ,:: ..' >_: >, ... '`, _, ;... .. ..•",: dtaiRY Aaaurace. AmrDyed far Use "Aobraysdfa Use. anwa BStWIt _ _.. - ..... -- '. .:-. -, - ,, - - - -. .menu - .. .. ,:. - : , _ , . .; , .,, - ,- � , . , . , ..: _.. < . . . . .. . .... _, sani Wodug�Nptlal: Numba,w Name Produd.Descrlwlora Corarad-Exolcetion Data. in HVxZ 'Outeitls HbHz Rey�istarit. P.iP.°.SL (ivallN s rbnce 4 Aoorove or U§a A proved far Use df A! doll Compliance Method, P QualtyAsslualce Appir 1oruo, tiro l for Use A ou tl &cam lmla&st BtpIN1 is &°son -ehakaslata Cdunl7Slae, PROW rah r n �k Engl Flat Pi le -Denver. CC 12J312020 Nit Yes NfA WA set # Product Model, Numberor Name �-I Product Description Contract Expiration Date In.HV: Outside HVH2 Resistant Pressure E-valuationRaportfrom PnodudMrdaLNumbalo,14ire Cot}�(�gyrdlonData 1, y.' ooWskleHyHz p Thatch &ah1p;impact ,. 1 20GaaGalvanized 'Steel Storm Nr*ls/HVH2 d Corrugate�dGatranlZed,riles]Storm Panels:retained 1213V2022 Yes Yes Yes NIA a Florida Registered 1 ;il s Deck-Por-a DA-d wTRl-Built Dad-tarot-4 l.wr Protde, Polypropykna Pl.shC, Roof Vent 12/102045 No Yee No +9?:51.57;d 17 - :BavonyS00 SMte Shake damp, split - 12I3 !20 0 Flat Profile �ocNlon.cA 1 2 No. Yes. NIA WA or not by tracks 4o provide hurricane protection. �l Architect or a Licensed paecnanicalry"tlacnea to PhN god f eak< 18 19 Sal NO Shake Aram :Spill: Shake- y p Shake, Kamp; Split Shake- FletPrdie-RWW, CA 12I M020 FlatPraler-SWokton,:GA iQ1312020 No N. Yes Yes. NIA NIA TWA N/A 2 24:Ga9e Galvanized Steel Storm PandslNHVh Z zed S eel Storm Panels retained 12/31/2032 Galvanized or No Yes Yes NIA /� Florida Professional 20 2r' :Sexony700- elliare Tajo$y So-Sheka 6lale & Split Shake , TaJas Espana (earcalma - Rlalt P Praia TX 12J312020 High Prella-Katy, TX 12131t2020 High No No Yes Yes NIA WA WA MIA - or not by trackaao provide hurricane protection not b tracks to V/ �e � (,Wry Engineer PL1Y62b9-R3t Pr4orlUCtS a8 mile , L-Praia - Katy. TX 12131=20 No Yes N/A WA glMA W, Moe g{}oroved for Use Aprx'oved for use: impact G4.Sl917 � � /�/�� Sea it Prod.0 1111 del, Nltnber ar Name_ Product Description ConO'act in;liratifon In HVHZ Date (hrtside HYN2. ,Be Pressure v 1 PolygiassRoof Undelkiyments Roaingunderlayments IX1/2022 No Yes NIA 4WJlil 1 Polyglass Roof Underlaymerds (HVHZ) Polyglass rod undenaym eats for use In FBC47123a023 Yes No NIA N/A one. HVHZJst i\ / 2 Polyglass Roof URderlayments(non-HVHZ) PolyglASsroof undenaYmeMs, for Use Ill i?l23r2D23 No roof FBC Yes N/A .WA7-422a O norr=HVHZlurlsdknons. NIA Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professlorml Regulation w#e I pt, Florida Department of Business & Professional Regulation page;1 al L_ 1 Polyglass Roof Underiayments(HVHZ) Polyglass roof undenaymentsfor use In FBC12123r2023 Yes No NIA Budding Codes and Standards 1125no22 Building Codas and Standar a, 1n=21 Building Codes and standards 117=1 HVHZIuredictions. 2 Polyglass Roof Undertayments (non-HVHZ) Polyglass roof undedayments, for use in 12J2312C23 No FBC non-H VHZ Jurisdk%ona Yes NIA +N1AI-622.5 Product AppTOVaI Application Detail Product Approval Application Detail Product Application Detail 1 Polyglass Roof Underhaymerts (IiVHZ) Potyglassroof underlaymerts for use In F5012123M623 Yes No NIA NIA - HVHZjurlsdipliwla O CD_ 2 Polyglass Roof Undedaynents(non-HVHZ) Polyglass roof underiayments, for use: in 12123?2e23 No FBC non•HUHZ jurisdictions. Yes NIA *IWAt'-421,5 Coda Entl{Y'Or ,Qpjj(, log. Data Pending 20 �9* .1rftor &.Odense varaaatl RASE. -Mal _'. DatePendlna Fite Aaorbvar PDX CCd. 'lp: E,a vit y� pgq -fig Offie pending 20 -F� 1 tsi Pol ssRoofUnd HVHZ (HVHZ) ! Poll roof Yes Sr N N A Type Version Manufacturer Contact Enafnaer B;.LlDanse:: Validated BV Vrlltlatnil Submitted FBOApproval: A'rov status 1m4.: wralun ¢}a(jgradurw S:m,�s=t Puxilnae as Stuart ceEvawatamsevDeLtc When. M. y�{g� d0/3112L120 f0k21302 a 1I D 9eargsgg 1m5 20 1 /20 SEggd'3 I't@R'. Mangractura i�gygy[ Ertglser&uoenSa: Validated By 'ohm Valle ^area §ygpglgg Fail Achill Aoo=Quad. ,meatus.: -20 U a emit Y41 yin n Yg.. C y HVHZjurisdictione. Revision 2020 All Shutters and Glass Category, Shutters Mike'Barbien Frank nardo.. P:E. Troy Bishop, E. 0 y R (581)71?-881i2• PE•0046549 (954)947.0880 10J281202b 10t151202D 11105/2020 12115l2D20 Approved P ReWston 2g2D Alpine Wfie Category: structure Campon.o[s. avn u ell a !'-�'17 710-3377 (407)681-'1917 siewl.as pinedw.cam rD5202 .Appiwv eel t. Aavis qn 2p20 Commercial :: c, vnvner IAI Concrete, Prgduq[sln 'Ca[<gglY: Sauarural Cg7'7pwnercs RMen INI emu A. Or04 beg J Hal O s Samuel Steenberg, (81 8)639.9707 PS-34243 (357):508-93T1 2/T60 12n 020 F 1 n zg si2. 122s20 dog aG Apex _- 2 Polyglass Roof Underlayments (non-HYNZ) Polyglass roof underlaymert�s, for use In 12J2342023 No Yes NIA .NIAI•G22,5 subcategoryStorm Panels mikeboallamericanshutte Subcategoryr...s False subcategory; Products Introduced as a Result of Pn,_tgdcr6y.hoo.00m FBC n.n-HVHZ jurisdictions. Compliance Med i- Eva](*lion Report from a M.odm Canpllanoe Method: Ev .whon. Report tom.. Product Evalueuco Entity Neu•Techndcyy Compliance Maihlad: Evolution Report from Florida Registered: Architect me Licensed Florida a Professional Engineer ... . _„r .. , -1$19i1. ` ' ' , .. ' < - %, ' i ' _ F orlde Reglsfined Ar> tilfectora Ucensed Florida Professional Engineer -�iPa raL_��It�idisL-: P uar4.., ,. ., --' ::::, .:. �, _ Quality Asscranea Approved for Ue, Aowcwdfe Use In ad D a , ' ;'::: 7%S°dim'-- -.. - . , .'. •... "" - L� Quality, Assurance Approval for llas Aooroved far Use 11BGBgi Design $gag Product Made, Number or Name Pratlrxf DeseNodon Contract Exo4aton Offie In FiVHi Outside tIYFH RealstaM fly, "s Sao# Product Model. Number or rim a Product Dascriotlon - Contract expiration Date to HVHZ Outside HYHZ Roshient Preasura 1 ITW SCGftlrro Higher Strangdt M&amp=5) Metal Connector Pule 12/11/2024 Yes Yes NJA NIA oualar Assrtrarrw Agnnpvad for Use Awrovadfor Usa mpg, i>� 0- 1 24go Ga vanlzed Steel Storm Panels 24go Galvanized Steel Storm Panels 12131t2022 -Yes Yes Yes NIA 2. ITW 8CGIA§ine Hinge pate Metal Connector Pile 12 lOO24 Yes Yes N/A NIA $£AP Product del. Number. or Name. Product ChawloNon Contrail ExiAratlon Dag in HVHZ OWaide HVHZ treatment fissure 3 ITW 130WAVind Tfulm Metal Connector Plate 12/3112024 Yes Yes NIA N1A I ousAty Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels Q52&2024 No Yes NIA NIA fie` 4' ITW BCGJAlons Waxy Metal Connector Plate IM112024 Yes Yes NIA N/A W I� ttJ U m = Q 0- Florida Departni i of Business & Professional Regulation page T hf; Florida Department of Busiraess & Professional Regulation Page 1 a1 Florida Department of Business '& Professional Regulation Page 1 al-2 9r28202 Building Codes and Standards lanyWri Building Codes and Standards al Building Codea and standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O L Castle show x .US 2ts Data pahm ino J� 920 Fdtlg3 2" Cast Date Pendim M &24 Pd1l 'lli�t. Q,tl£ �° )�°�PMhdlna ,Qgg ^ L. ew 1)- Version Manufacture � Erwlreer& License, Validated By Validated Submitted FBC Approval �ygt Slates jypg _ ril Manuralwar Cant Eialneer B Wcenee Validated t& Validated i ti PBOAgproval Approved a Ty Val Cenlaet EnaMeer&Lkense Vilidaledk Validated submitted FSC Aoeoval ,Ao- G C Rewslon 2020 Walk Mo, Enn Walden CC EvaJuatlon 9.A., LLC ]CC Evaluation Servka; 011M 1/2021 OSM 2021 0811=021 Appl--d Rovsla1 2020 Weyerhaeuser Calegery. Components Poo Baldwin 100 Evaluavon Service, LLC Ian Lehrer, P.E, 924-0470 - - (808) 539-3288 OZOM021 IDN3.r2p20 - 02Po312021 Approved Atirmanon 2020 Apron Aurnhum, Inc. Jose Suva Lure R. Lonto saw M. ll PE 509.200E PE-62514.-t71t1317-8454 11/t62020 W162020, I14=02o Approved Q Category: Shniol-1 Components (a52) 8E&8635 LLC.. Structure! Engineered I253) Raben.6aldw4n@wey.ma Category_ Panel Welts (407) z W Subcategory. Th-Piet" s-It$en0Mixom r2M 599.98H Subcategory: Lur See eusar,com Subcategory: SOROs .1allelamnumMcCyaho Compliance Method: EtlalUalrcn Report from a Product. Livulua.dn Entity Conpilanoe Memodr Evehi lar Report from :a Product WillUation En1kY Comphaa, Main Do: Evalual Report from a Flwlde RegW..dArchitect w a Licensed Florida tl z _. ., .. , f49'aY'atluds .,.. ... , .... ., ....: .. „ ,. , .: ... .., ,. .. ,. ..1. m �t '.x r' :' -Professional Engineer ,L1t21aT < .. .. $iMIINAssUrNlce Appl.vad far Use Aooravad iwUa9 Impact. ,., p3ea14n _- , :dla11N Assurance tiro ,: Aowovatl flu Use. Romfwatl fdn llse Impact pes�on =;Fint)r4a Pr'odegte . , .. , . >.'.. ., .. '-,.'�'"""""'^"':"'� '` '. :: , .. ;. .. ate..;• ., . s- ., ,,. ,. . ,.: . , ..•,:. _� ,.. `,,' , .:- _ ... ,. .:... .... -'r= ,^' ., ' „,. .- ,,. :. ., _.. .'� - :,,`' - , , • y: ^ ,., '; . �..1 Seas PrCdud Model. Number w Name Product Description: Contract Eknlrallon Date In HVHL outslYe lggN/AA()t Pressure yt4r. Product Modal. Number or, Name Product Descrlotlen Cailtrad ExcitationDffie 1n HVHZ. 'outsde HVHZ' t pressure Quality Assurance Aoorowdtnki :Anaro eel far 4 dBpagSt a 1 M18AHa 18 go. high strength buss conoadtor Wets 12r3T2022, Yea- Yes, Yes N/A NIA 1 M crotlem LVL. LerNn4t<tl VaneeC LuMbar O31312p25, No Yes N!A NIA 8rw #:' Product NadW.Nrunhw or Narm Product Daseriodon CtidradErolnatlom Date. in HYHS. bagite;j H $p,5tgfiN; Prosta pJggaH[9, 2 N1185HS 14 l super 121312022 p Yes Yes NIA 'WA 2 PartialPSL Parallel StrandLuhtigar 031312023' No Yes NIA N/A 1 :fthaANmnet 6dlp6smp VapzedAkiminumSoffdl Alpha,Aluminum9aid&lamp Vented Aluminum 07130r2023 No Yes No WA M7 a;g.; high contractorPlatt- 12131=22 Yes Yes NIA WA 3 11moe-Ske.nd LSL Laminated Strand Lumber QW312023: - No Yed NIA NIA GMU & Wpbd - - SdtlV Cinu sang; Wood SHEET NO. 4 4 MT78H5 18 gahiph slrengih truss aonnedor Witte 12/312022 Yes. Yes NIA WA 8 lag.; 4 TJ Rim Board Siragta sal Compo9lte:Lgmber or Oriented 03/312023i N. 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O U Rai m =:3 Q O L LU a N z z J d August 10, 2022I SHEET NO. PA 1.2 Cn t0 a U N O L C a,� • - Simpson Strong Tie 2020 FBC Approved Products For diced finks to all SIT approvals kstetd beret+: CLICK HERS Updated 12/301202t3 Simpson Strong Tie 2020 FBC Approved Products For dicer finks to SST Isletl below, CLICK HERE". u Updated 1$13012020 • � _ Simpson Strong -Tie FBC Approved Products For direct links to'ail SSTapprovals listed below,. CLICK HERE.. Updated 12fS u2o pd. ed 0l2, • _ Simpson Strong -Tie 2020 FBC Approved Products. For direct finks to all SST approvals fisted t,eidVO, CLICK HERCz E Updated 9 p _ /242 �♦ Q O W L ' all approvals -GantYNatIgeofAeca 'acidicbnelUformaDon '. C VFar additional lnfanreticnre9ard St witl®racN rovals�lemend Mamisde County ctAPpApt4va1SNeto _ .Florida's....- . .. .. of Acceptance (NOA) RE .CLICK. FareddRbnal re9ard(n Flaides Stslawlde ProductAAProvers System and ti rDa .._.information....... . Acceptance tNON,.0 CK HERE. . For n-ade gF aItla tel wWa Product mantl MI county ... ... Notice AccaptancaFO ),:CLlC IEft .. .,. t.woal IMarmatlbn"re9aIdto9 Flaid s tatecolda ProkictAPpYovfSytem lirtd Mami Dad Fofatld C9un ... _..... ..... _. .Nat ce�ofAccep[anee(FOU.CL KHERE .. . •� ty ?CC FL#2355-R7 FL#10446-RS FL#10456-R5 I HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3 ", 9116" and heights rang ing from 4.5116" to 11 Concealed flange U Sea # Product Model. Number or Name Product Description Sec # Product Model, Number Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equal to or O O 1 Titan Stainless Steel Ccngrete & Mason Screw Masonry (TTN-SS) 1/4"diameterTiten stainless masonry screw 1 A21 A23, A33: A34 A35; A44 Angles 1 BT, BTB, 8TH Brick Ties greater than 3-9116". L L 0 2 APA21, APA4, APA6 APVA21 APVA4 APVA6 Outdoor Accents Angles 2 CMST12; CMST14, CMSTC16 Coiled Straps 12 IUS series hangers Face -mount hangers available in vidths ranging from 1-7/8" to 3• 0 Q 3 APB44 APB44R APVB66, APBWR, APB88, APB88R, APS1010 APB101 OR, APV544, Outdoor Accents Post Bases 3 CS14, CS16, CSIS, C520, CS22 Coiled Straps 5/8" and heights ranging from 9-1/4'to 16'. Q U _ FL#9589-RS APV844R, APV666 APVB86R APV688, APV688R, APV61010, APV8109 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SOS Fare -mount hangers (a O a 4 APDJT2-4, APDJT2R-4; APDJT2.5, APDJT2R-6, APVDJT2-4, APVDJT2R 4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers (0 -0 O Sao # Product Model. Number or Name Pro ription duct Desc APVOJT2R-6 6 DSP, SSP; TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers 0 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH48, APHH45R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A. H3 H6, H7Z, H16, HISS, H16.2, H16-28 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widthis ranging from i-9116"ta 4 L L CL 2 SD9112 SD9212i SD10112, SDI 0212 $gong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6 APVL4, APVLB, APVT4, APVT8 Outdoor Accents L and T Searn-to-ColumnTies 8 HGT-2, HGT-3, HGT-4 Heavy Gifder7iedown 5f8" and heights ranging from 3" to 10-15116% (n O CD3 SD9112SS SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents Light Hangers 9 HS24 HurrlcaneTie 17 MGU8.63-SDS, MGU5.25-SOS; MGU5.50-SDS, MGU5,62-SDS, MGV7.00-SDS Face -mount hangers ICU � +_ Q SD F22434, SDCF22512, SDCF22614, SDGF227005DCF22858, SDCF221014,. Strd1 Drive $DCP Tint Screw g 8 B VLZ Bno Veneer Lodger Connector l4 g 10 HSS2 SD51;5 HSS2 2.SD63 HSS2 3 SDS3: HSS4 SDS3 Heavy Stud Shoe Y 18 MIU series hangers 9 Face -mount hangers available in widths ranging from 1 9M 6 to a 0 g 9 I- v $DCF221134, SDCF221334 SDCF271958, 6DCF272358 9. CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3. HST5, HST6 Straight Straps 1M" and heights ranging from 6 15M6"to 19,1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700 SDCP22658 SDGP22912, Strong -Drive SOCPTimber-CPScrew 10 CJT3Z, CJT44 CJT5Z, CJT6Z Concealed Joist Ties 12 HT816, HTS20, HTS24; HTS28„ HTS30, HTS30C Heavy Twist Strap 19 MU826 MUS28 Face -mount hangers SDCP221100,SDCP221134,SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQISKTZ,HTSQ20KTZ Heavy TuwatStrap 20 SUR_SULSURC.SULC-series hangers Skewed face-mousthangers, available inwfdthsranging froml- 6 SDHR2T400, SDHR27614, SOHR31400 SDHR31614 Strong -Drive SOHR Combo -Head Screw 12 DS Dry Wall Strop 14 LFTA Light Floor Tie Anchor 9118" to 33116" and heights ranging from 3-1116" to 13.34'. 7 80625112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412; Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FOS Framing Clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 :Straight Straps. Concealed flange Version (SURG, SULG) available for all double SDS25500,SDS25600,SOS25800 14 FWANZ FoundationWail Angles 16 LSTI49,LST173 Straight Straps 2X and 4X models, onlyacute flange Is concealed. 8 SDE25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS; SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widthsrangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H?A, H2.6T, H8, H10A•2, H10S, H14, HOA10 Hurricane Ties 18 LTS12, LT516, LTS18, LTS20 Light TwstStpp Wand heights ranging from 2.518" to 11.114". 17 18 HCJTZ HH4, HH6 Heavy Concea led Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tieclown Straight Straps FL1n0W7-R8 19 KBS1Z Knee -Brace Stabil¢er 21 MSTA9, MSTA12, MSTA15 MSTA18, MSTA21, MSTA24,: MSTA30; MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Number or Name Product Desodpgan 21 LCE4 Post Cap 23 MSTC4863, MSTC66B3. Pre -Bent Straps Sea # Product Model- Num bar Name Product Descrlotian 1 ATR318, ATR112, ATR5/8 ATR314 Threaded Rods 22 LS30, LS60, LS70, LS90 SkewableAnglps 24 MSTI26, MST136, MST148, MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in wMdths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATU09-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12 MTS18,, MTS18, MTS20, MTS240, MTS30, MTS3DC Medium Twestrap 1/8" and heights ranging from 7.116 c, W'. 3 BP318-2 BP12 BP1f23. :5f P / , BP &2, B .,l8.3, BP314, BP3143, BPRTUD3 4 Bearing Plates 24 LSS;126LZ, LSSJ26RZ, LSSJ28LZ; LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field. Ad)ustable Jack Hanger 26 - _ - NCA2x1012, NCA2x12.12, NCA2x8 1t, NCA2x10 16, NCA2x1216 Bridging 2 e DGBF serfeshang t$ v - _ Top flange hangers available ranging from 3 a18 to 7 4 CNW318, CNW112, CNW518, CNW3/4, CNW5M-112,.CNVV3/4-5/8 Coupler Nuts 25 LSSR1 81, LSSR2.1 LSSR237 LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW812 RCWB14 Wall Bracing 118" and heights ranging from 9-14'lo'24". 5 CTUD55, CTUD65, CTUD66 CTUD75, CTU076, CTUD77, CTUD87 CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSI$ RP522, RP528 Repair Plate Strap 3 DGF series hangers Top flange harigeirs available'ln'widths ranging from 1-1/2'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z ML28Z. ML21 OZ Angles 29 RSP4 Stud to Plate Connector 5/8"and heights ranging from 7AI4"40 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Root Tie -Down 30 $P1, SP2, SP4, SP6, SP8 SW Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4'to 3- 7 RTUD3,RTUD3B,RTUD4,RTUD4B:RTUD5;RTUD5,RTUD7,RTUDS RatchetingTake-Up:Device 29 MMHC Hinged Root Connector 31 SPH4,SPH6,SPH8 Heavy Stud Plate Tie. 5/8" and heights ranging from 9-114"tc24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2$ 2, MMLU28, MMLU28.2; MMLU210, MMLU1211, MMWI39, MMLU1311 Face -Mount Hangers 32 SSi 5, SS2,5,SS3, SS4,5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in wdtlia ranging from 5.114" to'8• 9 TUW38 Take -Up Washer 31 RBC, RBCP- Roof Boundary Clips 33 ST9, ST12, ST16. ST22,-ST292, ST2122, ST2115. ST2215, ST8215, ST6224, ST6236 Straight Straps 7/8" and: heights ranging from 11" to 32-112'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, TB27, T830, TB38, TB42, TB48. TB54, TB56: T860 Tension Bridging 6 EGO series hangers Top flange hangars avaitable'in widths ranging from 3-518"to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 37'. 12 URS5 518" Uplift Rod RunTiedown System 34 STC. STCT, OTC. HTC4 Truss"Ciips 36 VGT, VGTR„VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-719' 13 URS6 314" UpIfft Rod Run T edown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WBiDOC, WB126, W61260, WB143C Wall Bracing and heights ranging from 8-1/2" to 28" 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-14' to 7- 1/8" and heights ranging from 11"to:32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/1 G" to 7- FL#t0447•R5 112"'and heights ranging from 8" to 3Q sea # Product Model. Number or Name Product D6sorlation $ec ff Product Model- Number or Name Product Descnnticn 10 HGLS series hangers Saddle hangers available in widths ranging from 5-`I74" to 8.719' 1 DM Hold-down Serf 4 Produat Model. Num barer Name Product Description 1 CBH2.37x5 5 C811237x7.63, 08H2.37xg:75 Concealed hangers and heights ranging from 10-1f2"'to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 OU DHU, PHUTF series hangers Face -mount (DU, OHL)and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers availablein widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHOO14 Hold-down 2 DS=R-SDS3, DS02L-SDS3, DS05RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from I-911E"'to 3.9116' and heights 718" and Heigtds rangirig from 7-1 /2" to32". 4 HDU2,HDU4,HDU5,HDU8,HOU1I,HOU14 Hold-down 3 GBC Gable Brace Connector ranging from 8-118"to23.15116", 12 HGLTV:series hangers Tap flange hangers available inwidthsranging from 3-114"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS1 HGU525-SD6 HGU5.50-SDS, HGU5.62•SDS, HGU7.MSDS, HG.U7.2& Face-mourit hangers 118" and heights ranging from 14" to 39". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2.2, HHRC42; HHRC42=2; HHRC411.81, HHRC44, HHRC5.25/3t25, HHRC5:37t3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers, Top flange hangers available in widths ranging from 2-5/16"to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from I &' to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor fi HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5 5116" to 12.718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap-s" purlin anchor 7 LRU26, LRU28, LRU219: LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5:62-$DS,HHGU7A0-SDS, HHGU7.25SDS, Face -mount hangers 3-911Wand heights ranging from 5-3/8"to 13-10, 10 PA118, PA123: PA128. PA135 Strap -style; purlin anchor 8 LSU26,: LSSU28; LSSU210 Light SlopeablefSkewable U Hanger HHGU9.DO-SDS 15 HUTF. HUCTF series hangers Top flange hangers available inwdths ranging from 1-9t16"10 5- 11 STHD10, STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHU8550110, Face -mount hangers 1/2" and heights ranging from3-7/16•'to 15". Concealed flange 12 STHDI4. STHDI 4RJ Slrap-style hold-down 10 TC24 TC26: TC28 Truss Clip HHUS725/10 version (HUCTF) available_fdr all models having width equal to or 11 THAN, THA213, THA218; THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/10" F THAC422 THA426_ THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314' to 15-314". 16 HWP series hangers Top flange hangers available In widths ranging from 1-9/1 &'to 7- "'^-•-• 12 THAI1 81/22, THAl2.06722, THA121122, THA1222, THAI322, THAI3522,, THA1422 Adjustable Truss Hanger Sized for Wosts Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging froth:,-318" tc2W. N 13 THAC422 THAR422 Skewed Truss Hanger double :2X and 4?Cmodels, and acute flange Is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA2% LTHMA Multiple Truss Hangers 6 HTU28 HTU28. HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 112' and heights ranging from 5.318" to 32": cc 15 THJM2-4-SDS3, THJM2 5-SDS3, THJU26, THJU26:W Multiple Truss Hangers 9 HU HUC series hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 18 iTS series hangers Top flange hangers available in widths ranging from 1-9116"to 3- N s o 16 TSBR2-24 Truss Spacer -Restraint 112' and heights ranging from'2-PW to 19.114"- Concealed flange 518" and heights ranging from 9-I1$' to 16". 17 VPA2, VPA25, VPA3 VPA95, VPA4 Variable Pitch Connectors version (HUG) available for all modes having width equal to or 19 JB series hangers Top flange hangers available n width of 1-gM6" and heights a re e s N I$ VTCR Valley Truss Clip greater than 2-9l16"'. ranging from 5.318"to7-IJ4". c ro� 10 HUCQ1.8119SDS HUG01:81/11-SDS, HUCO210-2SDS, HUCQ210r3-SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9/16" and heights SDS, HUCQ410 SDS, HUCQ412SDS, HUGQ5.25/9-SDS, HUCQ5.25/11-SDS, HUCQ61Q- ranging from 9-3/16" to 13-118". H a o SDS, HUCQ612-SDS e N as c ccu iz 3 to '- ca ss. err c � µ - Simpson Strong -Tits 2020 FBC Approved Products updated 12IM020 FMMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 FT"Me", Simpson Strong -Tie 2020 FBC Approved Products Updated lZ30/2020 For direct Inks to ell SST approvals fisted below, CLICK HERE For direct Inks to all $$T.approvals fisted below, CLICK HERE. For direct Inksto all SST Approvals listed belovr, CLICK HERE.. For direct finks to: all SaT approvals listed below,. CLICK HERE. For additional information regarding F1 ile s Statewide Product e (NOA},CUCK . Far addaional information regarding Flaidas Statewide Product System and MarrOada County Notice of Acceptance (NOA), CUCK HERE. For additional pal information regarding lrnasSt Statewide Product ApprovaISyst System art -Dade For ddawnaI information regarding Flanda s 5talewrde Product Approval System County of Acceptance NOA)� SIKHEE , 21 LB series hangers Top flange hangers available in Wdth of 1.9116" and Heights FL#11469;R6 18 SIWVI 58, S1LBV1,81, SlLBV2.0e, 51LBV2 37, S1LBW2 56, S1LBV2,68, S1LSV312, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5.3/8"to 15-10'.. SILBV356, S/LBV3.62, S LBY4 06,:51LBV4.12, S/L13V4 28; S1LBV4.75; 51L3V5.5Q 6. Strong-Bolt2.(STB2, STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116' and heights §-Q9:i'E ProduZ Model. Number or Name Product Description 19 siLTT20, EIDTT2Z, s1HTr14i HTT4, HTf5 Holdowns steel and Types 304 and 316 stainless steel ranging from g-3116" in 13 118": 1 HHUS210-3, HHUS210-4 Joist Hanger 20 91MST601 SIMST72 Straps 118 mil (IO'ga) 7 Titen HD (THD=H, THD-HMG, THD.H4S8, THD-H6SS, THD-CS,THD-CSBSS) Titan HE) HeavyDuty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEW series hangers Top flange hangers available In Widths ranging from 3-114" to 6- 2 HRSe HRS$,.HRS12' Strap Tien 21 SP4, SPG Stud Plate Tier. available with hex head in carbon steel and Types 304 and 316 7/8' and heights ranging from 9" to 33-112" , 3 HUCQ210-2-SDS, HUCQ210.3-SDS, HUCQ310-SDS Joist Hanger 22 SSP OSP, TSP" Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2,THGBH3, THGSH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1 tZ% 5 THG02-SD53, THG43-^SDS4:5, THGQH2-SDS3, THGOI-18-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HO Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/le" to 5- 6 THGW3-3, THGW3-4, THGW4.3.THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod -Hanger (fHOB25158RH, THD637158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete If3" and heights ranging from 9-1/4" to 24". THD50234RH, THD1C212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318"to7-118". FL#11473-RS FL*3904-115 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1.9/16" to 7- sea # Product Model. Number or Name Product Description Sec # Product Model. Num bar or Name Product Description FL#16230-R8 118" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM$..52-SDSHDG, GCQM4:62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR; FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG 66TQM550-SDSG, CCCQM162-SDSG, CGCC lM462-SDSG, Sec if Product Model. Number or Name Product Description 3 H16, HIES, H15-2, H16-2S Hurricane Tie CCCQMG 50=SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry PL#109fi 4 HETA12, HETA16, HETA20 HEfA24, HE-FA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry E 5 HETALI2 HETALI6 HETAL20 Embedded Truss Anchor ECC1LLQM04 6X5-KT, ECCLUC MO5,60G-KT; ECCLRQMD3:626 KT, ECCLRG7MD4:620- 3 SET-XP SET-XP High Strength Epoxy Adhesive for masonry Sea# Product Model. Number orName ProductDescrrptian 6 HGAM10 HMg Masonry retrofit connectors KST,ECCLRQMD550G•KT 4 Strong-Bolt.2(STB2) Strong -Bolt 2Wedge Anchor for masonry -�# I 2 ABA44ABA44R,ABA48,RBA46RA13AOG:ABA66R r r ABU44, ABU44R, ABU46 ABU4$R, ABUS-,,, ABUS 6, ABU65, ABU6@, ABU66R, RBU88, Adjustable Post Base Adiustabla Post Base 7 8 HHETA16,HHETA20HHETA24,HHETA40 5 .,.... LGT2, LGT3 SD52:a, LGT4SDS3 Heavy Embedded Truss Anchor Girder Tiedovvn 3 4 HGUM525,HGUM550;HGUM7.O0,HGUM725,HGUMROO 2 U 3 LG 28 L LGUM26 , LfiiUM26.3 LG M26 4, LGUM282. LGUM28 UM 4, GUM210 2, Heavy Masonry Hangers s Beam Hangers Masonry ea . 5 fi Titan 2(TTN2) Q 45S" SS D CS S Trten HD (iH H ,,THD-H6 , TH 6S) Titen 2 Screw Anchor for Concrete v Tften HD Heavy -Duty y Duty Screw Anchor for concrete available In 304 CD ABUSSR, ABU101O, ABU1010R ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3; LGUM210-4, LGUiM46; LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with- 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ASW7.7 AC4, AC4R, ACE4, ACS, ACBR, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16 META18, META20, MEfA24, META40 MSTAM24, MSTAM38; MSTCM40, MSTOM60 Embedded Truss Anchor Strap Tie for Masonry 5- MSHA312tg.25, MBHA3.12111.25, MBHA3 56/725, MBHA3,5619.25, MBHA3.56111.25, MBHA3 56/11.88, MBHA3 56114, M13HA3.56116, MBHA3.5&M S MBHA5 5O17.25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry z V 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-214, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.50IR25 MSHA5.50111.25, MBHA5.5(U11.88; MBHA5 5D/14, M8HA5-50118, 6 CB44, CB46 CB48, CBM6, C668 Embedded Column Base MBHA5-50118 co 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, C5SQ86-SDS2, CBS08&SDS2 Embedded Column Base 6 MBHU3 56/9.25, MSHU3,56111,25, MBHU3,56/111 88, MBHU3.56114, MSHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.14'to 9-1/2" and FL#1149&RS MBHU3.56/18, MBHU5.501925 MSHL15.M11.26, MBHU5.50111.88, MBHU5Sa114, W2 ranging from 3-5/8 to 7-112" MBHU5.50H6, MBHU5.50116 Sea # Product No". Number or Name Produot Description � O 9 CCQ-SDS2.5; ECCQSOS2.5 Series Screwed column caps with WI ranging from 3.114" to 9-I12" and Sea # Product Model, Number or Name Product Description 1 X34B101'6-5K, X1S1D16; X1 B1016.4K, XQ1 $1016, XQ113101 &4K #10-18 Strong -Drive XMetal Self Drilling, Tapping Screws with #3 � W2 ranging from 3-518' to 7.1/2" 1 OTT1Z DeoltTension Tie Drill Point 10 CPT44Z, CPT66Z CPT88Z Concealed Post Tie Base 2 HD12 HD19 Bolted Holdowns FL#13975-RS 2 XL0114TI224, XLQI 14BI224-2K #12-24 Strong -Drive XL Large>Head Metal Self -Drilling, Tapping ^ Y/,i 11 12 EPB44A, EPB44, EPB46, EPBe6 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD38, HD5B; HD7B: HD4B HTT4 HITS, HTT5-314 Bolted Holdowns Tension Ties Sep:# Product Model. Number or Name Product Desoaptloh 3 XMQ114SI224, XMQ114B1224-2K Screws with lib Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium Head Metal Self -Drilling, O 13 13 LC844, LCB66 Embedded Column Base 5 LTT19, LTT20B; LTTi31 Light Tension Ties f SDW22300, $DW223.38 SOW22438, SDW22458SDW22500, SDW22QOO SDW22638: Strong-DfiveSDW EWP-PLY and TRUSS -PLY 5orews Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap 815W226SA Strong-DriveSOWC 4 XQ114SI224 XQ7/4B1i224-Z5K. X114S1224, XQ1I2SI224, XQ112B1224-2K *12-24 Strong -Drive XMatel Self Orilling, Tapping Screws with #6 Drill Point U 15 MP1344Z,MPB68Z MP888Z Moment Post Base 2 SDWC15450,SDWC158D0 TRUSS Screw 18 PB44, PB44R, PB46, PM. PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400D8, SDWH196OODB, SDWHIWOODB_ SDWH191000DS Strong -Drive SDWH TIMBER-HEXScrew S XU$4S1018, XU34B1016 5K #10-16 Strong -Drive XU Metal Self-' Drilling, Tapping Sorews'with 17 PBS44A, PBS46_ PESA5 Embedded Post Base 4 SDWH274MG SOWH2750OG, 90WH27800G, SDWH271000G, SOWH27120OG Soong -Drive SOWN TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model, Number or Name Product Desch tp ran 5 SDWS16212, SDWS16390, SDW616312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-1a. PC46-18, PC48-16, PC64-16, PC6&1(3, EP044-16. EPC46-15, EPC48-15,. Post Cap 1 SB518x24, SB718x24, SH1x30 SB Anchor Bolts 6 SDWS19800,SDWS197IZ SDLVS224DO,SDWS225W,,SDWS22512,-SDWS22600, Strong -Drive SDWSTIMBERScrew(Interior Grade) O EPC64-16, EPC88-16 2 SSTB16, SST620, SSTB24. SST828, SSTB34, SSTB36; SSTBi 6L SSTB20L, SST824L, SSTB Anchor Botts SDWS22800, SDWS226Q0, SDM221000, SDWS221100, SDW5.231200 SDWS221500 F03$320-RO L. 20 PC4Z;. PC4R7, P05Z-, PCSRZ, PC8Z, PCSRZ, EPC4Z, EPC4RZ, EPC6Z, EP06RZ: EPCSZ, Post Cap SSTB28L 7 SDWS223000B SDW522400DB_ SlDWS22500DB_ SDWS QdGODB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (aterior Grade) EPGSRZ SDWS22100DDB Ssia.# Product Model. Number or Name Product Description 21 PPB44-4Z,PPB44-6Z Post Base 8 SDWS223121JBB,SD.WS22512060 Outdoor Accents Structural Wood Screw 1 DSSCB43-5;.DSSC1348,DSS0848,DSHS Bypass Framing Drift Strut Connector /1I♦ 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS SDWS274005S, SDWS2750OSS SDWS276008S, SDWS2780OSS, Strong -Drive SOWS T IMBERSSScrew 2 FCB43.5, FC645,5, FCB47.5, FCB49.5, FCB411 S Bypass Framing Feted -Clip Connector V'^/ SOWS271000SS, SDWS271200SS 3- FPHSD34S1C18, FPHSD34B1016, FPHSD346i016-5K; FPHSD34S1214, #10.16 and #12-14 Strcng-Dhve FPHSD Framing-to-CFS:Seff- v, Slaq # Product Model, Number or Name Product Descrhrtion 1D SDWV13400 Strong -Dime sDWVSOLE TD-RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screwscz � FL#10666-R5 1 CMST12 CMST14• CMSTCI6 CS14, CS16, CS18, CS20,C$22 Coiled Straps 19 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC&25, SFC2 25, $FC$25„ SFC6,25 Steel Framing Connector V M 2 HRS6. HRS8;: HRS12 FHA6 FHA9:, FHAl2, FHA18. FHA24, FHA30, MST128, MSTI36:, Straps97 mil (12,ga) 6. LSSC4 25, LSSC6 25 SSC2 25 SS04 25. SSC6.25 MESC225 MSSC4 25 MSEC6.25, Steel Stud Connectors W Sea # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MST148, METi60, MST172, S1MST27 S/MST37 SIMST48 HTS16, HTS20,. HTS24, HTS213HTS30, HTS30C Heavy Twist Straps FL#15363.R3 : 6 MSSC4.25KW, MSSO825KW RCKW3, RCYCW5.5, RCKW7 5 RCKW3S RCKW5.5S Rigid Knee Wall Contractor 2 FRFP Flat Retrofit Foundation Plate 4 LSTA$0 LSTA38, LST149; LST17.3, M$TA9, M$TA12, MSTA15, MSTAiS; MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, SCB45Z, 80647 5, SC849.5, SCB411 5, MSC845 5, MSCS47,5 Bypass Framing Slide -Clip Connector ^ 3 - _ - - GH46 6, GH46 8, GH48-6, GH48 8, GH41Q 6, GH410 $, GH6fi 6, GH66.8, GH68 6, GH68 Girder Hanger 5 LSTA9 LSTA'i2, LSTR15, LSTA18, LSTA31, LSTA24, ST292, ST2122. ST2115. ST2215 Straps mil (20 gay sea # Product Model. Product Description 8 - . - SC5325t97SCS625K37 C5 251118 SCSS 5/118 , S 6 2 Bypass in :Cones r ypa Framing gtr0 1•.L 8, GH610-6, GH610-8 6 LSUBH3:26, SUSH3 25, MSUBH3.25 Bridging Connector 1 AS I6, AS 18S5 AS 18S6 18 ga.. Truss Plates 9 SCVV3 2G SCW5-5 Head -of -Wail Slide -Clip Connector 4 GLBSA, GLB5B; GLB5C,'GLBaD, GL67A, GL878, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC825, SJC1O.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors L 5 GLST512, GBLT612, OLST516L GBLT616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12 LTS16, LTS18, LTS20 Light Twist Straps 3" AS-20 20 ga. Truss Plate 11 SSS3-518 Bypass Framing Slide -Clip 'atrutConnector CU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Gluham Bearing Plate 9 MSTA30, MSTA36 ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, M'STC40,: MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7$81414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 1 O MSTC66 MSTC78, ST6236 Steps 68 mil (14 go) Screws LLI 8 UFPi0SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQtS1018, XQi B1CI&4K, XQIS1214, X0161214-3.5K, X07881224, X07861224-3K, 410-16. #12-14; and 412,24 $frong-Drive X Metal Self -Drilling, M 9 URFP Universal Retrofit Foundation Plate 12 SIB1 56, 5161.81, SB2.O6, S52.37, $182.56,"S1B2 68, SIB3.12 S1133Z61S1B3,62, VB4.06; Top Flange -Jost Hangers FL#i5730-R4 XQ114S1224, X011491:224-2.5K, XQ112SI224, XQ11261224-2K, X346101B;5K X1$1016, X181016-4K, XI S1214, XI 61214.3.5 K Tapping Screws Q 13 SB412, W134.28, SJB4.75, S165.50 S/BA2,120, SMA2,12110, SiBA2.12r12; SIBA2.12/14, S1BA4.18/8; S/BA4.18/10, Top Flange Joist Hangers Product Model, Numberor Name Product Desodgtfan Z $/BA418112, SrBA418/14 f ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP GDPM30, GDPM-75, GDPM-100, GDPS GW 50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, S/HD10S S1HD10B, S1HD15S, S/HQ15B Holdowns $ PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP=IV PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SIHDU4, S1HDU6, S1HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 -J 17 SIJCT, SIHJCT Joist Hangers 4 SET 3G Adhesive Anchor for concrete SHEET NO. August 10, 2022 PA 1.3 IME I iirl I I J 1'1 I1 1 TTT�ii 1 i ri;, .idi:T .o,,:..1 1111 .. I II h.It - I __ 7 _ � Ti r rn ttf - PGT Indasb*s, Inc. 1070 TechnaloV Drive North Vet . EE 3427 5.. COO: 1his'NOAisIxingissued.1-. Dade #nil Qf AW (m a s:*1 dean.. 11*County). reserve the ri t : have th ' ` f t� ie l If of fails.�ra'` � Ilse product oracee�a eat fes�afsYpt� the �srtbu� a a�€ s ,. die �4�33' .. asr�m "end the a cif -soh product o wAterial- #fir di�ctir�`. RER reserves the tight to revoloe this tanee,•n i 1R=ad€tveconoil€efts #a meet the ruts of*. a applicable bbtz}lding-code . ThisproOmaisapprmedasdmtFAedbiminan4Wbemdmipiedto cmplp wik theflotida Bulb Code, sx�dintfie Mift Vek�c4B MOVAL TIC r °T: Dra g Bo, 1 tsrough 2l of2fpreparedbyinataibetaw.,, did ldiM_" 5.a '&t €ed, ono2jolql, s" by k Lynn Acceptwenumber andexpiration date by the 34a=-Da& Cmanty Piodbo Control. e NTftRMET1MrT ACT RATLKG-.L See f.arge mod: ll]l s It tat t L�at�us: tat, I sl et 3) and table 2 (sheet:#) fbrqV"1eqG0: reinforcements types_. g9aas%^g�+$v rises.s� �bl�B-1 :cl� ��;sbe�s it-1 �roa#.s regrets sa l l l:`�_ labeled per lefaeuced NOA's:requi� s_ 3_ ass opembledommust camplywith min cl €srlt ght perFBC requivinent, as apphcable. 4. locket galls under pate: is be reviewedlayBuildiog official L..ASEixiG.Each Vie.a tlabklwiththe rex*suanseor city, s tea dsew foUGwi*gstiat , i , _. o'County Nodwt Cox*&AppDveW1.''noteEl"slicm'tR'L RENEWAL,of this NOA b e d ate°. a. applimban has 'F en filed and liliese hwbeemno ttbjjW in jalt codeiegati�xelfa- `f'£!prodixt T1vRNiLN,,: '1 oNof " mAw l ". i �. , t- eiC�treapt�+�i ff tle has.b a;re%, ffi t1e seiials,use, ar oftliepltr aftfusNtats s ft r 5aleg. a car �a" gu e a NOA-f a ietG couplywith seetzonofI�dD�i��e-ci+�•r -.. r��f'i; The ►G-red fovea she expiratm:+dafe be di yedi advetbsmg MmUste.... , Ifanyporbon. of"the,-NOAig .. 11Sexkit,slsetlbe done in .rety di*fttcn and Z-;� 0c r.-o as Wee = appro .fate.ammoned ate_ Be docmumUtion was reviewed by lawq E ChOU4a, 1" Y, MAWIFix � �'rr L. E-27oE-3,:E4, ExpiFaij8p.Da#et April 14, 2026 War P_GT Tadus!!^ M i ° NOUCE OF ACCEPTANCE:EVWT C BIR TTED 2; EN tce-SubIItitted under pre s ADil4. T Drawing Ncr, MD-�';70.0'RerB., title -"Vinyl . GLIm Door NOA W',its 1 l 421, "areal by ,: €t =, dated Y 5 5 and lad revise&on 04MIAG s*ed atid sealed by A- Lynn MAWRE B. TESTS 1. Test his € w 1 infflwfun Ted, per FBC, TAS 202-94 2) Utdo m StaticAkftwam Pest, L per_FBCgTAS 202-94 3) Water Rrsistmce Test, per FBC, TAS 20 94 4) IaW Nfiss,de .1.mpaCt Pest per FBC, TAS 201-94 Wind Piesswe I. ipgper EBC TAS 2 3' dong earth , ip dial €off 1i 1' 1 Ittc representative =&shoedbelow and tamedto►Taffy Dom 791 aadDowsil 093 silicones, pqmed by FenesUatm Ted Labor4tmy, Inc., Test Repeats No YT1,77897,PQTPW552€t PVC Fixed (pok fr in p ►s , dated 09103114 l?'TL-204107. , PGT SGD780 AhunitRua SUding Glass1]c (unit- -20- 2107.2, T CA7 Ah3m. Viriw (mot g 1 FrL-20- . 2107.3,1 T 1 W7620A Ahmfmm Fhwd W ow (unit 9 in Yi'L-1-10-2167.4, FGT Pw762oA Abmim. = Ac vrmdow oinit lQ in prpposaD did ommM, an igned and ldalmis Ctftegaz RE- C. CALCULATIONS FAlm .' 920)� d#10 + /2 '2a* a scaled. by 2_ ritli T E1.3 , 40, - 2. and -16. D. QuAunT .SSRANCE Miavii-Dadc.D ofRegubtoy and Economic Resou E. MATERUL CERTMCATIONS 1:_ Notice ofAccVtance No. 1 t +.02 howd toKuraray America, Inc. forth r "Trosif,919 Uftracleary Clean and. Color VB Glass Intttr kyer4. 07=2_ 2, Notes of Aceept=eNo.,1%O.62 issued to>E umrayA ` a �r; fort> r 3_ N of- Accepta a No, 18-110&10 istmi to V ons L ied t dicer 'lk-awn Coate (Painted or �. .� , r Extrushms for -Windows and Deorsr_ - an C f124: T. Notice of No. 19-11106.1 1 issued to Vi4on ExhusiowEar ed: f-bir their se 1000 Tan 202 and ]Meer shades (Ton-'t ) Rigid +lee r F''tYt;+'. Exterior ExtrusionExtrusion& fdrWmdavrs and Dom, xp t on 12M2 t21. 1pwri t Control Uv t sow EXWS llaUt it l fit, 2026 ptoVelI1a aUaTth1:0161 E�4 i 6 TmhmtL k-s btr. Or ■�UX ■//''yy`F C -yyF sy� yy{ ryqU MENCE HMFrrFM- 3. New E vidinck Submitted A. DR . ", 1. 'Dmwin&-1qo_, AM-5570.0Rev B, tit1e&`ViqylSlidi .Glass.Door DA'4W., sherts1 .. 21,411., v .icy ' ..:itch , dated 10)Mq5 ad last-rrvised onOIOV21s agned and sealed by A- Lym Miller, kE Note- This~Miser its uplacemeat of same existion squew wft.flat bead- B. TEST 1. Nam':;, 1. NOM o Y,f ,.4 Yia �Um E. MATERIAL CERTMCATIONS; 1_ its afAe tawe No- 19430542 ism t&KvraraV A rka4 fair. f4tlacit "TrosdbW E?l nK*%r,Ckiw, and lColor M Glass Inuftayere, eViog a 2. 1` c�� of Aomptance No.17-0840 ism toKuraraF mei*at, kc. fortheir F0TUdWtrie,%,1.#,Y...�� y p{q 1 1 onct L Notice ofAcc No_ 1 i2g°14 ismedto V E t u L•imt for their -Whke Rigid Pwv"C Exterior Extrusions: for Windows -and f' dated 0&4345, Notice ofA eptoweNa.160'20,issued-to ViF Limited fortheir ` %-E ft tan 202 a,at " h Andes, (NoA_U' e) R 1"-VC Exta iar E_%u .Juns Farr + � and Doot^s ; dated1 ,: 1 1 1_ " No&eofAccqnawe.No,154529.15i%uedtOViExtnmionL7nnitedfortbeir aimed orL ,ed) WW 1 d o Extrusions for W°` and Doors", dated 0 3115; expiring €rat 0913ifi p_ = Notice ofAt ptan I+1mi"M.02 iced to ENERGIF ` Svlttions tTSA, Inc- for their -TAN3040 and IA&er Shades (Non- PVC Exterim Ext erns. far ' T dow:s. and D -.dated 09115116. 4m 0 1W2 1- 5. Notice ofAcceptaace I+ o.16 1712.0# ism to ENER I ]' USA, Inc, f4 their "Bronze and-L ter do of tCalr C saw Rigid1r'fr•'C Extiexiar Uumsions for'ii4uKloars: and Doors' dated W/1511.61 on 11&M- �afApit�sace,l'$c�_#i-�i'2��3 .; to1�i1'• Ine, fo t1 "White Rig l V, ` p Eatradon s for Windowsrand Tears"dated Test . ems)• 10-00Z-70(A)b 1. O527, 535753-0, pmASIVE44, ASTND1919 and ASMVM-635, issued by EXOVA to Vision } for ceffilosic MAtCrial_ (Submiged underAUA ro 11_0107 ) 8_ Notice ofAccgbnce No. i=xd toffy A=rk-a.,1nc_ fbTtheir '-sea n.-C as (Clear and % > � r", on 07 t118- p: Nyeof'�4 c+eptanc�eNo." Ol t€ Ki 1 _f sr. 'Tresif619 TAfta r, C e-m and +Coler 1%'B lntearla eie-, CXPNmg 67/0.811 , F. -9T°x3 ` NTS 1. Statemeot letter ofconformance. with ,� q�Cg-50kE�n 14 andl Editkm ted 2_ Statement kfterornqfmmKW1 ewst; dated W107, k%wd bymawfkturer, 3. Hof lab rwVhanc' pact ofthe.abom te. stye tis. _. i R--Teg ftToW Xo-17-0387, flat - 5 ,'f7, si�% I a, P-F- 1.te .plc;pta 3ii-71i:A�1, rt t►1 11 , ft -55711,2770 'lain' i g GlassDoor(et 'nrc+ed)--UW, r , g:ce OV14al_ P�rodualcaatral knit Sv or NO -AL No. 21-4209.03 Expirationbstv Avail r4, 2426 j rRcsl IIi.�a_-14�rch' 1�,, 3� 1 August 10, N O N 0 U N O O Co W O Ca N O Q Co O tL O CU .(n E 0 O O Q CU Q Z Z W J � c N t"� w CD N V C M V N 41. a �tlt N .G vN O YO Q N � 3 � � CU c « a L Q7 W � - tJ 4.t Ri o ;io% L LYE E z Cn Cl� CU O L O 0_ Q O L Cn U CU m Q 1- o L CU w Cv z Z � Z Q J SHEET NO. PA 1.4. p to C6 p -6--0 U MIAMI,[aADI= MIAMI_ DARE COUN Y CONTROL SECTION Q C CU � p O N PRODUCT Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA_LLC co -0 a' - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 street, Room 208 ' � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (78()315-2590 F ('7W 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE, EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � U � (D -co 'cn NOTICE OF ACCEPTANCE (NOA) 3%]=.miamidade.a2v/econom1 -0 N U Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #.03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � O L N 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Q- L.L Sefiner, Florida 33584 1. DrawingNo. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of], 2 titled "Precast and Prestressed Lintel Details" sheet 1 o 1. Drawing No. FD4b1 , ti d f 1. Draw ng N D 6 t cast and f Drawing o. F 4 12 titled "Pre Prestressed Lintel Details" sheet 1 o 0 .O � 4_ � p prepared) by Craig Parrino, P.E., dated March 24, 2003 andDrawing No. LT4612, titled 1, prepared b Craig Perrino, P.E., dated Marsh 24, 2003 and Drawing No. 13 p y g 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " $ O > U '� SCOPE: "Cast -Crete 4" 6" & 12"Lintel Lintel Safe Load Tables ", sheets I through 3 o 3, prepared S P 1? b3' : a 3f " ,: " L7'4b12, titled Cast -Crete 4 , b & 12' Lintel Safe Load Tables ,sheets 1 n Lintel Safe Load Tables" sheets I through 3 of 3; last revision dated Ob/12i`14, all . — L_ O N � N �- . This NOA is bait issued under applicable Hiles and regulations governing the use of materials.. g PF g g .. .. 28 2 03 both h 2 2003 last revision #1 dated April 0 b Crai Pmrmo P.E. dated Marc 4. g t.._ . -through 3 o 3 prepared by Crai . Parrino, P.E., dated March 24, 2003, last P P signed and sealed b Craig Parrino; P. on 08119114. prepared, S y cn •+--� Q p C,0 Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control drawings signed and sealed 6 Cron Parrino, P.A. g y g revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E, on ti— ,1 Q Section to be used in Miami Dade Countyand other areas where allowed b the Authority Having Jurisdiction Y tY g B. TESTS March 22, 2012. B. TESTS r (AHJ). L Test report on flexural testing on 47 6" c& 12" Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfdled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared 1. None. C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by AppliedResearch Laboratories, Report No. 30404A, dated 04110103, signed and 1. Calculations or Cast -Crete Lintels, dated 0811912014, a es 14.201 through 14.236 fpages g ' this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P. C. CALCULATIONS prepared by Craig Perrino, P.E., signed and sealed by Craig Perrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None• modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade Count Product Control Section that this product or material P � Y t}' P 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig f D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).fails to meet the requirements. of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. B Miami -Dade County Department rtment o Permitting, Environment, and R atoryAffairs. y f g 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed ;to comply with the High Velocity Hurricane Parrino, P.A. signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None Zone of the Florida Building. Code. 1' done` DESCRIPTION: ( Cast -Crete) 4", 6" & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER . APPROVAL IIUCUNITNT. Drawing No. FD4612, titled Precast and Prestressed 1:.1ntelDetails",sheet 1 of 1, - revisedon M I I. Quality stem .Manual. ar Cast Crete Machine Made Precast Lintels rev May �' �' •� OTHER F. T� 1. Letter om Cast Crete USA, Inc.,elated 08119/2014, signed and sealed h Craig Cast - Crete ,�` � Y g " - " prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4b12, titled Cast Crete 4 , 6 & 12 2002. 1. Letter from Cast --Crete Corporation, dated February 03, 2012, signed and sealed .�' p, ry Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Perrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1, None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the nianufacturei's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated Maraeh 24, 2003 and Drawing No. ,LT4612, titled 1_ Notre. B. TESTS County logo. "Cast -Crete 4" 6" & 12" Lintel Safe Load Tables', sheets I through 3 of 3, prepared by 1. None, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no CraigPamno, P.E., dated March 24, 2003, last revision dated March 11, ZOOS. B. TESTS C. CALCULATIONS change :in the applicable building code negatively affecting the performance of this product. B. TESTS 1 None 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture ofthe product or process. Misuse of this NOA as an endorsement of any I None D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, and followed b P Y �, Florida, Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. - - be done in its entirety.E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION:. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- ` - ,•.. `� shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E C%4 LAj This NOA revises NOA # 19-0130.14 and consists of this Inge 1, evidence submitted pages E-1, E--2, E-3, E-4 and /j' /� � ILJ� N E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. eltny A. M ar, P.E., M.S. elmy A. Maker, P.E., M.S. etmy A. Maker, P.E., M.S. in N g' °O " _ �- n' Pro act Control Section Supervisor Pra act Control Section Supervisor Product Control Section Supervisor 8 cc NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630_15 NOA No, 20-0630.15 3 w _..• a Mwr�iEnat>e bout rtY Ex ira[ian Date: 09/Il/2023 p' Expiration Date: 09t11/2023 p' Expiration Date: 09t11/2023 p`a Expiration Date• 09/ll/3023 °' E .- 0 Approval Date: 08C20i2020 O 2 Approval Date: 08/20/2020 Approval Bate; 08/20/2020 Approval Dates OS/ZO/2020 c. � .5 -s f 0 0 j Pagel E-1 E-2 E-3 ro 3 = E o Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS Cn 1. Norte. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department 4` f'Regulatory and Economic Resources (RER). 1. .8y Mami-t?ade County Department of .Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS .*._. 1. None. L None. 0 F. OTHER F. OTHER S 1_ Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ICU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2.020 Edition, issued by Cast- � A. DRAWINGS Crete USA, Inc., dated Ob/11 /ZQ, signed & sealed by Craig Parrino, P. � 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; ;sheet 1 of i Q 1, prepared by Craig Parrino, P. E, dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" +& 12 " Lintel Safe Load Tables'; streets I Q through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last �� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 0 1. None. D. QUALITY ASSURANCE ICU m 1. By Miami -Dade County Department of egulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS Q 1, Notre. -0�-- CL F. OTHER I. Article of Conversion far a name change. O L_ Ca LU C*elmy A. Maker, P.E., M.S. Repay A. Makar, P.E., M.S. 0 ZJ Product Control Section Supervisor Product Control Section Supervisor NOA No. 2"630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2620 _ J E-4 E-$ °- SHEET NO. August 10, 2022 PA 1.5 IIII A I 1 .G1a III N11 iW I'd, I[ IA, IA.IIIII, Y 16..IY., .I .41.1 1 1- 1 — :7— 1 1 L I E(:-,o IMNC TILLIT TESTING & ENGINEERING COMPANY PROD C F31A9LAU0Mftk0XX&Q_ZW1ZU 2 2.1 TESIMP014,11i: Large missile Impact and f�tlgue load lests were performed under Protocols TAB 201, 203.as per section 1626 of the Florida Building Code. Uniform 8TAtIc, loads am MXALEl*UWKXUVZ1_NQ_AWtZ" 3 L MAIERIAL CHARACTERW103AND-BP W-_F_WA1X*L- 'Shall be strict! . � y inacoord-Ance with General Notes andComponents indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing -WAT TRIZ A. MLIT, J& F.K. ____ - I IFL�111_0 -44TAn7l 1;LCJLU._4,,_06%TN as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as fridicatod on sheets 1, 7 and 21 of Testing, Inc., Reports, #96-569 dated D8/0911996,996-570datod 0,911811996, 26, OfProduct Evaluation Dominant (P.E.D.), drawing No, 20-116, PRODUCT VALUAMON REPORT ,#96-T30 dated 60120/1996', all three sighed and sealed by HectOrMi Medina, . P-E., FOriestration1eatirIg Laboratory, Inc, reports,# 2032 dated'04118/1998 and 0 2126 dated 10/0611908 witnessed by Gilbert Diarriond, P_E,, and Report No. I 7. LIMITATIONS I No OF USE.' REPORTNO.: 20-0728.01 0219.01-09, dated March4,2009, signed and "afed OyEdmundo Largiaespada. . . I P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with Gioneral Notes No' 1, 6-thru 14, indicated DATE: July 28,2020 Tensile lestreport No. 9CM-197 byQC Metallurgical, Inc., dated March 13,2009, on sheet 1 of 26, aawell as General.Notes # 1 thru 4 and 11 thru 16, indicated orisheet2l of'260tProduct Evoluatictri Domnient(P.EID.),drawlng No. 2VA71 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tiftecoi Inc, and sligned and sealed by WalterA. Tnlit,.Jr,i P,E. PRODUCT SUWCATWORYr Storm Panels I.I.-SM,ICTURAL, - !NEEMNG CALMLATIOW On 20 Gage Galvanized Steel Storm Panel for maxi mum pariellength vs. design T2. PribillUat they be instg1led Within HIGH VELOCITY HURRICANE ZONES ve- defined on sectl6n 1620.2 of the Florida Building Code, PRODUCT NAMEi 20 GAGE OALMANIZED STEEL STORM PANEL wind load, as Welt as Maximum anchor spacing vs. design wind load and panel MANUFACTURER. Global PMMQIIW Products LLM length based on ratlonall and comparative analysis, and in accordance with Section 161 6 of the Florida Building Code. Calculations prepared by Tifteco, Inc., 7.3� Product shall only be Installed Into poured concrete, concrete block,and wood frame structures. I � 4800 S.W. 51 Street Davie, Florida33314 dated 11](13/08 and OW12JI5, signed and sealed by Walter A. , Tillit, Jr., P.E. I-PURELOSE OF, EVALUATION - 3. Illill IMPACT RNISTANCE; ProductLEvoluation Report propIoned by WalterA. T1lfit,,Jr,, P.E. (Florida License This l&SProductEvalvation Report iZsvod by W,tl*,A. -1711111t, Jr.,P.E. ($yBtsm I Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. I No. 441V); President of Tiltoto,iric, (Ficiddo CA-0000719), . ID #'Igoe) to the Global Protection Prodarta, LLC, Rule Cltaliiar No� - 61 G20-3, Method I D of the Florida Dope rtmerit of Business and 4. W D LOADS, RESISTANCE 0A%1',%tJL"Htff#JJLt', i�� X. T14 N �$, k Professional Riegulation. 20 Gage Galvanized Sleet Storm %nel has been verified to sustain wind -4 N; �,.. S , , I., , -, 0, V .. .... � "f'L % ,�4 � � Q,."i'��flq,q .". e, This product is being ]&sued an Evaluation Rsport�as described herein, and has been verified for compliance in accordance with the 202o Savomh EdItion,ofthe pmssures. Maximum panel length sball be as Indicated on shoots 8,10,14,15, , le. 19.25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -- :, I %, r. — 1Z . , �, 167 ` S <�_7=1_5=*019t,*, * .*= = Florida Building Code, arid to verify that the Product .18 for the purpose Intended 26-176. Maximum Anchor Sparing shall be as Indicated on sheets 8, 9, 1% I 1, .1 5/��-A " STAT�OF ' , of least aqvivaleritto that requilred by the Code, 14,15,17,16,19,20 25 and 26 of26, of PT6ductFvaluaUoDDo, ont�P.E:D,), , cum ,'� _;�S-,, .i .... . drawing No. 20-176, I/ I - . � A �0 ,110 ....... - 1 - This Prod uct Evaluation Report shall be subject to review and revision In case, of 5. INSTALLA119N, all" , I L INIfiliftwo q I AV - a Building Code &ange that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on W&TILL Z, EVIDENCE SUBMITTED. ZI.- ffl-ORME"LLI ,JJQN_DWU P.E.D44 sheets 3 thru 7, 10 thru 20,23. 24 and .28 of 26, of Product Evaluation Document (P.E.D.), drawing No. 2D-176, Minimum separation to glass shall be as ADMON RIECORDS � F. ti. RtIPCIRT,20 k 41,00AI, fIROTEcTION PRODUCTS. LLC �10)19AGM Z k0l -111211stEEI. sroFtM PANVLk DRAC 9 2047A � R E PO RT J112D.M&DI, , , _M Drawing No. 20-176, thiod "'A "GE GALVANIZED STEF.L STORM PANEL", Indicated on sheets 8, 14, 1 5, 25 and 26 of 26, of Product Evaluation Document sheets I thru,26 of,26 prepared by Tilleco, ]ntc,; sighed and 3ealibd by "of A. (P,E.D,), drawing No, 20-170. I tillit"J's�, P"t.; dated 0712&2020. This drawing Is ail integral -part Is Evaluation Report, 4AW0011pil, , '- . I,, w r'. 0 ,, .&R A. t4 0" . , I .. .... .,a .. .... �/ N k0i,101111110111,I, ) 1, 441, -v,,, ,AO N_T./.� 7!, " e ,?I . ,;� -_ - ' � .4 I; IF - 0-"`-N -- ;9w, ,.. - .."��EN " .." , - �.. Lye, �p -,- . 11 % . _,:�� .., \�\ZE S,p - S I . . I N Z - , I __1 % �� `E'�_ , it 11 I T; - - , No, 44167 ',, z , I -t. � - .1 * *. -*N I , . �-:`._, � 167 —_ - . 11 - ___, . , *1 ,� 7 -7 e, * . I - . . 'S "P -, -'r . Z _1Z' I Z Iii 1- . ". I�' �1�0 ul� .'.�.` i . �11 11�9, - I -, �/ X-,�� STATE OF �,',Qzj ��', Vq,�i AIORO. ..' -, 0, I 6� - ., - A ". _0�, 6y, - - - � , 6355 NX 36th Street Suite 305, MigILL Flafi& 33166, photitt: (305) $71-1530. -* � K ft I? K, i IN 610NAA_ '"11110411JI1100 "A" " I � 1 . 11 / :� / I I L1 EC:0 imo TILLIT TESTING A ENGINEERING COMPANY - —__ __ WALTERA. Txl-n- a, I'X- XOW UCT EYALUATION REMOM . , 111111=09t, 44L61 FL(;,A.LiiH.N,L%3%?I9 , REPORT NO., 20-0727.42- DATE: July 27,2020 1 PRODUCT CATEGORY,, Shutters PRODUCT SUS-CATE90RY. Storm Panels PRODUCT NAME, 24 GAGE 6ALVANIZED STEEL-s-roRm PANEL MANUFACTURER: GIoMI Proiacgdn Produds..LLC 4500 S.Wi 51 Street Davila, Florida 33314 1. PURPOSE OF EYAWATION1 This, Ise Product Evaluation Rtoport.Issusd by, Waltor,Ai Tillit, Jr., P,E.�Sys,tem ID * 1900) to the Glaball Protection Products, LLC, Rule ChopliorNo, 61020-3, Method I Dof the Florida Deipariment of Sustreas and Professional Regulation. This- prod4pt Is,beirig Issued an EvalQatton Report as described hereth, and has I I I , been verfiled for compliance in accordance wthihe 2020 Seventh Edition of the Florida Building Code, and to vs* thafthe,product Is for the purpose Intended at1east equivalent to that required by the Ciodsi � I ThIsP"at Evaluation Roportshall be subject to reviewand revision In case of a Building Code change that may affect its limitations and conditions I OMNCE SUBMMEDi 1 2-1. PRODUCT RMUAM DQC Drawing No, 20,11 IliS, titled "24 PAGE GALVANIZFb STEEL S`TORM PANEV, L I I , . - ' Bhoo* I thrU IS 414 ,prepared by Tiftsco, Inc,' signed and sealed by Walter A. Tillit, Jr., P.E,,* dated 0,7/2712020. This drawing is an trite Is Evaluation Report, p%,�t,,WITA 0 �,t ,,,,,A , �,� - Qj 1Z � " V -, *,. NtEN,Y, * , � _ _ :?,Lt 'r _!� I - - - i* . - - . "" e , . a�� . i % , I �� 167 , S - I . : 0 ,/ _5e14*Z,_, * .1 * -a . - I �,�/ i I. MTE01C 11 .Z ___ 1H;,-,�,-,lontO, ,- " - W � . _;Az - [ 1 1 �, ....... � . 6355N.W..3fiffi,fte,et,guit�-30�,,Mami,Florid$t331,66-Phw6.(3'0)871-1 �' 'iff1j"'H00 1531 �N=XTXVA1JA1WJR=M�T2IQ 2(�=qZ, I 'L I - g2mSTUP0 Larg6missfit Impact load tests wers, performed under SSTO 12-90 standardLag , per section 160.1."f the Florida Building Code, Uniform static toads as per Sect1on170Q.&3,parASTMr--3,30, Te#repoTteprepAredbyAmgiricanTe,sti. 11 _ , ris a a R 0814 It n � L ' South Ficrida , op�ort* ' "' d R 0 08 " 8 -, 80r� Mor" I P,E '`aI`1d 8 .6 2 h F I 0 ' - go yi� 0 ' - '1 -0 I dated Fobr"r 25 � 2009" s 0 Loroeospada I P - C � old Henry aiTorh, P-'E' I S pa T ol a 0�, plic - din ��s AS 2 2 V Lda os a I Pro, I as r aulliding ode tat Port prepared by 'Am 4. C -T P � Re rf No 11 n -M-10 . dated Nov.rhbar 23,2 E. eon P .E . Tensile test risport No, SCM496.by QC Metallurgical, lnc�idalad Match 13,200Q , I _� s4gliod 904 Sealed, kjy FrankGrate, P,E, asperASTM SmiB and Tensile Test 69 per QC Metallurgical Report No, 1OKM-1318,,dated December 1, 2016,Sigined , I and sealed by Jerry Jactiolfano, P.E; as per ASTM E-8. Z3, STRUCTIMALE GINFEEEONG "LCULATIONS: On 24 Gage Galvanized stoat Storm Panel ibr maximum Parisi length vs, design wind load, as wall as maximum shchor-spacling v& design wind load and panel length based on ratilonal and comparative analysis " and in.acciardance with section 1604 oftho Florida Buildirig'Code. ,Calculations prepared bV111toco, Inc., dated 1211-Villo arid oj�!Ji3 (Joir this revision), sigmied arWes#aled by Walter A TIllit, J r,, P.15, , I M1661LE IMeACT RESJUAN�M: Large missile in1paict under section 16001.2 of the Flonda Building Code, as per SSTD 12-99 Standard and TAS 201, L I I 11 TANCE, 24 Gage Galvanized steel Storm Panel has been veriffiecl -to, sustain Wind pressures, MaXtirtuirlLpariel langth,shall be a's indicated on ihoets 3, 9''10, I I, 12 and 17 of 1-8 of -Product Evaluation Document (P.E.D.)i drawing We. 20r-175. Maximum Anic4or Spacing shall be as indicated on sheets 5 4, I EL 11, 14 thrul 16 , 'I - L and 18 of 18, of Proclurt Evaluation DoWmarit �P,E.D,), drawing No. 20-175. 24Gags Galvanized $too Storm Parisi has been verified for code compliance to work as ancrrpo=6 storm shutter awarribly., as per SSTD 12�49 Standard. Akolk%1#010041111, , �� : N A %4%�, " . ,� L . � V A - , ____ ,:ff""�, .�Lrp - _i�l . I %, - 2t:,___31=��:; - — �167 � �'. L! --!! , �_ I 7/Z7A1kJ * * * 1`2 1 / / S ',., S E 0 � I, , I �. � I ...e I I �i' I"— "I 11 I r I I'll, 1:41 [HILL TXTO� 10-0717A I Installation shall be performed strictly in accordance with detaits, Indicated on sheets,3 thm Q, 12 thru 18 of 18, of Product tvaluAtIon Document (P.E.D.), drawing No.20-175. Minimurriseparation to glass shalt be as indicated, on . sheete,3,,6,13, 14,16# 15'and 1-8of 18�of PeociLlot Evaluation Document (P.E,M),�illrawlng No. 20.1116i , I _%_MATMAL_C�� MM�M Shall bostdatly inaccOrdancowlth, General Notes arid Components indicated on sheet I and 2 of I 8, of Product Evaluation Document (P.E.D.), draiwIng No. 20-175. Anchor specifications shall bass, indicated an sbeet I of 1 8, of Ptodur,t tvalustioriDlocurriont (P,E,D�), drawing No. 20-475. 7 ro—ro , =M i st, 7A. Shelf be strictly In compliano with General Notes No. 1, 8 thru 14, Indicated on sheet IV 18 of Product Evaluation Document (P.E.D.). drawing No. 20475 Prepared Itty T11teco'. Ina. and signed and sealed by Walter A. Tlllllt�,Jr._P.E� 7.2i Product shall not bIa Installed Within 14IGH VELOCITY HURRICANE ZONES as,dofiried,on section 1620.2 of the Florida Building Code. � 7.3. Product shall only be Installed into poured concrete, concrete block,and � . wood frame stnictures Product Evaluation Report Piephoriod by WatterA. 7`1111t, Jr., P,E, (Florida License No� 4418TL President of Tlftecojnp. (Floride CA-000]6719)� I -P-0 a) a) r_ Cn 0 —00 > C D = 4— .&-, a) " a) a) 2 0- C:)- = 0 -0 0 L_ = . - MO ca _*_J -0 QD i a- U) - a) =_ a) -0 0 0 -0 -= _a c = 2 — — W �: M = C) .0 0 U_ %*_ 0 Co > . Cn Cn -0 CD Cn 116- E a) -1�, 2 " C:) = �- CU -0 .,,O- . c -422 U) c- < 0! 4 Z Z W Mi — GMM&, ISM: COMMENTS EO REgULAR it LIEE SAFETY MEM PANELS 1/4. 2/4, 3/4. 4/4, s/5. 7^ . 1111111111111111111111 W" 8,3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PMIELS� STUCCO 09 WOW BOARDS BE FOV40 ON THE (— '/-I') W/10. ZW/10, SW/10. 4W/10, 'I, 1EASTMIG WALL. A104ORS SHALL BE LONG ENOUGH It REACH IKE MAIN STRUCTURE MIND SUCH PANELS I 1 STORM PANEL SRO" ON THIS HAS KEN VEWIED FW 00 PLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AM IN S.a - SAV/10, sw/11 & -twIll * 6/5 - ".. 2GJC 6fP:QOUCT VALLA DOCUMENT pro.) M ____I5.IW om WON)- -,-iS.1915' CIDIAL WJOTH�---- -, Mtor ACCORDANCE WITH THE ) OF XIFLORIOk OUTLINNO CODE (C) I ww")_� I i i DESIGN WIND LOADS WALL BE DETERMINED AS PER SECTION iftO Of THE AWK MENTIONED COM - 3/4-0 TAPCON ANCHORS. AS MANUFACTURED BY t.IW BUIUM, AIC.NANUF T_ ----M5DO` (EFFIVIAE i 3: VM� - FOR : r - #14ZIO PANELMATIE FEMALE 0 AM PANELAkATE PLUS ANCHORS AS ACIURED BT ELGO CONSTRUCTION PPOOUM� i . � L25O` I r _ANGHDR& FOR CONCRETE SEE SCHEDULE ON SHEETS 81k 9_ 5* MAX " NV __._,_a 1/41- - I I � I MIN. � FOR WOOD SEE SECTIONS 00 SHEETS 10 A 1 __711 MIR. ? 17, ,ZD, AS M I THESE Sit LIL AND ! "OD. I . cl�-s 'tr,ggr".� I I "'�V , = � 11i'Aw I -1 " , ,,ffW , ,7,N;�ff I I I -1 A C*D* r- �3?0`-.� I � - - FOR 33"I �5.0,) - 1/4 0 LAG SCIREWS PER WO.S. I ." r-,� �- -i I I I i Z, -tol- 13W - 6 0 / , 9 6 DESIGN PRESSURE RA194M WATED ON SHECTS 7 TIM 12, t4, t% I (L TO a 20, - 7/16'0 . W WDW tKISNING. AS OiST111011HED BY ALL POW SCREW, SOLT & SPErIALTY GG, l , "i . I ^ 4 1 11 OQU* WK THICK I -� , ,_� 1! C14 1 - - I ____ - " GALVAMW STEEL - " = I AST* A-W + -7-T -r___F___1____-J-T -T�- I ,4______._T --- 7 , IN ORDER 10 VERIFY THE 00M CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED pSPW& 7-70 11 - -'T' I\, r �� DA.Ti (�)- @ � I . / . � -, -1-7 � I . � ED G SHALL BE FWW ACXUD TO ASO. OMON WIND LOADS 9f MULTIPLYING THEN BY 0,6 IN ORDER TO C 1) MIT" 101EAGM PENEIRATION INTO WOW OF TAPCON ANCHORS SHA" BE I Ilr AND 2" FOR ELCO PANEXMATE PLUS - ,,�-,;ffir_,�7_ I , , F __ ,�,-- -�w i 11 � '' ! i I , > Lu ITS 7 THRU 12, 14, MO FAMNALE FEMALE ICL HWMMEQZ_4r- i,,.�� , GRAK 10 .0 iinq_, , COMPARE THESE W/ VAX, (&S,D) DESIGN PKMW FIATINCS INDICATED ON SHOE IS, K 19 & 20, C.2) MINIMUM INHEADED PENETRATION Or LAD SCREW. INTO THE WOOD MINE UNJY SHAI 61, �_M 21W. 4ALWANZED SYUL ECQ1_ I / ZO 1. I -0 0�410 'i, q�+O. (a)+@. 6 ,� 1 1 1 " C3 114 ORDER 10 VERIFY THAT ANCHORS ON THIS Pt .t BE T 1/2% NO THREACED 2 ! . 0 TYPI " I L �5 C= .0 AS IEST WERE NUT OffR STREM. A M INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE SECURED TKRDM PENETRATION. _11� MAIL iT I - � 1 OCTAL A-T � . STRESS, FOR WOO LOWS WAS �M USED IN THEIR ANALYS& PASTENERS OWING TO WOOD PAS MEEN DETERMINED IN - , I/ L.) C2_ - �� ACCORDANCE WITH N.D.S. 2018 C.3I MINIMUM EDGE OISTWV OF LAO SCREWS, INTO WOOD WALL BE AS INDICATED IN THIS DRAWING � - '1�m A - , Ni � I I I I 5 I- C= cc CJ VERIFIM ACCORDANCE WITH SECTION 1628 OF I Va , � Fi EDOE 17-two GUY. , 48S 1 4&Br STORM FANWS ADEGUACT FOR IMPACT AND WIND RESISTANCE HAS BEEN 04 ------------------------ - __ -------- � - ---------- C"I THE ABOVE WENTIONM CODE AS PER HURRICANE ENGtREERING A TESTIN4, WC� REPORTS 26-50, 96-570 & 9r_= Mo C-4) MINNUM POCIRKTION OF WOOD BUSHIRO SKALL BE !&,Vi. 1/4' 0-20 SCREWS USED SKO'LL BE I 1/9' LONG MINIMUM - ,-r- * I / �, EQ C-) - -= - >< I'DIESTRAMON TESTING LAR 040,, REPDATS #2032 a #212e .4 TAS-202 MO TAS�205, SHOULD STUCCC 005r� AND I' MINIMUM MR WALLS " NO STUCCO_ -_ .2w--, f --I- -_ - ..... - - I . -- -- � I I - I is -Z;; = LL- =_ AS WELL AS AMERICAN IM LAO Of OWN FLORIDA REPORT 201, IAS 202 AND / . I .� Cc C= - TAS 203 SIANDARD% C- 3) IN CASE 7HAT PREONST WOW- OR PRECAST CONCRETE PANEJS� STUCCO OR WOW BMW BE FOUND ON T14E ICtfFF04 (D STORM EMEL @k END SIMM PANEL - I'll -_ (" -0 C14 = 2� WALL. ANCHORS SHALL HE LOW ENOUGH TO WJ04 THE URN STRUCTURE MIND SUCH pANELS� 1� f I—, - ALL ALUMINUM EXTRUSIONS TO BE W63-TG ALIM AND TEMPM (UNLESS OTHERWISE MOTE0. SEE SHEET 2, ANCHORAGE SHALt M AS MENTIONED AN CA), CI) * IC4) . 2 IV* . - Z - I 1 -- --- - - -- - - .::c .�! �� , I ALL &OMINUM SHEET METAL USED AT CLOSURES SHkL NV9, 3106-H14 AUL&. -I, , , 1141�7 .:�, 41 I I .. . .... ___ - ,2,181'--- 3.1 _T W � CU =-= W (0) ANCHORS SHALL VE OWO,U�M FOLLOWNG All OF THE WOOMMENtOl" *0 SPOCIFICOXIMS OF THE MOWS WMEACTIAM, _11� -`-�,�, filbi , ,a - - - - - - - - - - - - - - � I :: A ALL. SFEEL SHEET MEW PANELS SHALL HAVE MUCTURAL QUALIT'r STEEL, ASTV A-W GRACE 50 MINIMUM. C-40 PAMUL's END I& 11.1 " I 1251 I � I .- GALVANIZED STEEL OJEBIGNATION *M- 5&3 W1 WW RMLIED). 41 PANELS MO AM BE INVAUUM HORIZONTALLY FOU4114411 W&LAI11ON MAILS SHOWN ON SECnCH 3 THRIWOR 10 tSHEM 4 " _', . - I ilor - - �7 '-' ig"M � I 11 SOLIED PANELS W/ 1/40-Ml' :� E rz "' , __ , , -------,--,- Iii-4;i6�6W - , , ) i �Iov - - W =UM --J 750' PANELS -- %S� kcs, SOLT %� 3/32* ;J Cut = - = - D - - x I _ - - .- 1� ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 Ad SERIES OR CORROSION REStSTANT COATED CARBON STEEL AS PER MM-98 $I DICIEPT 1W HEADERS (1) & Q SHALL NOT BE USEC� I! A - - I -I- I "__ WANGUE6 UMM I -1-I (SL I WINGNM 0 Ek - -at 9. IT 9041 BE THE RESPONSIBILITY OF THE CONTRA" TO VMr? THE SOUNDNESS OF JW STRUCTURE WIJERE SHUTTER IS to BE - ""LX 1 12 11r a& I �!: GO W - �� i� �-_�� ' " - , "" - t�o I _F I - ) 'N _" I I - (9) 11W I , 1 - ;� * I ' ' I __ T1_ I 11 / - - - I _�W_�7A . _ _ ---------- 11 � ,.t - __ _ S __ __ WROM " W " , " 0 " R. MD STRENGTH AND 90 AN TENSILE STRENGTH & S44L C(*KY W/ RONIOA WKDV4 CODE - =1. . - 7 1 I 12 - In, I (SEE SECTIONS OLS APPLICABLE) - �� - 1, GO, . c AM- - I � W�230C ATTACHED TO NSURE PTIOPER AHCHORAM� TIM SHUM SHALL ONIT BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME , - , . . ---I ! --- AQ " I -- 11 � I I ,,,, L-i all � i.. � 9 SDalr5OWN 12 ;��D 'O I -:9 - - ZM . � f 1 I I , ." � U OLT - WITH 3 kW MINIMUM MD __1 � DOE ; - �or , -M . . I 11 _1______7 - - I "r - � -= W = C= & BOLTS TO BE ASW A-3117 C&LVAHM SrM. OR AISI 3D4 SERIES STAINLESS STEEI ; i i . 2. ,�G_l "a CIA 410 = Sk"LONGS. I'll - ODO . - I Z 1� - I --- - -ii ; = . STRENGTHL H). EACH REG" STORM PAWL WITH LENGTHS q.%R 11'4 IWOJ014 12'-4-, AS PER SECTIM Bi OL 9 & 10 AND ALTEANA]WES BW. � 2.1 S* , -- � L � --.I I / 1_� , r - ED I ON & I OW ON SHEETS t A & 12 REPWINELY; SKAU� PAVE A 40GIBLE AM RIL-MY W50-E MARKING INSTRUCTING OWNER OR - i a � I ,, I AN04M TO WALL SHA1 SE. #5 PCLLOWS - � IT . , L .- -` 1,2e i " / 1.� . -a = TENANT TO SECURE PWLS WIN APPLICABLE REINFORCEMENT CUTTING PERIODS Of 14UMCAK WARNING i____� i � , . � .. 7"i 1- ::-- = - -'- >-, (A) M=* 4 1 Ul- .373 f I - I i � I to - I _J� - L.-----s, M-..J "1500`1_ = E i W14*0 TAKON ANCHORS AS MANUFNCTURED W LIM, BUILD", INC, (Mi., f.� L_ L WIC 1 I I =1) THE BUILDING I'D "MO WINP/" INTRUSIM I - ___...� / , .T In - /4*0. MR-Iff ANCHORS, AS MANCFAMIOM BY DENALT M, (MOC I' P�L) ; L____2.OwW�t1__ � Cl- C.3 - kro 041"SOUO-SET ANCHORS, AS DIFIRMUTED Or ALL POINT SCREW, SOLI` & SU497Y CO, 12, STORM PANEL INS15N.L191ON SK&U COMPLY WTI4 SPEVS INDICATED W THIS DRAWING PLUS AM BUILDING AM ZONOIC REGULATIONS ROUNCIED MNER 0 ENDS OF POWL'S orit DM.,@,@,0-+Q i - (Mi . t!430W P'..L) M UP W/ HEMOMED EDGE. 11 ISNEMC YIEA =NL I - JeWXZLS� It THE INSTALLATION COMYRAVOR IS TO SCVtAULK ALL 3HUTIER COMPONENT MES WHICH REMAIN IN CONTINUOUS C4141ACT *04 - L,,,j 'A �. , , - - IV) �i:- DWI ___ _Lt PROVIDED IF( THE X.1113DICTOR WHERE PERMIT IS APPLIED, TO. -, _. __; 4 �_ _W 1_4 I-F _____.__L_.,__j - 014"-la PANCUAKIT FEMALE TO & PAHELWATE PLUS ANCHOR& AS MANUFACTURED BY ELOD CONSTRUCTION PRODUCTS (j) 'hw HUQM (�) NX-HEAM (�) (9 ANGLE WITH MUD @ AN= MM I � C2 C. _3= P-L) 13 W THIS PRODUCT VALUATION DOCUMENT (PLOJ PRE"ARED Of THIS ENGINEER IS GENERIC AND DOES W PROWNE INFORMAMN (N,T,S) RD= MD @,&&@� &`11 - , - L,,�: =-i 0. iC' — - ----I WAO -I- 1/4 2/4, 3/4, 4/4, 5/5, 7/5, ; - 114N F TAP -GRIP ANCHORS. AS MANUFACIURED fir TRU-FAST CORPORATION V.-MOO P.�.) POP A SITE SPECIFIC PROJECT-. vc WHERE THE Sn CONOTIM DVA`TTF FROM THE P�M � ,�- .,- --� 1, A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS WTC PGURCG CONOWE SHALL BE I 31V, 2' FOR ,ANELMATE (b) CONTRACTOR TO BE RESPONSISI-E FOR THE SELECTION, PURCHASE AND INSTAL.LAO004 INCLUDING LIFE SAFM OF THIS PRODUCT I SEE W, ; 1W/10, 2W/10, 31NI10� 4W/10, � 6/5 1 FEMALE DAM ON THIS P,E& PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONCIPONS DETAILED ON THIS DOCUMENT- _ = _f__j 1/14 * 2/14 0 4" 1 .314* �3 . � 5W/10. GW/i I & 7W/11 i 0 AM PANEMALTE PLUS MO 1 114- FOR CF TAP-010P ANCHORS. CONSTRUCTION SAFM AT WE IS THE CONOINDICHR'S RESPONSIBILITY _!4_7__LM. -ra WX 11 - �* 581, I - -I i i , , f f - ___j � W � 1 /4*#,= 3" SEMM ANCHORS FOR CONCRETE SIX SCHEDULE ON S`AXtS 6 & 0 A.2) CALX-IN * SOUD-SET ANCHORS SHALL BE EM9EDOED 7A* ITM THE POURED em"M No EM9EDWINT NM I i , _� L � I .' ft* h. r= .... I I STUO RIVErm TO - FOR WOOD SEE SECTIONS ON SHEETS 10 & It - - MOCO OWL BE PERMITTED. 114* 0-20 SCREWS USED SHALL 13E I 1/2' LONG MAIVAUM SHOULD STUDOO DUST, L407'1,063' 375, _� �_ - � I AMW ANGLE 0 02 i/W 0 1-14t___J t (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CION90ERM INYALID If' MODPW- . Go" . i - -_ 7 - I I NO T' MINNUM FOR WALLS WTH NO STUCCO, AND PAY W HEADED SCREWS OR ALL THREADED SCREWS W/O HEAO� (d) SITE $KXVIC FAeJEJ= SHALL BE PREPARED BY A FLORIDA REGISTERED JiNGIMICIN 00 ARCHITECT W"tCH WILL BECOME THE I � L .3w 1167 - IAVI* � ff PROM USE Q# WXWGW4%.0FAM. I i L 3* - � _�Wl 1i_ WOW P.E.D. ENGINEER _D== 1 _W "M MR - ,__,:, 1� 1.0tv A31 IN CASE ThAt PRECA57 STORE PRECA!G COWA" PAKMS, PAVERSi SnXOD OR BOARDS BE TCWRD ON TK fW.2.41F.R. .4 I*" L t G6 L" ' LEYADON WON WNG ". FOR THE PROJECT AM 010 WILL BE RESPONSIBLEPOR THE I '� V ENGINEER Or RECORD (F j� Ilri4l'W - M k�__--2 7-I . , Q. I -, � - "I , 79-si � :_; DUSTING WALL OR FLOOR, OiWiS SHALL BE LORD 001W TO REACH INEI MW STRUCTIFIE BEHIND StICH (0) THIS AL SEAL AM SIGNATIA E Of THE PROFESSIONAL IXIAZAW low L I L_ __1 PANELS WHORAOE SIMLL BE AS MENTIONED IN A,I) SAID IN A,2). i - MOL ,M* -OW N.T.S. NW. SHAU 9M THE DATE AND OMOK LE i AWO - _".) (a) ILQQ1 WAIL ASM V4 OF REGGIO THAT PREPARED IT. 7.06V (�) KEY HOLE WASHER I - Rs AS MARUIACTUREV By 1. I, * SULD", MC. 14- SHUITER MANUFACTURER'S LAM SHALL BE LOCATED ON A READILV 4ASIBLE LOCATM AT STORM i (�) "F` IMCK ANGLE (9 34C = TRACK (2) EW PLATED I GAP _ I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2i OF FLARIGA BLIUNG, COM ONE LABEL 2,67* ,�,4,� It WHO 0 X/7 ANCHORS AS MANUTACTURED Of OEWALT ;K- (W r-1500 P.L) ,OW X �, �,�B= SHALL BE PLACED FOR &M OPMNG. LABELING TO COMPLY W" SECTION t7o;9,2 OF THE i MGM' (WiT.) _i;�'G", VALW1IJMA - i/4-0 _ ANCHORS. AS D61RISUftO BY AU POW SCREW, BOLT a $PEOXTY CO. - 044 I= STU Oft OARLAP �I AHCUE wam _11500 P'ij.) FLORIDA OL"Lowh; CCGF_ GALAMIZED STIM _. Zwo �/� - , 11 1___� (MIN f, .k,,l I - 11`14-10 PANEUATe FEVA" 10 AND PANELMATE PLUS ANCI-ORS, AS MANUFACTURED W ELCO CONSTRUCTION DRAWING SHALL ONLY BE USED TO I ill LONG -I ., M - - I IV ! - �, ,��F, ��Jk .� PRODUCTS (W r-2071 P,63) 000", N,PQIMITS #4 THE MTE OF FLORIDA _001 -_ f 11�' . k��, ... I IWI\ I. 11 /-N Ill 7. 1. , . 40" I I - � I/4- 0 CF TAP .1 1`__ J*i, . . i ,- 101. Z< \ I` A � - -CRIP W -FASI CORPORATION 14 * 7001 -,,NA-0 � .�'�EEN __. I \--/ % N__/ - CHORS. AS MANUFACTURED BY TW T/411 . i .$71 , . * � 1�.,'f 'p. � t I tr - . . �� A t - 'I t \ - � - I . � 8-0 MINIMUM EMBEDMENT Or TAPCON WNM. E= FAhfELM0FES AND Cr TAP-GICP ANCHOR. 11 THE C0 a `_ - ;;*. _. __ - FLORIDA BUILDING CODE fth Velodfy "urftatie Zon-11 __ 1 ,37S' , No 44167 ; .,..,..: I - '.. BLOCK LINK SHALL RE 1 1/4-, 1 .1 - - I � a ,I * .1 * 1 FLORIDA OUILOM CODE (fth Votcalty OWU me zo.*)l I . EN '-� FLORIDA BUILDING CODE �Niqh Wofty kwu no Z"s) * iC Ar I _J t =*. . 1 4�' - . " it 02M P-nm sa. 20 4ABE rAWAKZM STEEL STORY PANEL � �. 1. I ROOM BOTTOM S .. * "M mitca, W_ . ; 1. It .10213 XGZO. INC. I FP. . A rT * STORM PANEL DANN 21 . 1. 6 ` NO 4 - STATE OF F.0 -9 .� 9.2) CAX-IN & SOLID -SET ANCHORS SHAJ BE EMBEDIM 7/e WM THE CONCRETE 9.= UNIT, N,� Eh 6 # - 1157 ', 1 ____T,_2iO- . WINO, WT _& or PANEL 11� -, 20 GAGA SALWIZED SM : N 4067 20 BASE GALVANM STM STORM PANEL DOW W, INTO STUCCO Sit� BE PERMITTFD� 1/4' �20 SCREWS USED SHALL BE I i/2- LONG MWWUM SIMCD 31 '. 111, *11� '111, - _,_T - - ..* . - 'I . A -1 I , --I -0 qo I EXIST. AND 0 MPOMUNI FOR WALLS WITH 00 STU=. - i GLOBAL MTECTION MOUM = "'"am'- I f (� KEY LJOLE w_*� 0AZ`_ , ,.- J 0/m/2- SECTION — -**. - 1 '7'. STAT - _Z000' , '45�,v , - . "Inl= �, � &*. 51 � "� � GLOBAL PROTECTION PROM= - - Z I GLOBAL PROTECTION PRODUCTS, I.I.C. am I S�, Z,;. - - 'OtOR .. - "ONE, ou W.L #L .MI. M �1.11_ AT PAN 11LIEC0,111C. LLC OM N.T4. S-.0%, TE --- 11LIEC 0 1. -*,,I ly ., )IN-15A " X�. a 2*I(7M4 Q6 ATOINATNOY. M ""AAR W/OUT Him "Wh%w 4 % .P .,. RV "Wit.513W 20-176 .?��,�'.,*'- �, -M..- -4_-,�M - W. ..= (46"'S.,4, 20-176 j1L,V4 ZZ!�Arf7.=, ,,*&- JW)Nh;_,s,k f,%. "),ga-sm 20-176 .; X.. . C R ... �. L _4 ��. RUTI &UMINUM ANGLE WONOUTTIC Mo" W/ AMADW , ,h`0 , , I I 11 � � I � I W.1 e& .. L - . 1 aw 1 or Fq� . 1A admilk Z__ T,"V _13ANIAW " 04-00" KK111111�N T.,. I ' - (11114)W�I*W M 064"-11M 0 - IiAL-TARD-4 PNAM 0901014 ft . k ILIC , --'Q:,-�:�. - n.11 MI. I; i ' - - ;w,� . . I'M1111=1ZOM *1=—,L- - TO I I I . -I - - I- or a Mm !!#:==7#_= 1 i'L VA110MIKKUnUum — I I I A I,, 11 — � , - lt._ -, I I I - - I I . I INSIA=ON QUAILS FOR REGULAR PANELsa & ACIURES — NCRETE OR CONCRIETE ,BLOCK CONCRETE ANCHORS ODOM": ANCHORS W SCRIA" OR V, SHMS a TIMM S) M SN*D= ON __N CONCRETE Ahopm '.',t ",= ;L)_J I SNMM a THROUGH 0) )f,_______r1O- EXISTING P Comm* 4 (an am _(�) 0 03 OW04 POURED r CONCRETE W= - 31 � _( 0 — =O-w 4 ;_ I, Mh,_ My%.�-�_,___rgt i , - i A 2;�I, ;ff � le qrl I �1. .,gw- I . � i4xftovumn f I � t =-UIILD� F-D I --I i 1 i I � �-' i I I I I ______T`M1K` I i P 7 I i a 1 I - I I ________J -I AR ., I E� K-_ I 2 it ! � ; ; 11 .0 I COSMIC POURED CONCRETE AS I - I - - . ,�11, 4..V, I A ", --avw. M � i I % 9 . 'Iw�,�,�6,111_4� I CAM S= 0 6 ____r_ I "Mi=# - � %= M It I Z - - M. I %,=- - t 0 I , I WO. i 'a 1,W " t 12 I/r Odc I LOS """ I __(J) 011.08 I M OWIN J I I I I = W�_ I �� .M.Ai,w I a) I " 104.1 177--_,,Au,_-,--� - � . . ILL, , _� -, - I 70 cudsr : t mr-11- 1 , I _-___I, I I ; 9 I i I . -- 1- � I ---.-- -- __ - . ______.__ ____ --- - _-] _ ____ -1- - I i ! I -0 i I I I i i I d ! I i (i)-I I I 11 I i 11 I I I , � I I I I , 1, I 4 e� , - � Ir- , I # iM I I I 0 � 1� I I I, -1 I 11 "* i I I il:1 I R it Vr " I I .. I SIX% ;1 4.4. I M M V. I �_. I /i I : ff- 12 W 1, ED, am I wg%li�2 1 `CIOSTNKI,.�l E6, i rr= CONCRETE :1 RECUREDi ,� i PIRM * , it W = '! 1 . I r6L __ J GaiR im : _.____J UK � $=it � ---"-,, , W39 I I � i --- - I � ,,'Nw==,*,�i\NxmW --- -,-- L 11 I 19 . 7 11 - + I �ANOR(m I 1 . -,-- � "I � "! =E.MWW -, ., � ,14'�- REQUIRED. / L___.Ea.__ CONCRETE ANCHM -1. "_J , ,W I , ,f / . I - 9 �� - - - ?a �,. 4) ?L ws*p d — =00=7 — ) ..,, . Q) . * ON-- , CON41EM 04HM 1i , , . ONOwn: AIC"M Ism st�� O.- , Rw SM %WS a ;ZZ 9) MIS =M 4) . Z.27.D= :-�_ sixers a THackm 9) WALL MW"Nre . � WLM,j MMIG AND MR imbm %g,%,? Bumb CW 0110"s X&Im,; ALTERNAIr LVILD Oil IdOUJIMMIZ � , %M,ft/,,# r—_—___-1--- --- i I , I snilAry - , =- - 1, `r, I 2 --(I) I I - E.D. - EDGE OSTANCE (SEE SC,HEOULE ON SHEETS 8 & 9) I I I 9 It I I " I hr., I I WX = mmam - I I I i I I � I I " -P 11V CZ P I , 'eTIONINN, ,,A J$ A rot",x MR .It wriom MOUNIFWS Cm Im COMBINED IN AW WAY TO SUIT MY I I _,_!1qk,i, ** — - A 0- 1i , ::;; 1,�\\, � 1; ,N1,\,�"k,X,\ 'M\\, �": �:!�:,��,�:,� ,�k 1 ,\0 kjcE)v V, I lz__"_�? =�,\\!P'21'211'1/�4 �', I .., - FLORIDA BUILDING CODE fth V40010wofy one Zont) I I REW*m F IG-__ . ME= III 3 *i . - . Z , - . S 3- ... * * =420 nTECO. NC. 20 GAGE GALVANIZED STEEL STORM PANEL FY. I ff SKIM a 11111OUSH 9) COUNO MOUNTING AAS1 9 IM21 * E S_ -* % M -'. S , E, , %&% 0811) . _1 - I I - �,',, V , - * I - _!==ft_ Z GLOW MTMON PMUM LI.C. _�_ �___ __�__ 104C. Ft. = - 0FC 4W Sit, Mi a 07/2VAM Wt — 20-176 so" 3/1*1- , Ail _ _ I *Zo:.�7,&F4 .NawE. omisep-me, r. G,H).,..,,H,, � �,W _' ___miO"._""' - VAL40NOURC/010C -0 W. I a;-- I" I mtow Nw, ff"T"T! W D�kZ &.. PX S _R!tO A , - 11 4 Ora! _ L :U1 I , � I L I I __ I _j=^�= nvu 0. CONCRETE AMCNOFS "r._, ur L am C.1 I 31J.a1&M VY--NV � I VV , cm SORDULE ON WNN ppar-, I. _,�� I SCIVEM am SHEET I & 9) 5""KMM a 1�4� . I I if 11 M I I _ 1_J . M. _94 __ �, V2 F11 ie M 7 TWO. rra?1V - 0 . 3 r, (4>J _F01, = ] go- I A1961= ,rw ~ I(D`4 E.D. , I ! I i J 0 - �-Zhhm I I , 1 ,6 1 i V _1� I I I I I � ,-r_ WL r I �� i - � =.-, �.' ! I � Q9W.M. 01 . . -"I - - __J1 I -0 con BLOCK 11 _0 5 � - .11k. I i 5 REOUM 1 I , - r � J I 41 i I It— I t " 8) M7.v W — I --A_ ��_ ___ __J �_W� vicMc— ,.11111= —, ,==,�j,__,=__ _-7- I �Ilhm I 1, I " I -.7. —V 1 7--; of "&&VN) - I 111� I i I--,,-- ______ _... _ ____ - I = swoku = 11 V X, &"11.910=11", I �= 1063=0 �—,-- I I 1~h, I .. I V1. I I I I �� ,X!, V, � t I I ; to WZ& I I -(D d W � Th"W'. "I I I � ; I � I I I I, I - W -, I I I I � , , � � i I i ", i I I 11_/�'(0�1_ - I � :1 � ". 11(\"� 11 � E I .. I I i , ! I,- - 11 - � � I� � I armum I � XK I I I EXISTRIG I od-I& I SCALE 3116.1- 1 'It' i = Z�- 7' ILI -1 -J "W6,121.", I I RE; I � REQUIRM 1 1/2. , I - J - ___ r- �, . =11:1.11", A _ . ..... 9: SIVIR- [ I - 70a� &Z, -.- ac - ma- IT4- i . . OR 1 7, -, - 5, Z, ". ,_ I I I M fth� - , ) AM , \_ � 1�\,S, OF I CQ"CIIM A000. ��. _(i� - hlk� LL _ ...... �,,a .... I - � I � - PVC, ON WA6 (SEE SCREW 0. - --- moutmon (p.m.) $11MCIS 6 TMUGH 0, , RIJIIA 2MI V wal2twu A I T, L PUNTING --ow. *fr. =4 I . %tqr vu, AN % 4i � 0"NA, UV' ach 4 1 1 = Th, /-=' * NEW I' WIDE . WAIES . 1/6'� ED. - EDGE OWANCE � 104" tow 0# I0 ow � ,,,-- ", THICK ALUM. TUBE OR I* . _ i (SEE SCHEDULE ON �-0-0 il E I I m7ING STUCCO/ P.T1 WOOD PLATE SP%ACER f -1.1 __ I SHEETS 8 & 9) 1, � SCALE 3/16.1- WWO pa �/ � i �� , / W/ , I I � i * NEW I' *OE . VAM , I)W 0 , , I . , � �Z 1 1 h= EM couffimmoig P,T WOW PLATE SPACER TOP & BOTTOM MOUNTINGS CAN BE 7`1 f'OEHIM0 TRACK 11 COMBINED IN ANY WAY TO SUIT ANY CaL I "P . i 00"CAM AACHO" 4 44 3"'Dw . I W se"ExIte ON INSTALLARON. . .t AUM, TUBE OR I' , VWES Is 0 THROUGH 7 , i ZOW0. , if .;-I 't, i Li"irAl _ - 09=0M I Y22a. Comm BLOCK 14 WXW g 3 *EOUIREOL T&Akft 4� X61 SECTIO SCALE A DETAIL FOR SPACERS REQUIRED AT TOP OR BQTMM TRACKS TO S=Oam BANDS INSTAUATION QMLS FOR REGULAR PANELSQ) A INTO EXISTING POURED ONCRETE OR CONCRETE BLOJ;K STRUCTURES — ANCHOM MR CONCRETE SEE SCHEDULE OR SHEET 3 - CONCRETE � FOR WOW SEE SECTIONS ON SHEET 12 _4UrWWZ. -v- . ( CONCRETE BLM 1 .=-. 13, 0" Zar r M_ iREOLAM REQUIRED REQUIRED !I* ku. OYERIAP -I V*M wuz) 11 I& ! CONCkElE ANCHOW ANONORS I 1. R 11, MXAZ W. . - I E-I&Sru ON I f _V"W"X_= I- MIL � ! 1 � F I � � I i i 1-1 , � ____1 I I , 1 - - i � _�_ I � -.4- � - _1 . � i � � - L � I I i � - z I , i i i � � i I I I � � � � i I I i � I I I 11 I L I � 1 5OX 1 � ! I ! , 1 ; ! i � I � . i i I ! i I I _ s I . I I I , " -L ; � , i � I I I MAX 4 . I ----. � I � 4 , I El, t � I 11 1111, ill �'11 �! I � i ! I --a 1� I i � I , . I 11 � I � ( i � - i I �� 1, IV"& I I I I 1 H � 1 : _WNZ, I 1 1 1 i � t i I ,� \: '. I I �� f ; I I � I I f " 1, � 1. W vh� I i i ! 0 7� 1 i I I I -_ I � � �. g i I �p ; I I i ". - 1 �_ __ I I L 'i I I � 41 t- - , I -_ -1 � o � I ! I W _�_ , 1 � I � � � " " ON - � I., . I I I , � I I i I ,411�_ I ; 11 I----- ___ 9 I -- 1� I i - , I - � I - i � - . � SIR .9 _.__1____._ I ------ - I __ I � - - , - 9 if. , - . � t 1. . � I I,/ .., I ,� � I OLM _ i a I ! . i �r I � f ! ! ; .. I � I i , � � � IV . - --------- I . � I i i ; i I , ; I" ____ I i i i 11 i I I i ; � & - t i f T I t � , I � ) ; .1 ; " . � i . I . � ; I I I I Z I I 1: i ! I t i - i I - - t i z 1 1 i I �, I i 11;1 : ;1i I— - � V, � 1 1 i t � ! f I 1 � I ; , i �1 , Ii I I i , � I I I I I i i I 54iX i 6,, r I i __� 0" 1-'Z�,,J- � im, I 1PI, i -- ! , 1 � �_�_ ; OF Iii i ,�, � a-@ W-=" I, Nh,.� I! OF -L- I I I 1. 141� I t MO � i OF V � � I I _3 M� i f --a il �11177 ��Tn/,7777��, I MA, , , ____WHDft FM = RMSCHWULESWEEt 9 � I� I � � i � __3 i i FOR NS ON 12 ___ i i � I I � , , �, , I I I R � . �, � 1 � ,,- � 11 : : REGULAR STORM OffA . .1 . i I i I 3/Z_JZ& a ELEVATION . � I 3r.1 I I I ; I I I 'T I �, 1 I ! 1 1 1/4* MAX GAP i 4 1 i i I i � . . � i I i i . � . 4 � I ------- L__I ! i � 'Li , LOW ; i 11 -L 1 i I 21W __1_,J � .."W1 t . � i 1 1/4* i -I i .. I I - i � *9-20414' S.& SIXT I . i - 11 J (MR, MEOAP -I war wux* i � 414 � " I 1-1 - (91 ! W I I =it. ,�,;!;�T, - - ! � `��13�� f � �� i CWE M0400 I i _* , i I CONCRETE AKHM I - am 1/4-.t �4 i , i I - im schmu ON i E �-A_N T I --- Z W,, � -. ; == %- i SAW 93 : SHEET t) 1. J I ML _7 OR I_ -IMIME OR SUM �*4=j , _____11� OR t 1=40900OCK *1101'"M LRON REMAINED REOUPIW �6 mot No DIRECT ANR 06 IWITIN2 INRECT MDUNTING 299-A "-tp Ih . qu&UAIM inua"Am . - SECTION 10 lw-� tp�p Sr'" WJiMN, ' E T . It, e - ,<, `*` . .,. E % FLORIDA BUILDING CODE (Ifth VvIoalty Nu On* ze") P" . i S= INCROP. M 1.1" -�npw I Zi " DAM GALVAM STEEL STORM PANEL OKW W, M= FOR comegglim � - - - ED. - EM DISTANCE :i: *.. * i IV/2vw- (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - , - TN GLOBAL PROTECTION PR=CTS, Ur. am- 12-OV Z 1101EC01. — �5_ SHEET 9) COMBINED IN ANY WAY TO SUIT ANY XE a , �� IWALLAXIGN, ill _ . oarn"AF .. I '.. 41:.� 9! wrjvra"10 ftoo (954)M-7641. ox (9150011`� 20-176 �/ .V�_R= %: %/Vll_;� a Oluom 0. `111�114-1-1111-�00�_�,Tl — I =.,." Z41.11", . I - I I I -*Mi W261 .1 - CIO " 0 =3 cn OD C""'e"R C0 0 RE L. L. =3 W M < :Z M < --I a- -4-0 (D (D = Cn ICU > 0 L_ CL :3 -a 0 L_ Q_ (D Cn ICU M SHEET NO. SH 1.0 , .1 ON 4 ,.3l3 INSIALLATION FOR 3fORM 19FR6 - MLA PNAa a` P"P. -�. RM"C j��' WNSEiE A nt ��#tlY4t: ON t -atitilli 11H il tiliti. r I L 1 om_% OIL" m� Imp a 60"04 YNtLMW $a i31, !!'+'htlNl NKTB ri .smAA a auc C - 4/16Y OwlsA 1y �swmerz ON 4P7t1T 091113VIM1.11 F!1 +L.. +A. 1 uuwoN scNfouLE M. MULLION SPAN (F1.) ' REQUIEM W, 1116E MULUM ". 4 4'-a" 2' = 3' % 1/8" - i 6°-6' TO 0`-y0' x 4'Y1" j 4 + ON 51Q15 ■ ! NI " PAM6. YA`-C ib. NNFL owl No" 8 !A , F) ♦4� ,,,icy R 1. 3. k 4 IM SpA�S. AL1p a� N . W TO +80.aF: ma`s.'? [i t.PRE55LRE RATeW .e ; 'S� ORIENTED L�vA SCALE 3/8-1- NOTE. MULLION CAN ALSO B RETAILED w/O STORM PANELS ON TOP OR ITaTTOM 50 THAT rt B LaCATEM AT TOP OR O7rT04 OF OPENING (GIRT PANEL WOOD w/ WK TOP a BOTTOM) !RATE IAT1nfa - AI,�TERNAT11f>; fw SCALEO 1/4 - 1' WALL WOUNTWO ATALLA AIM 2W SCALE 1/4' s 1' i. iNSTALLATiONS ARE ONLY VALID FOR BVILDING5 WTH A.S.D: DESIGN LOADS UP TO +55.5, -72.0 P,S:f: AND PANEL'S LENGTH UP TO W-8', 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUtHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP B BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY NSTALLATION. r1v^A+t mi 11HI _-I P-hil - -�; -_1 - Z rev. Me IW i i ZE-M SPLIT STORjANEL 0"ATYSN CMMG Hit FLOOR MOUW(*M WALL k iLLiW MQUIM110 ►NSTAL+ATM - AULW.� AW ]d'�LLATMM '- &WRAME sw (SECTION AT TOP IS LTIARED TO +55.5-67.0 MAX. SCA U& 1/4A . 1' A.S.O, DESIGN PRESSURE RATING) BGMB: 1/4' + r I zv MAOP.Nw 6 �.. N6NMb RM r+wa ruPNAa �fLa aar.= wb�w3MR MtOI }�. usll�NnNC INSTALLATION +- SLOW LAW SCAM,E: 1/4' . 1' CONCRETE ANOMMS CE MVICIE ANCHOR iCi CGlCFYf[ ANLNCER SIZE SCHEDULE 04 HHM 14g (w sum" M (GEE IOC UIE ON FOR ,4D00 StOG'In SEE SWOON ON SOW IS S� 14) SHEET /15 14) t, ?,d tW. 1A 2/4y 7A/4. 3/4 0( 4/4 1. 2 # 1W/15 _' ( PaWEd CONCRETE 1 1' MM. � tl` 'M". _._ ''. -j Mac PO UM CONCRETE d W I Da L { 1 4 { 1 spy ? t NAO MU(M/+CAN (Sa tTHOW PNat) tMA7ENOR (Be PANEL) T a ASS /g J ffY � eta OM• SAVE, 1 i1fY' OZ. 'yyAV i f 11 1//aa IWt 7f4• NlMSOPNgNEOs 5/a" 1Mi. SOA6Ef6 i 4'ritw 1j1 ( bET. MM > 1 �R - { g � i y W- �NLorwttM 9 f {WE. DEUA3 1/14 f4 4 Jf I T� 2/ ) - LoatMW I 0 G Q cR - { (SEE Orms 1/14POU I 1 k I a x/+4) REGALED jLIM^ 2/4 21/4. 3/4 DO 4/4 t. 2 dr W/15 do iW/15 ALTERNATE LOCAROR t - I --..i ON LIFE SAFETY Pma I- { { wua wJr+n ate s4Ferr -Awp WrAr ON aF L (sF€ awrR r L", IIAUTAR WINS wf bN-.-.__...- SAFETY Prul¢ __fj ...•, ., r ". �..._. ._..... >. .„_..»..____.._... ,. W/0 RODUnMe TRACA(S (SEE NOTE 1 ,i .r I BiiOW) ! LAM PANEL T0.. 6E'IISTN3EO ,AS �'Iy+°' . ,//' CBNa"REfE ANGNfls f ^ EDULE IN_ UFE SAFER' STpB.+ FMN[FL OPENING SFIMI tWE Ni W�A, SWEET ,) POUND) GaIOREtE Jj(A,, TAN, ! ) ilttA 30N k1TEN0ED NIx. T °.A3EDIAd OHS I.-.T•-t ` OF ST OR %110JED FROM INSIDE %MIT 14) -�-'�- ELEVATION WALL will,I>9IING IN�(�arloN ,�fAL? kwn FLoaR�l�tl�3 Iti1SiA t i�aN SALE 3/u:_t. ! l SECTION I SCALE; 3/8" m I" - SECTION 2 SCALE; 3/6" : P^ @02q .: • 1/4 mg'f& LIFE S.: :. rrnOM. P8N(L. CaCYE'u INaT liTR'fN - . ` :. I_ LIFE SAF'EtY STORM PANEL. CAN BE LOCATED AS AN END PANE_ (FIRST OR LAST PANEL) t Y ...• OR AS AM WTEF" PANEL t WY PAPAL =01111014 IM BETWEEN END PANELS). AT a ry PALLETS. $ fAL PAS AT LIFE SAFETY PANELS MAY OR MAY HOT BE INSTALLED AWACEAT TO REGULAR PANEL. (W/ OR W/o REGLAAR. TRAM.) LYE NaE 1) /� 2. (#E SAFETYSTWi�1 PANEL CORING';$ (� D-OW GALVANIZED STEEL STORM PANEL AS SECTION 8••-6 PER OOYPONENE(1), SHEET 2 OF ORAWINS. SCALE 3/3X, I' m PFNEa. NM.LtOCWw�� ITSELF TO BE REMOVED OR INSTALLED T'RGM THE INSIDE OF STRUCTURE. ��xxufulNlMr 3. LIFE SAFETY PATS• REQUIRES 70P TRAOL( 70: BE GGMPI'kiENT tRyjh BOTTOM '[RAOR 'Ei! TI},(/r. BE GOATA @A AS PER SHEET 2 OF TNIS QRAMRWjo ✓,�y CONPONF7A�Y BE IAISTALLED w�LI OR FLOOR AdWINTED FULiOiWNG SM'10NS 1 Ak ��r.'-yy�'EN.S'�C+`:S 7� 2 ON 'THIS AS WELL. AS. DETAILS I a 2 ON SNEE7 14. FLORIDA BUILDING CODE: (NI h Y MMTT'TCOM Iona TadaD1 4_ wn. LOON MR COMPONENT S 16'. i : - 1 r2fAO WLTEM RID. IC COMPONENT QDAWCHORAGE AT BOTTOM 5 GIVEN ON - * - t SPACIN2.G20 ,%AGE fALVANRED STEEL STORK PANEL F'P,'an = '' a - COMPONENT MAY BE PERMANENT 09 REAWAOLE_ r ..' * S, SEE DETAA.S MR tNSfALtATON INTO w600 FRAME B1AU)IiGS ON SHEET 15. �'•., Ojy DUCTS+ U.C. , P 1L PROTTION1 s �'4'�{ • •, •° "� i NT SEE Ski 4 I" DETAIL APPLICABLE TO THE NECESSITY FOR THE INBTALLA'WN Of 2Q-176 TRACKS hMr � � nm y' PIroNIE tx54)N1�T51�a. � (es4%a2»STOP SPACERS AT INSTALLED ADJACENT AND BEYOND TO STLUD/IPODU &DOS_ .,„+',A,•" H/ I,fIMMO:- NAM 7.,-rod . Fa . (alO anN-uq ,a. Ck'-CSO0714 !+. w aw mom fac: -. P.E SbO.iS*wnwE/4r17O MRL101 A ui P.E. r 4N" + '. luNII 1b b x4 MAXIMUM A.&D,_ W.JM RRESSSURE R&M AN�jtRESPONDING IWIMUM PANEL LE3 9M L" SCHEDULE Awn nANv nNM Haan d"71 A.!] ruerulAYwl+i tE xO aer•nna,e , LIMIT 1n IMe +3,r"ra: A • 4. !t GLMtNaUN RSA. �NO1J iM4.. '.', l'3£E�i � N � �iNEM -W-% -a2A r-S' OR Hiss Y IA! Loom7EO + TNRU a t 7 .SSA -7u Xr-6" TO W-8' M_ 2'3/4" UNfimm 1 -am 3 a 7 486A. -72A M'-•a' W „'-2" fame 2 1/Y ' •%� R +434 -I#.O 12'-4' OR I= 3 ,/2" + � � 1L a a 10 - WLTW W IpCM-2Wer S& " a WOW Ar OYQEM a 001NOn1 OF PAUL NAUD OILYFOR PANELSit7a 6A 1AWA UT&IS AS PER SWIIONS I TIM 7. ON SHEETS 4 a 51 MA%" AS.O OEM PAESSURE UP q _ MAAMNUY ANOMS SPACNO FIR E.O.. 3 1/Y +• APPLICABLETO SEC W014 ANior no, MA%MlY P+MIEI LFNOM 1' ILL) WCON CF W-ow CALK -IN PMa13NTE F6iYP G >NIfbLMii ILUB TO COMMIE ID O� 10 tomea E To O ISOM To OCM7m w aI TO CONCRETE ToMTMAO 'W O"alfE KOM a' N/A WA W4 W N/A r Nm a A% t ( S' H" WA WA 9` 0' N' H".. 1 (1#Q}T0M).. a" A/A *A N/A Ir WA.... S` WA 5' N/A 2II9P)... E WA N/A WA 1r N/A WA ar WA ? (ilWONO +35A -no r WA WA WA M NIA r N/A 6' WA 3 # 4 (OF) r-V OR LESS 6' S" WA NIA 6' k" 0" +r A" 0" ��.��yqTtW}� 3 t� 6' Y/A N/A WAI e• N/A 4v NA B' N/A T ) P' !r N/A WA a S' a' 8" i 6' 4 a 7 POV010 WA WA 12 xrs` 0 1/4' 12 I/2• a 1/4' a 1/4" M tf4' 6'/+ a 1/4' S (�/84TT96I) SEC SHIED 10 t I FUR Aft MW YM t ON= iTM MA LARONS W1O WOW FRAWE WKW a MMMW A/:31OR 3P.LCxxi3 Aim LMFWARI EOfY OCTANCf ARE 40IG3EM ON 1155 SfSaSDIRC F'MI EA, lES5 TlWA WCICwTFA ON 931FCAL RFDUOF AMCMM SMING By MtomyAW SPACING SHOWN aN SCi w" ax TE FTMLOMmAO FACIOnk FOR HAS OPEMTON It BE POSSIOLL EYFCMD OW1NNED usaD taR 9MLL W IS tM 7rMA1 0"UM BAmula MRNMTro MR EACH mom TTPE M ANCHORS 1L'000. Now YOE 1 l!m wURN 1IVIt 1/4Y T/4. _ x/44 1 4'+ UR N Or UP•YYP OM)[-N sm- yry momm /PATIO QN A+1gA1MTaK+ {tiN444M 11mT 3 3 A... 3 3 11f7 R1aNw awMM AA4 WT 5... 3 4-tit .x ,/1 4 9 /z *XW m pIpEE 080eaq RIOIOIA 11/A' .23 i• - ,ffi 1ffi tffi .COS 31 ,d1N ,.aP ISO I FEE SCHIVJLE 1 i 1 f W aAa3: i 1 i1 tt, _i t 1/4• cD. + S/ar Low BRASS mist" S `• W/ 1/4'M-20W S.S- NS 0 0 1J4- bM EAR PFNrgi LrTWM UP M 5'-P" ANO a � I� fM LBNDnW EM W a'-r Mex M �14w#0 PwtN O.pR PLL5 0 ,2 t/#NMRE PAfWLWftE /2" 0. C. MIn1 R � �a YPth1EOF5w t ,. I ALL Low Ns W 10 p;r Mm. jQ AE1'��] AY'j� �.ACLQ WAZ E lt4IE9? 1, INSTALLATIONS ARE ONLY VALID FOR SRLDWOS WftH A.S.D.. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP To W-er, 2. FOR NEW WOOD FRAME CONSTRUCWN: WOOD MEMBERS TO BE SOUTHERN PINE ND. 2, W/ SPECIFIC DENSITY OF D-% OR EQUAL LIFT,, fLWM or SEf YkTFLS TOP # DD7TOM MOUNTINGS CAN BE COMBINED W ANY WAY To SUIT ANY 04STALLRTION, rs3 5�.. I ...A ki. L- ly Lek :.• _ 0 A i .,+L_. x � =.=0 ,.. k N3 ,.:. ., 4 41. ... 4A1 • ti". SKr' �: A ... . . a� 11��eA�Ilia . . f l� ilw Wr 20 t 6Al VAMlZE11 STEEL STONE PAWL EN ORAMN M: ZEAL M4TECM PRODUCTS, 11C. 40°.KESIJaiLIW PIIdC [ 4IOIo-TS+s. PAX: (+50101a7» 20-176 ALTERNATE AT ENP,W�EL STSMS O EVER OVERLA f12 1/2' 0. C Y(T HOLD PANE Mm. 0 3" M: GSE a) I/4` j t1 SCNEOIXE 1+ JIi j-'1NTEtaOR PANEL L--END PANELMFAT.OR Q 4--3" Ah#2MICOR irk FOR 3.� 12 DETAIL ? % EMIR MOUNI[HQ INSTAUI TION MUQBLE_iQ ACHEDULE SCAB 3/ta" . 1' MAXIMUM A.S.D. DESIGN PRESSURE YR�, IND (jhadj AND CQMEQNDING MAXIMUM PANEL LENGTH W SCHEDULE m c . IAppt.,pEA (ITa -_ tFnTv,N¢t a 2 �LYre.s 1EL?me.iffF:.3dET= _aTLmM PA mm mwhqim x5m, INCON OF W'-SRP GLA-01 7JNMWR FEMALE. 0 moon", Wa am"O PItE8f-t Ram N E LY O EfE' W CdNCmE'TE CMIOCEM7E GONfAEFE CCICAETE.CONWICIE , - -wr - NAXYUM PAME3, !lTaalHf 1' (1ti) SS,B. -720 N/A N/A 8' N/A 6" WA 8` 1 N/A 1 & 2 (W) 5-0" OR LL35 B' 7' 8` B' 4" B' 9' 9- 9' a' I (BOTTOM) S• N/A N/A- -, N/A 8' N/A H' N/A E• N/A 1 * 2 (TOP) +59.0 -72.0 R' b' 7 Ile 9' B" T BOTTOM -0' TO r-8" +5!Lu -72.t . IV N/A N/A NIA '.. , 6" N/A 8' _ N/A:. 8' H/A I AF 22 ) 7°-6` TD $.,5.. g+ ._ B+. 6. , B' 8` .. 8. 8. 6. B. 1 too ASdpa PR4S+AtM PAfela r I (SRO a a/r W. raw TOP a, /NNE'/ M A MW { 3"4M1.. AIM WP W AMCUO APPLICABLE /E � co i3F THEN MAAIMU FANE� Lt2NGIH Y` (it) T { .2 -614 .. 3' i 3".. 4 T 2' '._. 4 I. 2` 2 (BOTTOM) 7'-6. OR LESS +slim-Li6O.. 3` 7 3" a" 4' 2 (601TOM) 7-•6' OR LESS.. +SSA ^72.0. 2 1,/2" 2 1/2" 4` 3 1/2" 2 (WTrQW 1--r OR LESS +550 -7SD 2 1/2' 2 1/2" N/A I WA 2 (007TOM) r-6' TO 6'-0' +550 -72,0. N/A N/A S' I 3' 2 (Bt mm) 7'-8' TO W-8" Y+1tlMA1 ASA, Dow N wi.T WA' y�. aL (NY SLt7oo A� N4ae _Etc W_r Ix 3/4" LAaSUTa SEE SHEET 15 FOR ARCNORS T1VE It SPACNa FOR INIMAUJT0N0 INTO WOOD MAX SU111W EWNIIA/ AN/CNOA 1WADINOTi AND iaNADRA amDSTAFttE ME MapNaEO NA ItFS SW,O.f1M FD. Irsa tHw [LLxCA1EO oN wlEraat REDUCE mom SPA m atFAATESN110 WACRIO S/IONM1 atSGRLIILE aT THE FOILON/IC FACfORs, fm T+OS OPERQWFI W BE POSRKE. REDUCED WACW MN✓flEfi two 1MCWN SH&L. NOT BE LESS THAN MWMLW WASWO INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LOOM - - NMaa1DR TW' 9 P / 4 1 ' -/4" 1 1J4S 1/4'" 1/41 MRfIN W t_Lt-aN CYa»y iR. ANONON WAW 3 3 3 3 2 in4_.hami (hi a i 3 3 S Ra API auk firm 3 3 3 1/2 I V2 4 a17#IB. CO. :9 IMIa1gE } tA2' TAD - 1bN Nu o ONLY FOR Pmas (t)& 11 iiA miALLAITON4 AS PER swro S 1 TNRU 1Q; ON 51EETS 4. S ! 6) MOXMIUM ANCWR4 WALM1a FOR EO. • 3 T/2' •+ AS. OEM I VWWK trF TAP -OF CN9t-N! 0ANOLM ATE FEMALE is PANPd.WTE PLUS som SET APPUMW TO SECTIONS; If f' M1N4" PANEL. PRESSURE MRYO (W) W OONORETE 10 CONCRETE BLOCK 10 CCNCom TO WNr 4E TO CONCRETE TO 111 ATE TO CONCRETE Ta t ToEONORETE TD 1 10 CpNlX1ETE W C ANY COMBINATION OF THEY Loom In') 6 N/A N/A N/A 6' N/A 6' N/A 6" N/A N/A N/A T (TOP) 6' 4' N/A NIA 6' 8' 6' $` 6' 6' N/A N/A I (BOTTOM) 6" N/A N/A N/A 1. N/A 8' N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A. N/A 6' N/A 5" N/A a' N/A N/A N/A s (BOTTOM) 55.6,-72.0... a' N/A N/A N/A 8`.. N/A - 6" to/A 6' N/A N/A N/A 3 & 4 (TOP) >y' W 7U W-e OR LESS 8.. 4' N/A N/A a" a" 8" 8' 8' &" .. WA WA 3 (B17RDM} a' N/A N/A N/A a" N/A 6 N/A 8. N/A NIA N/A ?..crop) a' 4' N/A WA 8' S' 1 6' 8' 6' 61.... N/A N/A 4 k 7 (BOTTOM) N/A N/A 1 12 1/2' 6 1/4' 12 1/2' H 1/4" 6 $/A- 6 Ile a 1/4- S 1/4` N/A N/A 5 (TQf%BOTTOIA) - 500, -53.3 fi/A N/A 12 1/2' 5 1/4" 12 1/2' 6 1/4" 8 1/4" 6 1/4' 6 1/4- 6 Ile N/A N/A 5 (1'OP/BOTTOM) A '-W TO 11,-2s. +65A -7LO N/A N/A 5 3/4" N/A 6 1/4" N/A 6 1/4" 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (TIP*/BOTTOM) '-8" TO 11'-2` N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 44 1/4" 1 6 1/4'.. 5 1/4' 0, 9, 10 (TOP) 43.H, -48:0 a N/A N/A N/A N/A N/A N/A 6' 6" 8 1/4' H 1/4` 6 (BOTTOM) 12'-41 OR LESS OR LESS H" 4' N/A N/A N/A N/A N/A N/A 8' 6' 8 1/4' 8 1/4:*9 {BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 1 6 1/4` 6 1/4" 1 10 (BOTTOM) WE SHt' % 10. 11 AM 12 FM ANCHORS TYPE a WADING FOR INSTALtAtWNS INTO WOW FRAME WILOOM AWMXIM ANCHOR SFMICNaS AND LA948R)Y ,DOE 06TANCE ARE NDKA7ID NA TNIa SfHEa1A:E, FM F.Q THAN INDICATED ON SOHIDIAERECUOE ANCHOR SPACING BY AAA,7IPlx1iRA iPACIW STWWN DN SCEDUIE !M THE fWDWND FM61ORS. FOR THIS OPERATION TO 1E POSSIBLE. REDUCED SWM MAO" MIND WWR SHALL NOT aE Los THAN 1ANYIAN WWA4G OW AIM FOR EACH ANCHOR TYK AT ANCNO S LEGEND Awom Tft 11471 _ 1/41" 1/4i 1 4'• 1/4. 1/*'* TAPWlI #TILT M1--CAP OW-W SOM1JD" Mt AMOAA SM4pq 3 3 3 3,... 2 1/1 3 l4 o.+"m p MHd4 (AI,) 3- 3 3 4/2 (x.AMNN "OwarrA" el+A tM1- S 3 3 1/1 a ,/2 4 3.4 AgmtoCslc aW/1aTFr! F A •M T O R _ '. +A70 1.Oa EDP iT N :1 .+ hl +. 11. I+.'4 . - + . � +i :4L _✓ 11 . � 'T 1.+:. a� 1, INSTALLATION$ FOR ALTERMTWES 8W, 9W & TOW ONLY "D FOR Bt11 w4s WITH A,SM. DESIGN LOADS UP 10 +43.% -48.0 P.M.f. AND PANEL'S LENOTN UP TO 12'-4' 2. FOR NEW WD00 FRAME DONVIRLIC7IDN. WOAD MEMBERS TO BE SQUTN€RN PINE NO, 2, W/'SPECIFIC DENSITY OF US OR EQUAL. TOP a BOTTOM MOUNMOS CAN BE COMBINED IN ANY WAY TO SUIT ANY iN ALL eTION DETAILS FOR OP ON A t FQfl LIFE SAFETY ST-QRM PANEL SYSTEM 1/4-" LAG sa1L1n r r ar W INIQ EXISTING WOOD STRUCTURES Ilk 2 { - [ 1 1�flAlE L I EO � RPl>VM v 12 72 Al URi OVE 1 ALTE N$ ATIVE 2 1(NRR1 tsE' ai, I/t4) { :TaO)aWs!71 as, y SEE - ,MAMA.LE #. sEPARAnaN iP. 3 } Ea ' : {�N�, tI REWQ$a tt + i- { ' i {{,, �� 1 1 MlOIAMIEa • I� ir5 t i 1 _ tY , y 8 A ALT [jN 7�py EWE 3 ALIERNATIVE 4 RECOMteO v. T/4+ tA0 SORLMS • Y O.0 WJ t 1J2' �'• TNT Pt'NEtPutaw aR •� II 1f4iAAajh' IDFW � WIBICIOW/ x 4Y-20A2' SS 4.5. • 6' O.O. OR u4» PAtYUAttE FEMME ID 6R ALTERNATIVE TO WOW WOQp .FRAME CONDITIONS $ANCHOR QQT�IONprKnumom RLA1E. NOTE : 961m two w" SIHOIM+ MR WRTY WALL MQUNIING iNST' T10'16 T FLORIDA BUILDING CODE (Nigh Wocilly Nur cone Zons) E am TA.1EOa, ere. 20 SAGE GALVANIZED STEEL STORY PANEL M i ST OF -•. ,, INSTALIJDHMB ARE ONLY VALW FOR BADINCS WIN AS.O. DES" LOADS UP' W += -72.a Pe AM PANELS Low" NAP To a'-e'. -C••, �MrE '-s90 fi p _ �. p/.1I►" /� A1' 1 IG O BAL PROTECTION PRODUCTS LLC.. A lnl2e/zm4- IY.TE: 2. FOp mm MOOD fRMLE Cp✓gR1I1C10AE M i1M1 1D lE 89UI1$Wd PRR N+. 2. W/ SPECa1C CONSENT � D.NI aR 1,WlML y s � • • •• • / AAriArANAM Y /IOC. N00 S,MI. 0I SR�T aFMc Nt 3.R1t4 20-476 tx1+41' "r...!" aeet'mm�N .. Fe4aM (0 OW-7S4A FAY. tx34)W M-8W iMAAb10 N+: P,E. 9FM/90lA1TIREIW3E WUEA TWJN.,. P-E. Ma» .....4. M.... � Has + '- SfaET to OF 20 N N L U N Q 0 .� U IZ cn C O _ -0 E ty � 0 .=� cn /2 C rV 03 Lu tz 11J c2 C� U cn o CD CJ J M N m a x E d m Q U s cz C3 :� tx • Trs s" c CD CD _W O U) C U c O 0 Vr��J/�� W w Q Z Z Q J SHEET NO. SH 1.1� SECTION A -•A SCALE 3f1Hi'-1' MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (M)MINIMUM SEPARATION PANEL RATING (P,.a.C) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 W 51 2 3/4" UNBOLTED INSTALLATION DETAILA EQ8 QP110N #2 FOR LIFE SAWY MRiPANEL SYSTEM INTO EXISTING WOQQ 5'RUCTUBES Tr it 1€ l l WOOD fIiAOER =.,.6 ''"... NHEYTER H,FAfER P r' WDW �""pcc;' HEADER A°. IREO O 'ELFIN - 7 J4 s TAW:ON O 8` O.C. f 4Y TAPOON 4 e' O,C, T 4'A TAV60Nf HA I' O.C. 1 4^I TAPCOM Q e' OR. `li 1 f NM4. THREADED t i WN. e'` f TNIVEAOEO tt1PF.WEh ' PElR7RA27�N1 T 9POLXN T t�11'0N AT Yf000 PENEIRE N A / p`O00 / ,� PiAiET1fAT10 � PENEIRA AT Tf0V1 WODO r f t 4 I } a - 4ffADER y `y f HT➢M 4. F ; HEADER , 1ff;41EN A 1J2' ? tY 1 ) I } 1 • tF v_i S tr i t t I i I pc15lI1C N1.+ 9LAA.MipH # � €% ,IRO Net saAAmoN i lNPM: OIMiS -(yam Y_ t1fESaEENE i I PA NEL LENGTH ism MOTE T BELOW) CN irWt3 fA) i 1•'Mp.. , E NOT LFX/OTEI Ili tM i V j r PANEL LEIMni ! (SEE NOTE I BELOW) � GE7 *iSNNC. R1 pw"p/A5 __.__ry . -_-. _..II NETT NOTE / BEIAW) dL #R,ro 43Mh5 i PANEL LENGTH Isa ' TaL saNm 4e j I! _- tsEE NOTE 1 BELow) OM YtRT.i. :' i 1 I/4•'A-i+,9• -Y- ♦ 4 i I t 1 208 .- N M.S,�AT _ -- 1i1 I S/8. MS; W ! I �� I 7 -A A 3 /e # I 1 I �4_ N1M0 NUT NO NLlT f C 1 T 4v APDON i j I a I + eD.wf12 k // I MOT. TNPLON A PENETRATION AT I MIDWIDBI OF PLATE' i 41) + (� Hr I i 1 I' i ' ` # I I 1� I I I �{ %. I, .. CONT. ! ,, s .,t IM IXx(1. - i - ,-7/e"Ax3/32' wINMO NIRT t - 1/4'0-2QW4•SS, US. W/ d I - # 7/B'itiSrS!` W6YI No � x W32• WINO NUT I 1 F j 7/a9 i s/32- ME# +1 TM/SIER a Iz T • o.C. WASHER 4T /2 1/2' 0.G Al �t,s/z S 'pusNxn #tIEpNO14', LAWAN O r OC.THREADED TAPCQN O C ac, 1 ' ISTAID) `k1 W/ 511II) =�I MM. OF pim # OF PLATE AT YIOWOTN �A I t. e • NC00 PLATE • WOW PLATE • Woae PLATE - WODo PLATE NEW mw 0 MUM IS SCARF 3/A'.rt" SCAT ve-1` SCAa 3/6'.," SCALE 318"-1" Ilj �4ia,... R1Jr FLORIDA BUILDING COD t h Mel I 1. NNSTAUATIONS ARE ONLY YAM ,MR BURDINDS WITH AS.O, DESIGN LOADS IL E N oC NuMiiand Zone) UP TO s. - 72D PSF ADNa PANELS LE31GIi W 7O 8 8. f5.5 ,. CLPTO rntEw, WC. 4 1. fP. N0, * _ 20 RAGE GILLVANQEO STELE STORM PANEL pp�N �. 2. POE NEW W/ SKC C DIAISTTY ON: CARS O EOLI RS 70 O $IXYAHBfN PINE NO. 2. W/ SI'ECff10 DENS[TY a' O.eS OR EOIML MOW PROTECTION PRODUCTS, UC. 11 ,4�Y F«e. 4efp le. t, 5ORiT TRAPaw >< sk vnexw a taa n aw, F cwN W4)m-mt& rA1a� fndpHn-Bm 20-176 yi. FSS10 pl's., //IfNi {I PL CA-OOOAt\ -,r rx.nN, Mt tPPr M mom NR N11LiFD A k., P.E I- P IARtI n OY ffi COMPONENTS FOR SERIES 2000& 1090 E-Z HANG STORM PANELS (SCALE 1/2-1") 23I1' (TOTAL WWI) jr.-..-,zas0'��'( 2.5Bt^-•. N)- f --t SSG'-- e-t '--, F i i r 1.350 -•• .ION �t _ >' y - - OA38' MW. TEACH / " HERO � .07D' 2,`�• 3.SOb• Z.244' i LOTS• I ? 2:500' rr iYP. ASAP AA^u'i3 \ }J EWWAR. � k 24M '2 -_.! ATONED �I +`R12°� i --------------------------- ., _..._ q STORM PALATE .2 - L_ z47D _ ___. I 470"---•i? QF REVERSED TRACK MYER= 'IJ" TRItiI"41S FVAZF?'S.T3ND iI' w_. W/ HEMMED EDGE. "-. ✓ - - " 3O.oB' t Air. 3.750' ISOMETRIC VIEW DETAIL A z GILD �'• � z oaD' ROUNDED CORNER O ENDS OF PANEL'S END UP W/ HEMMED EDGE w �K PMEL 114ANCER 3"_"khlstic. 6I:LiMA_6N1 1 1 4 WIDE 6061-76 Alum. ALLOY I INHI IMH 7S0' ASS- #TYO-) V`�'.l �.p�`•jJ� ND.44167 `--a.iSD`------ *; FLORIDA BUILDING CODE h Velocity Hurricane Zone. TE OF i °�'° °TgD Nc r.P. 20 CAM GALVANIZED STEEL STORK PANEL oAwN f 3*x3` M ALUM. ANGLE NAL ��P �' �% ANC. OLO U I RaTf.CTION PRODUCTS. U,G. °r c Lfl LING N"I iFHINMN ?` r' 4M V ll STREET 20-176 D063-TS ARIn. ALLOY • w (NM) F�iae't4e A0-1r+A'r MMaA, Np, PE, °�./Nar94NATUNEjNKTE. G-OmMitp wxli WYFIA A ,k T'L fla„wMH.. r rt.w • "'b'*'t 4 " LNEi 7Q or is III. . And 5 1 SCALE 3/8_1 1/4•P S% 10 a 10 FOR W6 LIFE a MNLy1M! 7WK two two p110, sPAeMo FOR INSTALLATIONS W R eIb WOOD f kN SPACIM AND, MIN"m ELCC 0R'TA4M AM IUCATM ON TNR A am SPACING 04 x a �. •''rt r -mist mAPr D.w,Me {kT SC8 141 M I= THAN INDICATED ON MM1£"WI, 4.0 WI {P,ry iF,et B� ,•'' 5CIRDAAE MICE 4NhiOR sPP4TllO 0T "Twom SPAtaNG 4TIOIY11 ON ri1W�1LL AM^ I& �� BIOlOR 0, THE iOLtaNaND PAL•VOR& FOR LOSS TO BE PO�kL.E, REOtA:N - - IM 1tY � IOPfFVA'gll OBPIXD NI&Fq iALTOR 511YE NOT INBpGN U0AcCH TNANCHOR A.-�up H/y- ._---y:,.-.- �°% IllPO MR TOE 04 RVAE 3 i/4'E4R{Mei: 4- 7APOO N ANGHM 4 1/L' OG. M,S 0 NUT WO 'i -.. f { 'y 3q 1 TXi+CON 8 .G ,:� 14 P T O N1" 0. .: Hi O. APCON C / 1 "9P { s 1 2 1N. 7FI1 1 1 2 t NMI. /.... / .. ,.. M EARED /7tIRFiItJO PEiKTIPN AT TDO PENETRATION AT WOOD HEADERHEADER 1(.. f/2• T JS. t r 4" i A' 1 i fit', -v s SHEDDER i. / i + WOOD HEADER ;r U �ke i U' € BEWARED R1X1 HED `- t t , IS. -ass I 1 � zi#ROaL PANEL LI VIE PANEL LENGTH NOTE. 1 (SEE 1 ) NOTE 6N 1 I;SEE Dfl.0I4j1 ( BELOW) .# T 4"h20xT' !t4 / - i DLA55 I i WINO N41t. "''� f 7 B`P w 3 32` d 1 T i 6' F 1 I i ) I � # ' 6 i 3/32• WIND NIT 2- 4. W000 7/8'e A 3/32' YANG NUT REOINRF.O IYASHER O e 1/4- O.C. HEOLMED of I VASHFR O (BEYOIMI) ; 3}+ ;. f N I In i I'o �' , 1 #14-10 PANEtiMtE § I i 114-10 PMUNATE 1 0 8 t/4" O.G. W Tpl 6 f/4' O.O. W 1 7 N1 :[ MAD. MIN. itHRFMiO P 4..1 } ) AT MIDWRFTH OF PUTS , i >} ' :Y . ! I AT AtHDW1DTH OP PtA'IE . -L.# A `^ WAIL MUt1I Na I10g7A4I •rioN 0 HUMAN i, YMAFp 11y;(NNN4b ?�r' EAWA may, *, r SCALE 3/8'.a" SCALE of 8"•cT'"` tU(jiV, FLORIDA BUILDING COOS (High Velocity NuNT(OOne tofu NO 44167 wm nmv:. 4ax 20 GAGE GALVANIZED STEEL STORK PANEL f r. 1. �. ARE ONLY VALID FUR SULONGS WITH AS,D. DESIGN LOADS UP 70 +W-14 --12,0 PSF AND PANEL'S LENG7N UP TO V-8". $ ,Pr Ar mJ»J4Am AIL PROTECTOR PRODUCTS, LJ.C,. DtlE -O�•, S RITE ._.. � � C Q 2C FOR NEW WON FRAME CONStRUCTON: WOOD MEMBERS TO BE SOUTNEPN INC. 4em S,M. 4i s11IET (%Ny' QRTti PINE NO. 2; W/ SPPGIFIC ODSIIY OF OM OR EDDY_ : .• r'C' •,•..: xs N,I�41.4w>mWlawoP®e�,aanw Padfe WaII)w r.,+4 wm,IT-. (mmm-aw 20-176 OW,fe+F Nx I/h FFNNNI Sat/904tU.R/OR,C TMN.t9! A TAJIi,Y�PE, WW - - aNwT m a as 3`/24 4a #SEEN qt� BD avD I w 4'/24Rr ^ i�� a W/0. `},. ' To t9FE MOLE 2.11E1AW) 0 a % 'E' 4D4--v NETT. NOTE 3 I.�G �W/ oR w�. © .,.. ,..uu.•......- .,, - .._._,_ 1DF •LAST PANEL TD BE R:STAU= AT EACH OPO'ANa S�ANAT"S PROALIE7 W REAR HIN'9CE TO FACLPA7E AI LM _ ff ttTFNOFD TO IRE INSTALLED FROM SOIL 31W . I' PKKIDE OF STRUC'DALE SA4E - 13/3A" PLATES (1),.. tlumrw.,OF S£?2� 2000: E - 2 FAAAxi STORM PANED, svST€M CONSISTING OF POOL +. O4nt. NE T1VM}KS TOP �TTOM, (2). (r PANMg5 SHALL ALWAYS B£ CONNE4?ED 3O B0Ff0At TRACY OTFiMMSE A STOP BAR (8} SHAU BE. PR04ADE0 AT '(,OP OF SUEH PATIF.LS. (3), 1F END PANELS ,ARE CONNW= TO liy M* -TRACK, DONNECTION SHALL CONSIST OF t/4"h20isS/4'. NLS. W/ 7/B'Ax3/32 1400 NOT OR 1J4`Ag814" Min. THUMaSCREW INTO TAPPED BDTIOM 7RACOE LOCATION OF FASTENERS MAY BR AT EITHER OF'IW+O EXTERIOR FLAT FLANGES OF END PANEL, (4). IN CASE THAT END PANELS ARE NOT'CORNECTED TO BOTTOM TRACK 0- A STOP BAR IS ONLY ISFYI AT TOP 47 LSAYT TWD WICIS SINLL HE CONNECTED TO BOTTOM TRACK USING SPECS INDICA ON NOTE (3) ABOME. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MY OCCUR AT AHf PANEL LOCATION, (5) SEE SECTION 1'. 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25. 2724po- V/24 I com fI.TE A0011 6 su"Imu am $11MI B{• .� : l t rt t� _ Nya 4 Il4f!S 8IE{ATO r 1/aR. 4 BELOW i 44 X -V • UST PNNEI. + To 1£ INSTALLED AT FAG OINDYlO ALWAYS BE PROYI9i0 W) REAR N,FXRE TO FAISLITAIE xNSOLL#ROloif IF INTENDED TO t I tlNSTAILED TROLL INSIDE OF STRUCTURE. - //4- m- CAP Im. m- W-1, 1 1 #DIE 3/7 - f' (1). OEFINM'rEON of Sm : E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL + t. TRAGITB AT TOP It PIVELMATE PLUS OR 18 LOW AT eDTtOM W/ RAdELMATE"X . END PANELS WAYS E CONNECTED 0 - W.. {23 SHALL B ECIEO T Su A13. BY MEANS OF PMh'I.MATFS Ot, I' USED NTLY/ W/ 1B` LONG q(2ryNTRACK A7 B" END PANELS SIMLL BE GONHEDTED TO� W IA4"N SORE/�4Itf.& w! 7/8`YNx3( QC As q G w �i/4"`A-�0, ��pYTM)In. THUNNSGREw RiTO TAPPED S3) Ekq (3) FOR CASES WHEN END PANELS ARE USE JOINTLY WI 1B" LONG {g} AT CM BUT ENO PANELS ARE NOT C0NN6L'TEO TO BOTTOM TRACI( , A STOP BAR 5AiY.t El£ PRE AT TOP OF SNb1 PANELS. (4) MMOOUNTED TO rL SILLLL INSTALLATIONS WHEN END PANELS SCRtE�. ONE ARE INTERIM PANEL yyMYTWO BE PAANNEMMY SYFOL.LOWITRNO AT ON ON AND WTRAGK3ND8/w2RAt1 NOT NEED EDGE ro GECOEWECEFD OTHIS TC ME,tPS. TRAGIC JOWLY5 E � M)LSTILiED SUW THAT ADJACENT PANELS LEFT & RNOAHT SIDE OF MVE THEIR OVERLAPS RETAINED BY. T INTO AXIS 1 G POURED CONCRETE .OR CONCRETE ALOCK STRUCTURES 4 IAPCDq ANCHORS jL4- TAPCON ANCINOS POURED CONCRETEOR POURED IbNTAf7F NYJOIED BLDCKI ,I OR 1 } gQe '` # ; f # E.D.• � j I 11$77- 1p yi a Ei�.•y�{ spy t/�$- if/V- ! E E.O.• { r �'. E.O.t � F 1 t k 1 # 14-10`1 PANE WING UT RING, 1p#„OS WJ. 9/Sz' WMta LACK WASoiER 'yfs'ti x 3✓3Y w7N0 rktt VtASNER. b 14(A" O.C. {6EYON0) e- REQUIRED REQUIRED 4 11 LL,R371ON SELR OULrR FAMEL 0 UEE SAFETY FANEL SCALE 3/9•=1" µF AN7Nx/y SCALE 3/g`rt• Alalwt TW1L m SPACING r°a SIALIiAnuI . =VCENFl14RE «AI:mNO. INK mom W*ma�MIS 8NN31cE ArmMRN{OMNo. 44167 ' s=OP+tNNCE A a aOAffiO ONTMas 1Tnep�A>rA LNPm,I, O,d 17ARIDA 9UitDN4C CODE Ni h Voloef NUPriDane tonsSOVD1AE fGN E& LE35 YDiAN NWOA7ETf ON B.0 4PNJ 0ar,11 b,,A lk 7 *' - _ o SL1F,m, NK. sCLmyv EMAC NA'K By _ : = 20 GAGE GALVANIZE.O STEEL STORM PANEL WXTR'LYR& slwcw0 N4OMN oN SG�M:E XGUIL 8�A QOOE Laoac9 1910RRE �. ATE .• ccyr ,,..� RaewnR m: BY ifiE OPEPATgNOLT[aOWMRIGPiaASOyyIpBLeF[SA. LHTH'a'Txa1 MSTAI+IMNC4LA GLOBAL PROTECTION PRODUCTS, {1G. m/aa E,-"'m NAIL OmD OxwWM T1AN TO ILECONC. x4r. AI. HR'dT,N1 aaPAM.R >Jar IINNIF> {4a4I0PP-tMb.. NAY: dzks4Mee-e:7 2D-176 ltttt m-,* , CWN m-,m - - P,E. SF±,Lt9iCtIN111fiEt0.A1E PArir rc ,°° WIaWN Nw WN.mr a-aooET�.°�., PLC a .�., P pNiar ft pr is GEIIFRAL 107M VALID E--r HANG STORM PANEL SYSTEM L E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLMTNON DOCUMENT (PS-0) HAS BEEN VERIFIED FOR COMPLIANCE I4 .ACCORDANCE M THE 202D (71h EDITION) Or, THE FLORIDA 13UIUXNG CODE. DESKFN L SHALL BE D 1620OF THE E WINO COOS AS PER SECTION ABOVE MENTIONED COD FORA WIND SP- AS R£ R Y !ED OQ7 ED BY THE WHERE 714ESE SHUTTERS WILL SE NS'Y D AtRT ALE,£ T- EAR A 61RECTIOFMLffY FX lTU,iO U - 18 AND HOT Fx THE MUM O. G7OR .65. SINTM A.RCE SHALL GEED (A.S ) DESIGN PRESSURE PATNNGS fNWGetED ON ;I,6 26. SFHEETS 8 IN ORDER To VERIFY THE AWYE CCNNOIT", ULTIMATE DESIGN "N0 LOADS DETERMINED PER AM 7-if :SMALL BE FIRST REDUCED TOAS.D. O£N WND ,dAASBY MUTYMtTH EM 0.8 IN ORDER To TO COMPARE THESE W/ Mx. (A.S,D) DESIGN PRESSURE PATNR:S RJLNCATED ON"SI,EEIS 25 MT 28: IN ORDER TO VERIFY 7HAT COMPONENTS AND AN04M ON -FAS P.E,O. AS. 1£STEO WERE NOT OVER STRESSED. A WX INCREASE IN AL40WAINE STRESS FOR VOW WO" WAS SM USE IN THEIR ANALYSIS. FASTENERS SPACING 70 WOOD HAS BEEN OETtRMINEB IN .S F ACCORDANCE WRIT N,D 20 S. THE ABOVE MENTIONED CODE AS PER FENESTRATIONPANWS ADEQUACY FOR IMPACT NO S TESTING LABORATORY. I - REPORT I' 2RESISTANCE HAS BEEN VERIFIED IN ACCORDANCEPROTOCOLS TAS-20WITH, SECTION 5, # TAS-202 AND 1AS-203. 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPD" ACCESSING TFE OPENING FROM THE INSIDE %O THE USE OF A LADDER- OR LFT_ THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE. PERFORMED FROM THE INSIDE OF STRUCTURE. 3. SERIES 1000 N6TMLA7ION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF '5TRUCIUR£. 4. SERIES 2000 INSTALLATION 15 APPt10ABLE It SINGLE AND DOUBLE HUNG AND HORIZONTAI. SUDEBS SrdE WfN TOWS WHEN INSTALLATION 3 :REQUIRED TO BE PERFORMED, FTW THE INSIDE OF STRUCTURE. 5. ALL ALUM"LXTRU 6E N.. iTNTNS TO ..-78 A)1.0Y D TEMPER, - OTHERWISE AN (UNLESS NOTED) 8, ALL ALUMINUM SHEET METAL WSW AT CLOSURES SHALL HAVE 3105-1,114 AU ff, 7. ALL STEEL SHEET METAL PANELS *W-L -AW STRUCNRN. QUAWY STEEL„ ASV A-03 OW44 50 Min., GALVANIZED STEEL DESIGNATION W/Fyr 58.5 Dal (AFTER ROUED). 9, ALL SCREWS TO BE STAINLESS STEEL 3W4 DR STE AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER .DIN :',NSOIS W SO Pel STRENGTH D 00 ksi STRENGTH & SHALL W4, / °DEED TH AND T€NSLE L COMPLY FLORIDAFT.ORtDA, BUILDING CODE SECTION 2 i i 3 3 ! BU * BOLTS TO BE ASN A-307 GAUVANYdSTEE, OR ASi 304 SERIES STAINLESS STEEL. WIH 38 RMdMUM YIELD STTTF40T. to, ANNCTHORs TO WALL SHALL BE AS FOLLOWSI (A) IQmmm� mBED TAPCON ANCHORS AS AMNNATUEOBY LT.W BULD%A(NIN.M=T.2 P y ) s- 1A X 7/6• cxu(-lN A�I, AS MANSACURED By EWAT INC. ) - /14-10 PANELMATE FEMALE 10 & PANWANIE PLEAS ANCHORS. AS MANUFACTURED W ELM CONSTRSIGTK�Ft PRODUCTS. At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 131e AND 2" FOR PANELMATE FEMALE 10 & PANELMATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4'0 )L 7/8' CALK -IN. ANCHORS SMALL. BE S 7/r INTO CRNCRE7E. NO EARIEDuENT' INTO ANY FINISH MTERNL. SHALL BE PERNIiTEDL 1/4- 0-20 SS SMALK BOLTS. USED SMALL BE LONG ENOUGH(SWOULD ANY FINISH MATERIAL E TO. LNGAGE 3/4' INTO ANCHORS. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON TNIE DZITNO WALL OR FLOOR, ANCHORS'SHALL. BE LONG SHOWN TO. REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. .ANCHORAGE SHALL, BE AS WWtWD IN A,11) ANO IN A,2), (B) TG F),'L5'UNG wm am 2$49;>;^W AI 1/4 a TAPCON ANCHORS AS MANUFACIVIIED TOY kT.W, BUILDER. INC, 1/4' a X 7/8' CALK -IN AHCHORS4 AS 41HUFAC7I/RE'¢ BY OEWALT INC,(f M 11A0 P.t,1.) 114-t0 PWSAATE FEMME R AND PANNEI.*TE PUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRI)CTKNN PRODUCTS (Pm-2011 F.si<) F R1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMTE FEIIAAAX ID & PANELMATE PLUS INTO CONCRETE BLOCK S/MNL. EB 1 T/4" 64 MINIMUM F 1 4 0 is i ) € � HORS SIKI BE 15 7/0-INTO Ofk.IGREPE- FID £MSEOMFRNY INTO ANY i'1FI541 MATERIAL MLSiLBE PERMITTED. T4' 0- BOLTS USED / 20 45: iSiDEWA1K SHALL BE LONG ENOUGH#tOULO AN#INS# MATERIAL )TD ERDADE 3 4' / INTO ANCHORS: B,3 IN WE THAT PRECAST SRRN OR PRECAST PANELS N CONCRETETRU TU F�H4 D, - TINE PANELS WALE, ANNCHORS StW1 !#E ET)NG ENOUGH 70 REACH THE LAWN STRUCTURE BEHIND, StlCtN PANELS. ANGaHaRASE SEA S MENTIONED IN 8.1 MKS IN B. (C) ANCHORS ; N BE INSTALLED FOLLOWING ALL OF THE RECOMENTMTKSNS AND SPECIFICATION5 OF THE ARCHON'S FACTURER IT- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRU.CFIIRE WHERE SHURER IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SMALL ONLY RE ATTA .S TO CONCRETE, .= OR WOOD FRAME BUILDINGS. 12. THE iN57ALEATION CONTRACTOR. IS TO SEAL/CAULK ALL SHUTTER COMPONENT LOGES WHICH REMAIN I4 CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAUL( AND SEAL SHU`MR TRACKS ALL AROUND FULL. LENGTH, t3. STORM PANEL INSTALLATION SHO L COMPLY WITH SPECS INDICATED IN THIS DRAWM PLUS ANY BUILDING. AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 14 X71ILpM WINDOWS HNC, E - Z STORM AHIi DOORS, HANG PANEL SYSTEM'"' IS PA7E:4T PEAIDItO, TH ( S 4 IS PROOUOT FlALULATOGN P,£.O. PREP () !?4CUFAENT ( PREPARED BY THIS CONDITIONS IS GENERIC AND OOEfi NOT PrA7ADE INFMtMAT10N. FOR. A 51[E SPECIFlD PRdJECTE)I.a WHERE Y)E SITE U"ONGRWN5 OENAiFROM 7FE P_E.O, d O FOR ) i'OHOTdACTOR T 8E RESPONSIBLE THE. SE.IEC'ROW PURCHASE AND N ( I�LMDIKN SAFETY OF LAPS THIS PRODUCT BASED ON THIS A.E.O. PWADED HEJSNTE SIDES RIOT ,01w E FROM THE CONDITIONS DETAINED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CHSNTRAC?0P'S'PESPON*aiNI.dEY. (°) THM PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WIDER" IF MODIFIED, d SITE SPOWIC PROJECTS MOLL BE BY PREPARED A FLORIDAREOtSi71E0 tl () ENGINEER L�f ARCNITEOT WHIC WILL BECOME THE ; OF O ENGINEER RECORD &. ,R.) FOR THE PROJECT AND WHOM fK RESPON$MLE FOR TH£ PROPER L O F THE PZ . ENGINEER O' RECORD ACTING AS A OE1E� NF3A TD THE P.E.D. ENGINE-FR. SW.L SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (a) TtttS ?.ENO. SFMLL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 0, II. STORM PANEL. MANUFACTURER'S IADD SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1702.03 OF FLORIDA BUILDING CODE, ONE LABEL SfW BE PLACED FOR EMERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. .mom mm'm 4 axl.ta1EAMrANAN .•�E Ak)`� l Na,PWAF "iLr<04} CdO1aC o\\\ • IV fin. na+i I g. �:. I .5 � 's ® 41 sgl��4 ` AEdpif° \j,,,�_. s aeuL l . : T' Re w. ' a+n 4sNs• T � , �O `�•` �, `++1* T 1 � I 1 t e - N�+,tsr+rtwin: Nr � mPdiTM"" le f'�, _.. T 1 I Well aA N T GIN 3NRt W+ All I we sallow W.. TTMR T7/) 6 I A Ii I i--Faa°NiN,. j �a•.•.IatV4• W U �. AAM wf Mla'wa,/SY T ND • I m °� T ON I-/Dp ,W, '/ :=wr f m BAD ( t ; EERY } a v1eAP M , To CASs. IbT�7t/I• d I 1 t g 1 � -- r4h� 11 p 1 > �,� M I A t lam 4156 >��i�. �r , � ,.��t .:. -.... /,a-. r Ffli ttlAN IOU,:9A1�7N.8AN,f4` .EO �. - �:....,....,.. .�...,.,w.. ,',.r... uC AENWm afJ.. aw4• Nldt -T AEONWc ^. fAs.rN. dT• MIp� r IR9Wi .(�, Ngxaa EOQ[ff WEE AYVO� wAL °t 9M, DN aelr ) To e E 15) 2 Au :. 1Msr. OAR mNoteMN 6 r1 oc SCALE 3J8.1" 0 _l1G11NTIMG S 3/8R 2A g jAa-u a, Wm Ct OOR iQ mm 2E� iQltift7TMG Am BUILD==QUH i' limo: M N* . S.AC9. TO/ k z W[ MFyNFNUM OANIyu °mB T/1/is (f�A4O j PHT+WNAl10N 119E ar A,IfET Ya $��•' ••• Q-��fi s Nn.44t�6C7 E © -�owNN€`T'�cH� m suiW;wEi Z FLORIDA BUILDING - °wrap Ne CODE ( h VelocityNu cans Zon. - RsOIa RxAI, 9 ;^ STATE OF ' O 20 GAGE GALVANW STEEL STORM PANEL ppPWIP NS MAIL 1 L0...t:1 .°wFtAA1E APROTECT" P A uG,rnur,m/W2O70 + r,�r IP -. 4wa AMA tH 411= t ei mL n muYT PrwNe ( r ra SNA4)w-wm 20-T 76 +nrc r {NAM gwMa . ge,1AND m-em, Ar.M 4,rr4lr DINMaW /M¢ P.L �� Af.,11FBCA°�Y1b„ P , 41A t<. s rt - pxpaT 2A AF Ia _1_A N (D U) C0 �--A U CU O 16- O N C Q- R3 -0 �- .� U U) L- C Q O O O O W 0 O LL -0 E a- CU /` 9 a- Z W J 9 0 Cn L i U) SHEET NO. SH 1.2. .a.._! O CU = _ (1) CO O U N LO .i! -O N Q 0O O C C6 -0 0- AY Ytd'Y AA&D_ DEMON PRESSURE RATING t"Aa a_�a U �Ot C/) O 1 l 1 CIiASTII • " CA!Wtlfll C ��la1!� /�, 11 `v `v CORRESPONDING h! YIYUY PAj�e - -- _ _- --� ►LaYIYUY A SD. DEcMny PRE 1f p s f {{ ��1�y CORRES�ONDTNG YlYfYUY A!!^HOR V 9.AiE1Sa77LR26.i_U- O ii FOR SERIES iQQQ f,t}da E 3 N!�u: STOINI PA�±Et t �+ c_pACNG SCHEDULE MR 1 a INTO CGNC*E k CbNCRFTEtfe�e Sioturlroee a D.. ma mTwce Q L SE f�II IIISTlM�. - - - -- fl L Ai. O ONLY D N Y FOR __. t'ilnNc 1' Nat '. SiGiT it PAN aT. -�-1�*NaBirxf4ss PER �{ CP c L e a ON Y FOR PANE :T9DN5 i' at e.r•xr Jot. �nan� -- O Q C O ah O LL - � N- cu WOOD PANEL *11 Kff O To TO =77E co O .� O ^1 L W ' bDL7WU�Wf 1 4' BO1T411; PAS. W WAIGANT AT 4viXAP & #Ni 4F PANEL UDIOT1'9 F V J O Lu �L YYFBALSS (//u� 4c -6-0 C�,'/ -a . BE - �./ ) TV * LIMM TO ei.O PA.t. AS,D. OEM PR SSUK RATMO. I •}• RE09YRES MaA, DISTANCE BETWEEN BOTTOM 4F PANEL AND TO - T ' 7 0! Mae. V-V.X •{>+ REQUIRES Max.. OISI NCE BETWEEN WITOM Of PANEL . AND 0 TO Ee 3fti` on VTN111NUUH/nM Tit ..AZ N. i{tt1T =zaAy,ENSaC'N tIQIt1t5A 81!#LDING CODE NI h Ys)ocl Hot come Zane)PINE a : No. x atcAo TOM. We z * : * , iF = 2G GALYANFIED STEEL STORY PANEL `�,. 'a w '�"x°�""` PROTECTION PRODUCTS. LLC, a'}A1T° QIltc- +loD se, a, rI> AN1wME i.. axn:ll. ar:0 aamaA n nrA+ - r.tAA#j0i!- 'k T. *Pt M)Ai-N!7 2G••176 eJ1xaCA-000 PiP .m-r#a+rs'YMLTER A aF.t P.E.. T^ { `...:..... - Ml� YD aF 35'.: . I . w - mi YUY SINGLE PANEL TN " " LE f�lM►Lr DR REGULAR sraRY 2�4 tw%e, zw/e, aw/a et +w/T PeflFl"5 INSTAI"CAM Iff0 POURED CONCRETE, 3�213Iti�_@I�L"K & WOOL! W r MAX SHEETRORS S 9, TG �- --- 3 aDI SI.MG Y' P •'I LNgaz AMM P3rl :_c PIE. u jjZ Aw0 Al EACH 11 MIN, I O-""`---r I Li I AT ne OR 8OT'TOY. iM.ftN t9`f Y41 - Y P lYM um OR (a) * Ofii� LMT+ AT L CW' EMnIR -~, I I r-r-r I I 1. -,- t PTi-t 8 or a = Gs ASTA AM .fir* ' f;{ _ .-a .>... -CONCRETE ANG14 `p «: EDGE 1 I.Llf ....lF t Sf �."� A . - e- CS r' L� O ,{ _ G7. M MMS SHALL L}NBriLTE6 PANELS •` I SS, MS.PB7it F!a _6Vk7it CC C-7 N MV APPOWLE) /''t (SET SECTIONS AS APPLICABLE) 1i per.. 1 / / I _ - _ _ __ __ ..� __#_� I V. - ,_"� .>._ _ -..-. _T _. __.. _ _.. __ .�- b. 6A M Y � �{ii ___n!__ - ail ;1, � -4), --j-1-i -1 - c + C G C Z QX,�. dtY 3" tank 3° ix y t". t LYN:" 1/4, 3/4, #/3, b 8 A B/5 T" tad �QA 2 4C O f 4w I B 2w 6 �w � aA w , ____.____j K t® B 10 A71 - = ANGNQRS (SITE SCtiEpM11.E ON SHEETS } C REGULAR M P �f }•��•� �VAATIg IS�T S!t fehrit REEls 2.eB7" N.T:S. 1J+1*ka#x-.-cYw 4.10 paN Wiwi I{s A. 10) ONLY %/4* MINIMUM SERARAt9ON TO GLASS SCHEDULE MAX GAP WOOD IEFAREI FIELD SPEED i 77& rn.p.h TlRST SPEED > TTD PUP,h �-i E / yAjeCTIA„/N ri-A j MkWAW �...1 H.T,S. �"f ) REStRAIHED IAVWESSSSMNED 1'tRV.'NEa IHITf 36 aR L.E55 t` 1' e' 8 t/+• G(l) L+,. ZrAN ALL.4WABLi PANEL LEN9tM FOR A 11P/ETt P+S9TME ASD. DE9ON LOM. I- MAk M1.OIIABLE PMIf1 IENGM FOR A AMEN NEOATNE A.S:B DESImE LOAD. >33 To 90 1* 11 7 i/r 7 lfr M PWC£OUIM TO DlERWK YAXeWY PANEL LAEAI M MAN A POSITIVE AS.D. DESIGN LOAD, DEMRMNE MAXBUA PANEL. 1,00001'W FROM SCHEDW.E� >90 TO 145 1" 1" 9 1j2' 7 1/2:` GIVEN A NEGATIVE A.S.D. DESIGN LOAD, Lk9£IWK INJUMUM PANEL LENWK -L-` FROM SDHODULL ikiAL IbADMUM AlADWNBtE PNIFL. LENGTH 15 EQUAL TO THE iiUNUM WERMINED PAr81 tEHOM s143 TO 1 t" 1` " 7 1f2^ E$iEfiFdt 10 'AID ^L "I SEE SCHEDULE BELOW FOIE MIN, Ave WIDTH FAN POROSITY aUNJACCA1 k, 'I' #4SfN;CATNSIIS Rlta WOOD ARE LIMITED TO a 95 P,%,T MAX. AU. DESIGN PRESSURE RATNG 4Y 10 le 11 FOR MAX. AS.O. Mlw LOADS e: MA1t, PANEL. awgtHS F'OR * .. EN SPACER 'Is uSFD. r : ° S ':°' FLORIDA BUILDING CODE Non Melacity 14UrYltons Zon 11 z� r ? P 4+tt87 'L 'rz 'gin mTT 24 41U;E GALVANIZED STEEL STORM PANEL aENIN ie - * ..* E le we. II/aT/um mot. LATE OF j C j' ,Nc. L PROTECTION PRODt TS, UC a a1' -• ORION'i'4 �� nor eMr Mw s.W. at mCEf /�(C ', ura lt}�.•,r- .... •7a.' a,aW7_-sMGMMAPR M1AP" aAYIF. FL i. t4 � GLOBAL, 4iA S I. .......] r. .1� xsSm !P F ud LxM)an-7atA, FAt; Taai)m-OW 2(i-1T5 h NAIt K xx r w e. k rl,s xw. IMYaN/ Ne HI/MFIVEN T �x P8. fYEET S OF NALTERNATE ODNCRM , � �_______ --t- � � - cn ,,F,J wow a) cu SHEETS Ji ON O PANEL OF (D U O OR co a- W PRESSURE ■ �� U) cn LlJ N? = Q Z z I. Q J a - SHEET NO. - i SH 1.3 cnuan F,N FOR REGULAR LiFE SAFE & E-�HA�iz $ (TOP) ,AD �_� CALK MINIMUM INFORMATION L, INSTALLATION MENTIONED tommir CONCREM OR ir J � I i - I L ---i-i SLOW gypp TA . AMZ , � I I I I I � ; t au L B€ P'E'RM1YlEO. T./ 2 SGREVr.. 51#Nl, 1 LONG LNN9MU SDJCC$ EXIST, (dj SITE SREC+FiC PROJECTS SfiAU. BE PREPARED BY LENGTH OR ON Mvmvw�E�7 pEWIN%GedUN ASA. Mmc. �AU4 U WN UDC G� IBITR+D Pa,f. iSEE 6 Gl� CWP 3EGtI0i tee.D, -75s Jo• OR ui5 x. a/x�' eolTEu. • a'• z`. �•,. �11#1 + O - Bil . 75.3 TO^' DR LS55. Y 7/8- ROTTED ' t. k ' s RSA. DESIGN PRESSURE RATING YA7.ANCNORS �ACy16 FOR L D. � 3 t/Y' � MPLK•AIe8 T6 T7kON � null Ugallw tExDitt �`.lh.) lAl'W16 EaE1{-R1 PN4QMITE FFSULE s 9ANHiMTE P931& rD cdgV•TE - - � TO G{71ICREIE to aONCAEtE T8 cDN."TaiTE accat 1a' Nj A 1" Z N/A 1= 2 N/A % 2 N/A 1' � 2` iTQPj 71" : 3 ta` ]^ 5' +^ 5' 4' 1' BOTTaM) 12' 3^ 12" Y9' B" B' B" 8` 1 BOTTOM) Nj R N A /' MIA N/A N/A N/A 12 t" � t1" Y' {eotTt>Mj 74" OR LEYS 7" N/A 5 tj2" E1/R 4 Tf2* N/A A IfZ" N/A 3' (TOPj. F2' N/A 12' N/A B ij2" N/A 8 t}2_ NfA 3' (BI71'iDM) 72` N/A 12` N/A 72^ R/A 7;2` N/R +' ✓1 SEE SHEET M FOR 1YPE Y SPVOlk f1M ItSTN1ATb115 an0 ANGIgY[ 4'ODD f11AlIE BIRWD. - NMMW Nb19R EIMILT111T5 AND AEIAYUM BATE. pS'tN/CE ARE !NICHED LW THE *.A.tNDUIE: Flag E0. 1E55 7XNl 7E8 edHW TAi SOf1EDtAS fRDUCE ANfi1p3 SPACND BY MUl11PLON9 ePACNG Ott 6/ sNDYN SlxYa9A[ THE FDl1AYR/0 rAL99Ri. FOR liipi IMiNAtIDN Tq E � PD491Bt[ R SPALhq aBTAME4 iiWt10 AGttkt S !KIT SL LSiS THAN. WIaeN# SP[xaNG N/1tRATlD MR fA#it ANCHOR TYPE AT ANC#gR8 LEGETILL �� TYPE 7/aL if+'n t/4r 1}{ i TAPOIE/ CMa4-lt Met ANggll slMib i a a Y t tpAlloeltAA1Q � s i 3 kl:l,Mh) Rncr°Ix ea4..47.7 ... a 4 Jp111i. FJA � ERi7011 I t • :Te _ ;. tL0 - teT .et ] I tAO TORM (SLATE tj2=7'} PANEL 5Y$TEMS �.__.._-.�13.128' (7GML WIDEN}.....,.-., .-_ -.-...,; _.....-$,ti7'---.� ' ._�>- 12.SOO" (IiFrECTNF IWDiH%-N^`._.- '^`-..�..........,,-.,_-._,_.�-.*. , c^---______d.,,,._:,.i Ifs" Trim.)----_--°--._-•-� � r {.�iSO- i �TOD. ` ,,...;i83' I � ^� T #ia.71Y:3Fa• . ..•,n.73Q I SntD Ia1ETED sT� t2s:�,... i oa� • , •w-i. 5 '- .300 •.. 3 0 � .-..t.S '.,..:, ,.t,A94"..,wt .. t ,�+# , ./� t`., ' fi.2iD .. r " ) GRIx t%Ya^ i8B"-tz, E i It,MY-iE. RIXRSE6} i h. .. HEMMED wm2#` NMI, 11�K .ia aN.YWe2ED STEEL M Y i ,,� 3.3#rs' � : ( i s I r .BBB' 1.i7t* a 1 Oi4" {' �• f1)CrF TYP. t°e :.:tYlHF' SEE 9,Q1s" y CRMb4 8D IAEAYgIM �i�' .i 5 .-.. 0ETM1, A - '. .Oi+' 7'.304"-•J .T2S' ,. ,,am^ OA4TSI,RY PANEL �t�._-:- -DErw.A� �_..i._,.. . 2.00G•---� 't�.Z�•-. fut`m�mwtT�WfLEt�x�ErBYs AT Elro AT IEFT StOC a PANEL (�) "H" HEADER � 'F' TRACK � ANGLE WITH STUD ` '^- �_... � ANIFtS,EAlR,1a' `��_, or Eq.DS• i 33' `. l374' -' .:._ .-jTP. 70P EDGE 0.02a" (MY1.) �,�)� PANEL fil4.VAN12E0 SLED. .PANEL I 1 f .>-.-_2SRt`_..- ' `•�, ,� .t'a.234` ..' MEERAE71 7 ab7• l,ea5" � )! 825 A_ .,.w. ...�.ff�,_,.....--, W.BTaa• v 0.375' n25ft"! it 2,z3o`--_ � *;.,."'`' _ - u ro T t 1 _SOY_.V:T~-- .IW DETA.L A .��T33.�^,#,._RaUHOED _µ,.t•-. i; a'�� R CORNER fENDS OFPA'P�L'SRS?^F EUHEMf._.,._.,.,523.t EDGEMDWMk7P.128" • MA+..al3'P �. ' 7S4 ,ma" j � I (N:T:S) :asr .airy.. �? , ; ! Ste•) '�° 0 KEY�i1E �� 3f4s-ht#B# AlDM.,uL�Y .375" f �, � N -. ,�^ s, +,J K�.��T PA.� j j 2,F7#` y. ,73D• `•.- 3 -� !SEE SIeF3 a taa ADlNfldl/d .813' tIYRHlons 6 SLEEVE LiTIDRE 6 i { .p91' ; � SLEEYE 2 � ra" r- i,Y50' �- -:• .375' YAX, la ' _-, - �; � t _ � � 'HMG R �� 1 - ��. � � - 2W0'-.---A 2.G00" t � � tu• 2.OWt R aan`l I 37yD` "H' "U' a t,Dea ♦ ( �750• �' REV. HEADER HEADER i V --'E L 1• YIN, 1Tf S' Max. [I. SL�£�EVE� � �yp .�A�. � ANGLE ---._.2.60G'_--^' _ -I ,�," T•-- I --(•-- '.371':ji5.i=i-'^�.#Ta'.27S^ i.i71" ( �,DDD'`-�$4' 6ailYii`T� ..._ I tNN-"5 � �. {`-.._ ;P .� 1•t�'-Bia" �.. ,� Aa�ir""R,"H t' ;L't � �� Via* w`usi E••"/..(USE ONLY $aR E-S FG1MG SIGfpAPAN6k-f-9taz•.E�- .' v SO 4 SYSTEl,4) 6467TiRLUM,. AYiIOY ND. 44i67 FLORIGA BUILDING CODE Non NI h YelDDtt Nurc}gcnw Iona { * ,'1' r Ta3" �± �', 4 LAY StIN. b Q� s = oima mtEea WR F.P. # J .4BB' ; i 3D1'� � L . ". ? -�L• STATE OF ,: x */►��+arrnfm»i1LELO1Mi.PROTEt+TION 34 GAGE 4�iYAH12EG STEEL STORY PANEL aYaiN Sri t----v2.00G•_-_..; 250 • iff iECDGNs--a.- .^• - MN. fit •: � ZaJ Rx. au... l: st, Mcoc n>n�uf PROOtIt+r.xl LLC.a5Ril0a8:e. 6t Si/eIT�-d"`<ry*La, I?tWE. FL n7N HUILD-QU7 "F" �4 BUILD -OUT "F" 15 � 3 5� WINGNUT mwtaV - s 1 tsa r„-,tar --�Rw...r.. wwltC ila.##ea-Tars. pIR (tiaaleeP•e7li YD-175 �„1,,, „s D�Ha N! j$d{+K ANGLE .TRACK .Y/a�SNFitED tztalAc 3 ALLOY) Pi xurn w"-00tle7f:°u_ P.c w,�.w slay ... S(N TALLA�'�►Q„� DETAILS FOR REGULAR PANEL C1� INTO POURED CONCRETE �� ,�,�•CRE� ,��OG� STRUCTURES L ( (SEE SGIEWLE OLI'�-: EXa511Na PGtal£D CaPtCRET� Sk1iEf5 9 THROUGH 10) � � ��ET�-_._._.; SHEiYS 9 TtiRDUGN ibf�, �� i ! FEDUBffiD. LED ..--••--,•C4. �Tf CONCRETE MiC1MRS , i405TA1c POURED (SEE �9 t. - 4) C4NCRE7E RFOIRRid� I 1-_ a7CE� Tali• tQ TgeIRP K10 � 1 /+• `L y ? r.•- .,.-�"""�t9 Re.DEk TOt 9p191 9R t/i ' 1 j4• IIAX i y _( xfP-#t` 3.S MS W/ NUf VAX, ...--C.--•--.-_�_ CONCRETE +RJf�_,>..f_,.,. 'r ., • x3 a/1' a,C # : � .�-..._,,.•� SCH ON (SEE EDULE , Tm ,._.._,- - ..._._-. J 1 i '` SIiEE1S 9 P.4ROLRiH i0)I I T aw-mm�x� ttlltm ' &I2. E 1 I t. � jii ,,'`. -. � °Max. (�)_ -. .... � E iA. � ,r•` "WOI. i/#oc 1 PANEtLF31CDi FOOSTINC�6 '" k 1 (. SHESGtt� �e CLAS�� t t -�:. � Min. tT3R SPACER 9R 1 ,,, ... 7}#l-Yatt` � 7 'S2PA1UtTlikd t y:-.�.,.__..,._.. fiL te,W I 1 f TO GU+:iS, � � �� _.... ...,. _. _. _^- GaE FOR PNlL YY � n. TT) aL.ASS. ( if#iY••za,9:' �(SEE.iGiEaULE t/1'v-@a.s g 8 la f 1 teiaal 4�T"#T i 3 1 6S Ii91T5 t DPL SHEET I twLie Y SCHEDULE ON ACER } SPACER {SEE _ 1 / '-'+9 rtA pyiA _,.......-"----I 1 Max. E t 1. "C" 4 :.. .-d-..-.., (5fE SCNL E'OFi E E_._�SNEE't' S „ .- {s6E�wARL Max. �=-�V=.....-,.,: (MK rpt AIR. F- t ._._._ .....-_-.�•`•-- �,r aft Y-a') PANEL. LENaTif t F 1 wrGM aCa fa'7 , k �.. -�:�.�.__ _ '.T._. ON SHEET 3) ("� SCHEDULE �I�1 1..-., ...._--...,# I '$P I E%Lttiry�_}t It I --ER To GLASS. GiAsS. _ { t GLxsi -t ..,�-.._..: __.._.._ 3j aAs� 1 SCHEDULE � � 1(SEE � �- sty s) f � s ON i of i` t I , � � i I= t _'� 1 � �r � 1 I ' Q 12 ij2` QC. .,.,_�_.-.._._).._�._1 E.�. lETlGlif 1 � +/AX�' i � � t/x' I L I{ 1' M1 _.._..1.�.......,.:,E -f i t a'!-zm�TAR 80.'9& C� s � i " e6 x. x`O:G 1:DlICTIEtE A. � / CONCREIE'ANf29OR5 I , �.__......_. c�^.�. (SEE SCHEDULE LR# E%6TPAQ POURE.D'.i_a � ...--...,.. _, _ _..f CONCRETE SttEETS B T3iRQUGH 1O) ., 's•3' SHEETS i T1fA4UGH t9;j 2- t P^ LONG MAX. AIJWMtNl1M €DOE OF NHL. OR / SLA9 REOGRED FINS SPACERS b a i #" D.C: YAf}a FAR CONDITION} AU, AN4 PANEL. '."�,-_,��`�T. lffiS19N'� He POURED 9�OHGRi7'E EX : - AETE �� CONCRETE 1R.aS.'K ISTitQ POt59FA GONG LENCiiLS PER SHEET 3. CONCRETE 9LOCK "°'"` (� �� +tON�. -a� ;: � REQULRE0. i,.. a 1" NRX� laWa ALUMINUM SP�6CERB i "'-..`'✓D.-..; ,� izlfz TABLE. �T ON eTs 9 7HtIe11GH Yaj ea�D• tu� ..'"d"Ja.E }^ 56ttE 3j8A.t Si'lYE 3fe.1^ N111N11/1� a. r`<�/r�. CM 4s � S 1} - s CODE h tons Za ' - F •• FLORIDA BUILDING DE Nan NI Velocity NY ne - a 44167 � tR1ETt0. Alc Tr• - 4 fLU,YAIBZ£D STEEL STORY PANEL i GAGE - DAYM l7+1 s _ NOTE FOR .G41td6L� , OF. * � A�� aim/iam ED. � ID4E D93TANOE ' -o : STATE £j E� �•., IL I�Ca ilie. AL PROTEGTtON PRODIJCTSF LLC. (SEE SCHEDULE ON TOP !1 BOTTOM MOUNriNGS CAN 8E `' DF FLO Ian .' • �_,___, R . s ima saE. r °slglm SHEETS 9 R TO COMBINED IN ANY WAY TG SUIT ANY �•. .•'' Bii Al,AW 1r. rtmrr ITMf, RL a7ita _ j , F 2D #T5 Ci - to pA Avlorc FNLwew. Ax: llT ••^_•• � fiM.1MN A'Ir'-uq,vw aD4N mt-i!k (�a4�611E•��T614F (pS+V)traG^e MkSI'ALLATtDN. SY l '. GNYNt6 Ntk a � � •••.•'.' - G+-aDM77R .tm w ..Ix►. !"xlaw n,R /l!lHlNbt NRfRtfDATE - DUAL A Ar Rg ea; NS .11 31NTT a ®' ie.. ' T INTO EXISTING WOOD STRUCTURES t f4'! lAO St:REWS t1 E' O.C. W/ t t/x` MMT/dR�iDED Pt7tE7R4R€Ag { 2`x#• "WJtdD , 1/1Y UG SORpS W 6" Ai:. Wf iq EX6TNa MOOD HfNDER. D tf+} I:AC 8$ t1 6^ a.G, Wf -`'� T 9/2. IYn TIIRFADED PENETRATION it EW CR tlla i t/Y lea. T10.Y`ADEO rRa+ 4 !xlSTtNO WOOD NFAOEx .. � 1 �� 4 Cam. j%axi` 5.Y9. t I fi0 ENbipFC M@9E3 trtMER. tl I s u tzm as E a �= U.S. t /'' Lt � 4 lxxt. ]t#xt' S.MAS �1../`. � aWl 7/Y�x a+a6 +� Ur ¢ t 0.C. GL iNR � � d S .p b tt/. t i � J 5, / � $d#7`SAAA t +'rr t/ti SC�:IS f b' G.G. W} - r ) i i'!"2D=3 #= TRat>RS I tfx' �. YHRGfDED »EtR,ttKd# % 4 #A EiIG DF �} J ,� � 1�} 7%d•IULI3Y' PD `. j /f g. DEfNC 1/Y+ & IJtfSi9aG HL�EF. ii -.� toRE1W'Q$�tllRNI O i 4 cane IltfAt` E,M.s ; P Ixmt 7 ' �ti 71 i+� nF.TAtt ' bt7tE t T tlD4RT HEAOEtt RSDUIRED i Y nfta• Mgr.: LEN MAXIMUM PANEL LENGTH e A L+ OR R. I•" { 1AMb.RRA A.S:.O, T+RESSU�R �RAf4ai t;nNCREtE k YPgOD RKtAILATK71Y5 "� Yaa tz•-D• yz'-o" 3W7 Ti'-e• toss" Jld rO -aC" 70'-0' 4R0 79'-t' 9'-+' SIXD 9'-T' 6'-+- aaD a'-Y %7' a� a a=D• -7'-4- ;aA P'-a' Y'-0` aoa r-z` C 7' also b r•�a' ass- Y:S,O 6'.•Y' M7'-gyp' ralED e•-s` a=rr• ttab - s'-r ti5n 5-e' Its PANEL LENGTH MAXIMUM LE H G WXaiUY ARa. Pt1E53UD � RATRa. ar - pgNCRETE it WWD affifNSATM9NS. f L4 Vr ,Nklt tt,e' rG=i- 3s,Q to iD 0'-s- +aa A -a f)'-1' +.S.O 8 T a'-r 30.o sra e r :=a• Asa a a Y-S' tt5:a -a 7•-2• Ma- ,..� a"-Ir" aaa r-a" e=s• 6'ED 7-O' d• 9ba 6 9" a"-1` rloa - ;9•`-r• tl�.a a•_a= . '.: l R. ! i.t 11l F Z•! a .. ! t A r !LEEkM11LL1I .. .. �10_ I�#J�1Ailbli... ' Nl��, I fF �^rs " . T.;E � INTO WOOD STRUCTURES �. _._ _,,__ Y..T� Y L{e t_'_"L,_'• •, i'"""i£ _ er 1 ( .._......_... �N t ... �4•'� '__._'�..� �� `'., WOOD ANCHORS •v. _.,:" {� E�`-�� TO GL.V*5•. -- � }"�'SFi SCHEDULE ON �`` �' #t( -� tH•x-m.l" Y p� 5� ( if#v`�' r �+ S14EEP 11) i .,� i - � 1� 3j 9 �w�R /_«, �• ,�S�YA)IHW+eSLQ neY6 f tQP t{{l!q1€[ I ((( L$IRFIU$ Y� i � a t f � / 5i E705Ti�T-t PANEL LENGTH tt r , j 1, f -Al) WOOD ANCHORS ! i 1 I CLASS i SCHWULE REWIRED 1 I 1 (SEE 1 t. � i •: � t/+• (SEE SCHEDULE ON -�> 1` I f ! ON S+IEEf ij�FOR MAx SHEET 11) F �� I 1 s�z SPA�t ix,, y ,, V'z t°t t .�.__........_...__.____.' 7 REOURiED E9 r E rIT Y � EO '^-�.. #Ain. � 1 WW1. , _ _�•^^`� "-- j t i It L • F _ 1 i s j '� ; ' } � 1^ NX. LONGALUMINUM SPACERS O 12 f j2` LLJJ 1�� i. � ii O.G.. (rQEE TABLE P7 DN � E 1 f I. � 1 � : } 1 � 3 I SEE NOTE "' BELOW FOR LRA1lATRNIi E'cxx LBn' ! SEFARaLNOIt j *� 'L" MAX. f. �,. 1 � � i 1f2' LOAtO .SL£C7�5, (,._ f i _ . / (SE£SCHEW�JCy.. � (SEE SCIfEDU6E ! ) � �� t � 5 If �� ,..,...PANEL MATE FEMALE SEA OR PANEL. MATE E ON SHEET S) 1 ON SWEET 3j 1 SHEET �. ) 1 YL ;=__*___ PLUS SEE SCIIEDi.AE L11t sHEEr .. _ .. A tt7 rlet^-- 9 A 1 M t t 1 1 `• ! . .. tDR917 arer 0. E3cddSTINQ 1 r � 2"A+" WLk7D --_--"' V EXL5TLNf}�. : PLATE 7�W1RtD .--- _ ...� QLASS-'.--"E SEE E _ 1 � I P I �saW mEET 3) i 1 DIRECT MOUNT WJ SPA- I�---�--_._ � t i + .- ,41sxl �ISE�T%E•'1Vl{'. � � �';.� # ,5�, � � 4 12 Ij2" O.C.'. SEE TABL€ /t ON SHELL 17 FOR MAX, PANEL tEa7G1fi5 W MAat, A3.D DESIGN LOADS FOR THIS aLSTN1ATtfX3. � �.y £O �.,y I,. 1 t 1 EO I I � y, '{ W44D ANCFKMS *� Y �i� ,. �.} ..•�.. � I� 1 L 't t� .•.. � ULEiVf 511JD HAKGiA. MiYIEt 4f2•CDMi i9: -� t 'y ��e .. I .. , I' SLtEE111) {t)1/N�L.LS tWRm'l0-A nNE sroR'tBIALUlL6a WNW 1D'-0' 6 i t # J( MAX lA Atalwcnw TROY ANY I i i tAlFAI,.RaBf IBIafIT A. 2.ik#^ AEC7Tl6 ,�...I. t @ � � "i: I { � 3 YBRIR aYN�MNG7Ed ON 4eE'/ 1!). PLATE REitU1 Ems. � � mm , :, t ;1.I , ;M9KfOD AtICM4Rs t'..1M7: STaWR�tTrRYm D}+l*Wr � �. ' • g:. „Lt4^ WOAD � t ': 1°"�'4 ?-«-3_,_»I,»^. :.. i I .,. sraaaEREU.wi- STUD. rAI Ai+C�RslY�t twaild 9A IAgE FrxMc m'm •:... a 1 �tp DY iRICkT s.Mai" BE To.1/+ Ae , Try, ,. {.. . PLATE RE4WIITED ON : tfkafyNfA � A 7tP�WxNXTLtiMs .WE k,..�,�,.,•- � MSI�A4Ll�+ I9;�a :..�t{ £ � SHEET tlSCiIR)'.DLILE f S�Et t ,-.: 1 i * (t) MTRMO IG' pbf f� fYYF. ai GAGE TYARI. LH9OBt a UMIR:D 1R Ile• AT MA 9FEta1W • {t1Y5 d A RI4tg1t FRWE IAh@ER PAIEL IFMI9IR NIAeFD Vol �t\§t -,.-r- `g' ' t�S MVMNii sR4Y9 PAM0. LtN.7Ft 4 � 9bi.T tl). iN aroal -Ivan RRSDNselwl • qa�r 9'+i ter etsrAUAaq+9 a u'p o�ugo�BEYa at � 9R0 E10311N0 ROOD iRNtE WNL SCIx.E- 3I#t�t` i ,VI tMl@ FOR ib� iOf@ i. Y AM A9 OEFDIlm BA' ,�Y SCALE 3/8. t" t�) INa7JaUTipt vol" aAT Fan itWo Eaues�rtc A+m t1c mmD frtll tamM m TNEtT.eRmtl. YalE9 1 Y t 3 PR A4Rl E t9°°� ta9ZT"1N117. �''.i FLORIDA 81)1LGINc LADE Non High Valac' NuTF•#aorae tans T7 a - ALtA ON ARE diN D FOR MA%, S.O. omm x. er e. i. Warr !Y vw a. Tx7EIP. F __CTiON__ NO... ;° ri 44 •�!�TipN t67 NOTE FOR � 24 GAGE GALVANIZEG STEEL STORid PANEL 4 P - iIWAN fie DESIGN PRESSURE RATING ,9.f AND ANEL LENGTHS E ` �..,� _ � TOP .ISE BtYrrDM MOUNT#NGS RAN $E AS PER �St"NEDL7tES ON SHEET 3 (EXCEPT FOR * : �' **1 -ow. COMBINED IN ANY WAY FD SUIT ANY ALTERI3A-FE ZW^j � C �i Nt. GLOBAL PROTECTION PRODUCT U�`.. aqD � I INSTALLATION, 'IYLIT da00 SW: at SIPt$T -. 2, FOR NEW WOOD- FRAME i3WV57TtUG''ITON: WOOD '�� "•.•GRID � • Co"t!� xAe, l4 rA. r+AmMnn aWR. n- also .•.•,. • Y+.,, i non am_ na s pea 4n-Yntt I>ta�n� EAVt)eel•,lilta, rAx: (l/aM�6717 2D-f i5 ..... MEM$ERS TO $E SOUTHERN PINE No 2, Wj SPECIFIC •s�m ' .aw, .0+� 1D GENSI#Y OF 0.55 flR EQUAL.aA«oaP47al flA. ', _ AKL7E71 A :Jr.. ttlltlC! ! OA 191• �;,9f Ktlb It#blr a! "c !!AA€lY a 9tr wYe 4!fltitlN. sAAlet cM cG) -.. 1, STORM PANEL StpWN ON THIS PAQOLlCi'tNALLV4TiDN DOCUMENT (F.E.D.j HAS BE€tl VERIFIED FOR COtdPISANGE R# ACCORDAICE - Y}+ TAtxGON ANCN�TS, AS MAHk#ACtURFD BY 9,7:W. BUIIDEX, INC W711f THE 2020 (TDt EOiTION) Dr THE 1i.ORYit: BIRIAIfID CODE- THIS ST�1N PANEL SHAD. NOT � YLSfA, R`St AT WXRi - +1#-iD PAF&LMAIE FOAALE ®AND PANELMA7E PLUS ANCWOAS, AS MANUFACTURED6i FlOO C4HSTRUS.TKJN PROUlLCTS, VELOCITY HURRICANE iq!!ES ((MkPN-DhCE f BROtVARO COUNnES). - Tj4'v LAG SCREWS Px'R'NA,S. PER DESIGN WlF� COAti. Sf1At1. Bf DETERMINED AS SECTION 1548 OF THE ABOVE MENi16ALED CODE. FOR A:6AStC 9AE70 - T/1B`! x 5/8' WOOD 1ik35MNC, AS Dt51TGBUPEO BY AL! POINT SCREW, BOLT M 5P€CL4lTi CO. STORM P I AID A IiIGE : FACTOR SPESQ RFD 17Y THE R�R'i. 14N DRA1 PANEL YALL � N5T FOR 6:14AUiM AS REOW ,W aT1ERE N.l?D. 6N INDICATED SHEETS R5 7 1 T ELCO KKEIaO.85, I$NIQA5Ci 7-ti AND SNM1 AKt EXCEED THE AL4XINUM jASD.) bF57 PRESSURE RATINGS DLCA ON G.1) 41NIMUM TNRD6dEO PEH!"1RAfi0N R+fa 1V000 OF TAPCON ANCHORS StYYI iK } AND Sr2• FOR E CO ANELMATE PLUS 3. B THIRD t2 8 S7, 11L AND PANELMALE FEMALE RI_ RV ORDER TO VERIFY T## ASCVE &'arIDITIDt+. LJiTWAiE DESIGN WING 1bA05 G£iE7MI,NED PER ASCE T-t8 StYLLi. � FIRST REDUCED TO AS.O- DESIGN PRESSURE RATING OT MULT#RLYRiG THEM BY 0.8 IN ORDER TO COMPARE THESE Wf MAX {AS:DJ C2) ARHLMtIN THRfADFD PENETRATION � LAC SCREW, INTO T!W' WOOD FRAYS UNIT Skal! it< i T f2°- NO TTIREADED DESIGN PRESSURE Rh71N44 INDICATED IXV SHEETS 3. Y THRU 12 R 17, 18. PENETRATION RiFO S1iFCCiY SHALL BE }# CONSIDERED AS PART OF THE REF}UIRED TNREABr9 RENETiWiXTAL HI OR➢Fl{ TO VERIFY THAT ANCHORS ON THIS TITS P.E:D- AS TESTE4 WERE N07 OVER SIRESS;US. A 33# BiCRFJuf: IN ALLOWABLE STRESS FOR Va(up LOADS WAS ZT� i�EO Ri T)tO.S ANALYSTS. FASTENERS SPACING 1O WOOD tU5 BEEN DETERMINED RI C.3j AYNnAUM EDGE 4H4'tAHGE ta%' LA& SCREWS. R/TO WOOD 5>U1L BE AS IHDIGMTED W it95 DRAWII4 A,GC4ROAAlCE WITH ND,S. %!18 SttaRM PANEL'S A4EOUACY FOR IMPACT AND WIND RESISTANCE tLV BEEN VEYOFIFD IN ACCORDANCE WITH SECTION teDB.i.2 OF G.4) MINIMUM 9i7tE7RATMX+# OF W4Oa BU5HIFID SHALL BE 3/e°: tf4' hZO SCREWS USED SHALL iE T 7/r IOMC NMTYUu THE ABOVE YENROHIDk CODE :� PER AMRBCAFf TESTLA9 Of SOtltli FLORIDA. RLT+ORTS i)0fl14.01••O% AND IIO214.42•-OB; AS SNDU1,0 Stt�D FDasT. NR7 i:, MIIaIAIM FOR WALLS WITH NO 571ACW. tt t -9S AND W.t SOUTH FLCIfYOA IMPORT .33,0%-10 AS PER PER 55Tta 2 Et AM E 13a-Ci S'fAFiQAR65� ERIC,W TRST9NG V6 :� C.S) IN EASE itY6T 9T✓>EiASi Si"71NF. OR PR&CASF CONCRETE PNJEt5. niyOCD QR 1MCaD BOARDS FQUND 4N THE EXtSfiNQ T -707 T � CALCULATIONS � PERFORMED 9N AC IN/ SEST't4tt d1q+ OF THE AS AJla AS 2b3 PROTOCOLS, AtfiD AS PER PER ACCORDANCE 1. WALL, AFICNQdtS SMALL � LONG ENDUGfI TO ItEAGtI THE MAIN STRUCTURE BF:NtN4 SUCH PANELS. FLORIDA BUILDING CW7E. ANCHORAGE SHALL BE MENTIONED Ni C.1}, C.2j h G:+) 2ALL. ALUMINUM £7CRiU5K#d3 TD � iDi3 TR AL,LDY + TEMPER, {UNLESS OTHERWISE Mt7TED)� SEE 6HEET 2. (Dj ANCHORS S(iAl.1, +NStALtED FOL.itAWIND. Ai.6. OF 119E RECOMMENDATIONS AND SPECIFICATIONS 4i %ivE AiIG'.HOR'5 AiANE1FALTUREk A A SHALL RAVE 3705- 1a ALLOY '� 11 ALUMINUM SIM£E7 MErAa. USED T CLOSLLRFS kiA H � B. PANELS #TRY ALSO B£ LNSiRLLED HCRI:ONrALI.?' FOLLOWING INSTALLATION DEt'Att.S SHOWN ON SECTION f THROUGH & (SHEETS + 4 All. STEEL. SHEET tAETAI PANELS StMtl:Np+VE'SilY�1.TLIRAL OS9AtFrt-STEEL, ASiM A-i53 ffiRpDE 84 ARN61AlNk,. G-QO G#LVMi2ED THROUGH S'9 EXC£PT THAT NFA4ERS('�lA(EJt- 1iFUl1. NOT BE USED. 57Ef! DESaGNA11ON W/FYe 82.2 AYt (AFtER ROLLIDj; 9. tt St9ALL BE THE R6FDt�AkM OF THE C{XVIfNCFOR TO VERIFY THE 50UNON€55 OF THE STRUCTi1RE. WHERE SHUTTER I5 1D l# 5. AI.1.. SCREWS TO BE STAINLESS SfEFl. :3B# OR 3ti AISI SERIES; OR CORROSION RESISTAt(T'COATS® CARBON 51'EEL A5 PER DIN ATTACHED TO DISLIKE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACMED TO COPICRE`1F SLOG{ 8N1 tv40D FRAME BUILDINGS, r St)@ta Wj 5D W9 YIELD STRENGTH 57tEEN6`fid ANII 9D int YEtLS1LL STRLTIGrH AND SHALL COMELY W/ FLORIDA EWRDB+C CODE SECTION 2ai t.3.3.#. 70: EACH REGULAR STORM PANEL WaN LENQlNS AVER W. AS PER SECTIONS %, T. 4, 5. 6 A1VD f>i.TERNA4iVF5 iW, 3W R 4w ON SHEETS a, S. $ B ? RESP€4"Ttl�lY{ SHALL. HAVc A LEpBIE MdO READILY N698LE MA'6iViQ GL1NQ gWAiFR OR TEHAM TO 6. BOLTS TO BE AM A-ia7 OALVANI2E4-STEELL., OR A15a $Ba SERIES 5rA1NLE5S STEEL. WITH 3e ksi MINIMUM YIELD STRENCDk. SECURE PANELS WITH APPLICABLE REINFCRC�Y£A°I' DURING PERIODS OF HURRrN#E WARNING 7. ANCHORS TO WALL SHALL B£ AS FIXLOWS: t 1. THE iNSTAUATRXi CONTRACTOR t5 TO SER!/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN NI CWVRH9XA)S CONTACT WITH THE 13V9t1411c f0 I'F2EVEHt RMB/RAilI 9NTRUSd4N. (A) }O xxISTLNG POL :_ GOHCRi-� _ - 1/4`! 7APCOM ANCHORS AS MAKJFRG1ilRr'D-BY I,t,W. B9/9LDEX, INC. (Min, t'ca,T182 P.x•9,j 12. staRAt KNEEL aVSttL,AT[4N SktaL! COMELY *TIN SPECS INDICATED IN tH15 DRAWING- PLUS ANY BLIli$YIG AND dbfVdlG RE4ULAYWNS PROM 1(RI WHERE APPLIED T - 1/4' ! x J MANUF DlwALf INC PROVIDED BY THE JURISDLGi PERAtn i5 0, 8 INSTALLATION DETAILS. FO$_.A REGULAR PANEL �3 �y'j0 POURED CflNCR 0 CONC �E B(! Cs� sT UCTU S POURED CONCRETE ,_,-. EiUSRg14 tWURED C4NCf�TE B104K OU B1JiT.iE Rw�itEO C�ROI� ETE C4NGRflE A114/1OR3 (SEE SCHEDULE ON.._..,A StiEEf5 9 THRIJUGH SD# �_�,; CONCRETE ANCHORS (S�i75 9'TtIREA1GN TOj E1GGSnND POURED s/a"• �-'•s'.71 - I 9 s^l.. i" 3 REQWOtEO,-.::.w s M • 1},t" 11/a" e "T' ± # �, j } SHEF?S B TWNNPGH t4 f 1 I I F l.-. _ ...{� fl+Y-"mom-�np,':.g�Vk1 !L_._ t}•Y-3a��f�`P�"} EA. �! 1 i tIN�l 9H�3 _-�.__ _..-. __..__-.__.__..1 ® ON StIFET 3)___._..I 1 G�U35� PANE! LEtiGTH i SEE sCtltVtalE t I I ON SHEET p I p B I i 1 /Bn. 5EPAR6Ti0N i" Yax TO CLASS. I PANE! j�STALLATiON DETAILS FOR REGULAR PANEL INTO WOAD 4•k8" (MINT:) EX157tNQ D t�J ' i' )' { F"�EDClG19tE LED � - 1, -I ; 1 I) /" BEAM RE'QUIREOe f,, / j � BEAM TTlli3 1� CERTIFIED "!31°� p REQISTERED ENGINEER OR 1. £ }' ARCHITECT PRIOR i0 SHURER ,} 1 �"-`� 41 •: l gi5TAl1A710N. �• �AtiCHaR4 I, t' Al7IIiNA7E YlDOD Yin --i- t ixi' +col IasA�r wD t 1 , _ f (SEE 56tEtitN:E txa (SE€ SG7EIAlIE ON - i ►IVOk2 TEX scA.ir a. r /lt:' � r ( M -£A�-r 7. BNEEf T1j SHEET ii) �/i �. rt's.s. YA:#,. IV WT f i r 1fY` � 1 i S2 i/Y• DA � ..YAX. RWDDb� �__. l e,: _ 1/2' y...,. _........__..,. -.. ¢y��7 _ I i ,� i. 1 4 W044 ANCHORS j2* t 1 "•±. i 1 � (SEE SCHEDULE UN " ; fY6r. i ( F I SHEET 71) ..,pat �....: j j 1„ of � I SCHEDULE I i/a1..Ya..1" I J fj ON SHEET Y):..._fl, lgTg t ! _--^ Mfiu SEPARATION TQ GLASS. ,. � .. i �:...,.,..: >V a CYFn+� IpAY-,4M5 L MAX. ...... T" . £ SGHEDtNE ON SHEET 3 I � ,.,.._t�..s� � � tI�� T ) .L.. _ ,� PANEL 'LFlM1YI "1.' At9R=. L_`____..�. _-.+_ r-�!�. _-� .-Ly:.:.. (UR: n1P Aya (�E iCfiEIIULE �•,�---...-.--.�s� ..._� I ..,•�-.-.._, PANEL LENGTH UaiM 11r6RT^�$S SYk SHEET 3) t�� 1 ION "GI+�S�"'�"E E StifEt 3j3j f I 1 3LbI ! f I �' AyX. 1 TY' l* i r 1 ',,, Max � + � ' O 12 tj2' AC t �.. L, ..` � � 1 ifZ' F7NL� �..t! i #' � � \ � t � � 1%a`!-•�tK/G e1Rii E 'f --�.. ...Y.__...._�.,� WWl_ a t/+• O:C t a"x+" WOOD 9 ,- DECK REQUIRED CHO RE4UIRED •r`r '+ AN RS + t( WOOD ANGNCRS s I'% i SCFEDULE ENV ..._._>,,......_.. r I SOltE5171,C SNfET 1 {SEE � 1 1 ) L Y I' � ` I �++•,•-„-2=:Min,--...,.: :-,«;«/'* ��„NG lyND E>,n>.4�, YOr�tN71NG - YQUNTj�{ N,(�TIVE 3W SCAMP 3/$.7" �#111111NN//l� SCALE 3f8=t" fNSTE FOR CONBINAT1oN OF gFrTte.-N5: � �• 44i87 - FLORIDA BUILDING CODE n h Yeltx Hurricans Zone -y---�- f. INSTALLATION ARE ONLY VALID FOR WaL A:5,0. _ *' - TOP &BOTTOM MOUNTINGS CAN 8E DESIGN PRESSURE fWTING .s9j AND PANEL 6EN0#HS i - '. �* g ova taTEco. lla. Z4 GAGE GALVANiZEG STFFl STORM PANEL rr STi4 I"AAN Bh Tf OF ANY WAY TO SUIT ANY ((pp P-_.�..._,..-._....,.. COMBINED IN SCHEDULES tfEEf t3 AS PER 6N S RISTAEL4TION. : 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��A" '�� -r �M/loil ,fLG `""....�. /�A C,itQN PRODUCTS. L1C. MEMBERS TO $E SOUTHERN PINE NO i, wf SFTEOIFtC �y' / ..••, � '� L O iNt. GLOBAL. PROT£ ttae UNAL E � DENSITY OF 0.55 OR EOW4 t.•##:r Ara ,1#�e7.lt�E1 yly iiia M#i1F' N=aR ul"" Rsan° Al - nf"ul I•x^1=pgN"�tex��aAR ^)AA laAtNE: tai+kea-ram, FNc Ses#7lea-sTST ZO 175 Ch•RaO11T1Y. !A ilAw 17eIWia aae RG SFNfsMNuaeM{axm.. SW].7ER A 7aIR dr». PE * 7NftT x oA' to EQB INfAIALLATJON IN P SAFETY & E—Z HANG ST{?RM PANEL Cif SYSTEMS 1 DR r a'.YAlM3'3ti15 N-u pa &Al1M S i863-ta N1At' L9Nt. .'- 1lY �, 2 1 ANOMT�IiH1Z�oyc.. , s/4 Po iaEo tX+mrFTC ate' M,n. t» 19LOOA OR 2 u4 w�a� cP! POURID °CpHCAETf BV.00lc S 1 1JA {°j 0, 1 2'. M REOD 2 if 2k4" t70oO NwAiIE OR Mn•,,. REXAARffi M TINT' PR21 1 oAP QlFAIAw4 j_�sJ 1 �} 4NRXwi TERN71e +.E6 tar* IDDN3aN G a 10 .2 .'m 1• o VARIES 2' Al S' A Off Ct)i1T, 2.. � 6" AkPe. 87t (. 4133. AL1MA. AW1Rk 1Xt Y M A.. 1 O10 3 85-Hi64 S9iFL1 POURED t,!QXCMEtE, OC1RCafiE w.w ww.s r tiAt #1I4. WPUITE d.. atOM OR 2"a4" WOW FtNha (T+.) 39O5-N14 REOtXREO 7 -T6 8Otl3 ALLOY' -- 2" " CON{. AtIM. ANOIE ': t 1 1 / M41.� le c1c_ w/dAC"m 3105-0fl. OR L &_ ANOU Ta AI3A'/ CASE A (PLAN) CAS B {PLAN; CASE C (PLAN) CASE D (PLAN) SCALE 1/4'=$* SCALE 1/0-$- SCALE 1/4'-1' SCALE _v •`�' OR l'JA tY, amP1NMEt2A4TE OR PMMEti T- �jp61a�O TRMA AT f FEiMaE 1 AMD i5X 6OtIrwD OO. .-:_..6„•.-•«ltis• •t i7 ti`J CONg71EtE 6L0C1f j TQP !Q OM iA ! N*AIII:tWdE PtISt (SL..E * it) DIN 3kt 1z 9 f v' at 'y♦`. WOOD • '.. AS A IW ) to* _ OONCRT.TE &AL1t. VM185 � I s _ MUM,' { �� - 2'A4' WOOD YiIACiE 81 Mo4� Vi.. PFAfK 11EOUYlkL AS APPLM;A$E " 1O NA i9) Op E eop" s R uaft I {, y� r • v.° ,;1 6 5• EH, G Lei+Yr* Y 4. M('t ..1,. -- ' 1 ..-' aplr wVAR[MrNOHaaEa 1T1DMT III"4 , OR4 Q) = •}4 _. j FLAT I OIL (METER tIANww ENDPP#�M61Lpm It OSIANa t =csww iN'h•tp 4N.sws 100I0IN1i CASE it (.PLAN) ! Ay � uoa �_.,�p`y(� •• .. /j '$, SCALE 1t4'=1` N,r l.4• Ia �;•' •��C t�SE • S' VALID ONLY dt MOUNT �lYA114 �4' CENTFIEO PANiEL INSTALLATION ATCT _ wJN No. 44167 SURFACE LEVEL YARVOM WITHIN ale *;. FLORIDA BUILDING. CODE Non NI h Wioeti NMrrtcam Zone CASE E (PLAN) CASE F (PLAN) _ xima nr9oa Nn 24 CAGE GALVAIM0 STEEL STORM PANEL F-K 04%.aP SCALE Tf4".1• SCALE 1/4"=1" =dX^•-i0R10S`r` •.. �� 5 f�..t�" C O + PROTECTION PRwucTSF U.C. ° Gm, 44 me. N 111t y j'' y�, wtleN 6.IwiM. ' R"7= 2:)" 17rJ !Yw .T,-.Atla F= p,-a NIgME:. C95ti)Ndi-764a, FNI: (aa4)W4•a7% f+9 IFnI rOMd s.Yq.utan, 9MWW Nx F.t ,DK,fN•tE. WN.1611CA �IJ„P,E �" •.. mllLl a of 1! u 4 (VAUD ONLY FOR PANEL 1)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MIX. A.S.D. DESIGN PRE (WI17NTING � MAXIMUM ANCHORS <SPACING FOR E.D, - AS SHOWN ON SiIEETB 6 A 7 APPLICABLE 10 6 ANNr NMMTNU OF THEM PANEL LENGTH (na TAPCON L4Ce SCREW PANEUMTE FEMALE D PUNELMAaE PLUS w1T00 8USW7NG 1:3` Ir 13' is, Iw 13* 13` U' 13, Ir IN (BiiR 6 1/27 8 1/2' B 1/r 6 if2' 8 1/2" 2W (TOP) 5 1/4- 121/2` 61/4 t rn-) S'�" 6* e' a" Q' - DGP) LESS 13` 13, 13' 13• is' (TOP} "45 LESS 13, 13, 13' lY 13' 13,Ir 13' t3' 6 7f2' w (1tX+) tY Ir Ir tY 8' Iw (0mow 61/2` 4 ifr a. I/r 6 I/2` 6 1/2" (TOP) - -- 6 1/4' 12 1/2' 6 1/4 2.6•-O" 4"(.}A- 4 1/r # 1%2" 10 112`... 9 7j2" 12 Ir 4' (Nod) Ir - 131 13* Ir R t/r W (saiTotl) • SEE TABLE #1 FOR MAX. A.S.O. DESION LOADS & MAX PANEL LENGTHS WHEN SPACER @IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TO 12 MAX, AS.G, DESIGN PURE (p.Idc) MAXIMUM ANCHORS SPACING FOR E,O.. AS SHOWN ON SHMIS 6 Al 7 - APPLICABLE OF THEM PAMd. IS 'EL LENGTH (H.) TAPCON LAG SCREW PAFNELMAIE FEMALE BN PANEL.MATE PUTS WOOD BUSHING Is* 13, 13" Ir 13' Iw it /3- tY is' 8` 1w (mmo 6 t/r s lIr Q t/2' a lIr Q 1JR' - - 6 t/e 12 i/r 6 t/4 2W (Bois•) 7" 7 1/2' Ir 6" - LESS 7 ,/2` Q' 8' 8' - 3w MOnaM) Ir 13, 13, tY 73` -4w (mp) TO-45 +75. -75 13' lr 13' U" 13". BO (MM) Ir 13, - 13` Ir IV Ir 13` it IY 6 1J4 OM) 6 1J2" 6 1/2" 6 i/27 6 1/2, s l/2' 6 t/4- 12 1/2' 6 1J#" *( J' -- '4 TJ2` S` 7 1j2" 7 1/2' - IF 7•IQ6"OM)r D1/2'13* 10' W) + SEE TABLE #i FOR W. A,S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CC>RAESPi DING ONLY TO ALTERNATE 2W ON SHEET E TABLE 4111 A A.SA. DESIGN LOAD PANEL LENGTH 40 PSF OR LESS 6' 11- > 40 PSF TO 50 PSF W-2- > 550 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAKE ID OR PANEL MITE PLUS ANCHORS III WJ %ppmmvN4.1/2' O.C. .AI JMf 14:4IASI• ►L41 i -. 61 i 6.► t. 31 __ _� i... ..i. _. LJ1 SEE wm 13 & is FOR NA sw"G WSIMAXONS KM WOOD PRNNE BULONIOh MNSMM AM" SRA "AND W NMM am PwAUOE ARE MOIL+ M ON THIS SCH MILL FOR EU LESS THAN MmAu ON sCNFAULE iw.mu mom SPANWNO BY ImnxYM6 SPACING MNOMM ON SO4WA-1 sY ME FOtLOINMG FACTORS to TF46 NXPumm 70 eE Rmupto SP.zm umc MICA SMALL NOT sE tt55 TWX MNIANM WAGON MXROAIM FOR LAW MOM TYK ON Da4 SDIwDaAc 1f41 1 4'! ANC m T e tAYenrN IIMIM AKWO SHNCtli2. 3 3 3 �/IMLIIINNfOQ �•'1A.3 3 1 A 3 if2 MMtAISa 6MN hIIA.iA ieY w)'.. xp^ sw mww em NDT61 �. I30 1.eO a1, - CODE {V D ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 do 5) Ma, A,5,13. PRESSURE RAYING MAXWUM A NCHI R5 SPACING FOR MIN €0. PER SG#1EDULE 8E1.00 AAPPLICAaE TO SECTIONS A to t1F L MNOWUM PANEL v t J MAX ASa DESIGNP PRESSURE RATING tP e• MA1otALMi ANCHORS SPACING FOR MIN EA, PER SCHEDULE BELOW III X>'DESIGN MR'41ME µUol4UIj .} SOR LEW TAPCON sajo-SET 10 P US ZAMAC-TWLIN GLLK-IN TAPCON SDLA-SET fEWAiE i5J1B 7 FO-NNLIN CMN-NN d ,LENGTH 1 T1OP" ) m m m To m W.— To commm m m m wom m CON-OWCgL" m tY t 1 2 / +A` "+B 1XR LESS' 1Y 1S` 13' lY tY }3' - 7Y 93`- it ?r tY tY 1 5'-6' GR LESS " . ^46 TO' +68,. -85 1 Y 1 ' 3 1J" i 0` 7Y t3' - id' 1S' tY 1 3" Ir ur IY tY' IY Ir it to" t3' 13' 13" 13" 1 OOTTOM) tY 13, tY 73' Ir 13" 1r Ir Tr Ir JY 111/2 1 (BFIT ON) it i3" Ir tar 13, IF 13' IY T3" - IY - (TOP) 1Y i3' 13' IS` ir Ir tr 13, 13" tr it it t/2 2 (EMP) tr tY fr '1S 13' 13' t3' 13' t]" 73' 13' t3" '2 (BOTfW) 13' tY 13• tY Ir Ir ST' 13" it 7Y U' it i 2 (DOIT0} tY 73 _ i3 1 3" U f'.K IY 7 3 1 3 13 t 3 IY 3 (O+P} 13 IJ 1 3 tY A3 i 3 13 iS 13 iS it 1 /a tT4P } 72i t24 e 1' ' f + a / 4' l 2 1 i2" 2 i.. A a f - - 6 4` 1 / 8 1 + f 3 {Bona+ ) - _ 1 i' x /2 l2 ' if2 a14' J 6 1 4 / 2 E /2 21 2 /.. _ - e t +" / 6 i {' / 3 tiultwG C 6 B" Q 6 Q 16•. 6 « 6 6 6 « *, 8 a t /2 4 (TOP) 6 S 1 2" l d " NY.. 6 6 t ... f2 $' 7 9 %2" r. 6. a. s, , + 8.." _ 9` - Q• ._ 8" ,.. 6* _ 6^ DIOTIOM) a' _ 8•.... w - I" - *.. • 'I3 9 ' s 13" 1Y Tar i3" i ' 3 13" t3' 13` ,Y tY 6 NF) 13" 13•. 14" IT tr 13` 1r 13* Ir fY I 1/2 (MFI) 43 ` T r 13• i3' 13" it 13' 13`. 13* tr 13, 73" -(BEt710NQ: ..13" 13• 1Y IY lY i3` "Ir _Ir IF 13' Ir 131 11 1 Q 13' 13"' 'IY IY 4r IF T3• Ir Ir W _,_, 73" t3' 6'(f0P} 13* 13' 13" 13* i3' tY :. is` f.3`. 1S' 13` 1T ti t,,i B(tIN+) - 6 1/4' / 6 t 4- 6 1 4` B 1f4- - -. - - '6 1 4" 8 If4•: 6 !•'.. •- : - 6 Ile 6 t/4 6 1/e 6 1j+' - - - - 6 1/4, g 4' 8 (Bi}1T:+•) IY S" 7Y 10 1/2 IY Y II" - Y 7 1/2 5 1/2 Ia. 4 t 1 : -) >S`-8' TO r t+-4 -i3' 6' 1r IF ti- 6 Ifa, 13' 6 177 9 1/2' a 1 IY S lfr 1 TO 9-f Ir 7' la' 13' Ir 9 t/2 IY 9 1/2 10 1/2 4 112 13' Y' I {60TTON) Ir 7 lIr Is- f3` Ir to, - tr IV At* Q" 13' 6 lIr I (BOTTOM). 1Y a 13, 10 1/2 tar Y Ir 7' 1 1/2 5 1/2 tY 4 1/2` OOP) 13* 6" Ir 13" 13` a I12' IY 6 t/2' 9 1/2- 6 1/2'. IY 5 I/2" !Cron Ir Y 13' la, 13, 9 1/2 1Y S 1/2 101/2 7 t/2KI/2- 6 1/2^. 2 (60170M) tr 7 l/Y tY 13, 13" w 1r.. in' it- 6' it 6 ll:e 2 14" 7* 13" 13' Ir 9 I/x ,Y 9 T%2 tO 1j2` 7 i/2'6 1/2' 3 (1W+) tY 7 t/r t3' tY Ir l0' IN' 10" it' 8' Ir a !/r 3 (TOPI - - 72 1/2' 12 l/2. Q 1/4' 4 tj4" I Tfr $ Ij4" - - 6 1/4' (BOTTOM) - - 12 t/2 2 L/2 6 1/4` 6 I/+ E2 1 12 1/2 - - 5 1/4' a 1/4. 3 (BOTTOM) Y - Y... Q' O V2" Y 3 1/2, r 4' 4 1/2, 3" 3' (TOP) _ 7 1/2` r S r P 4'. M 4` 4 f/2' 3 t/2' 8 1/2' 3' 4 (TOP} 9' S 1/1- 4 Y Q` Q' 61 S lIr 71Jr (BOTTOM)13, Y U* 13` lS 9 T/2' tY 9.1f2' 0 1fY T if2' M 6 tfcp) U" B 1/9" I3* ID• 13" to'le I0` 11' 8" /Y8 1 (b13" 13' 13' 9tJ2' 13"a Tyr 0 if2 7 1J2"a !f2` B (Q07mY} l]" 6 1/Y 13' 13' 13* 70' 13` 4O' 11" Y 1r Y 7-I/2'.' `+ tJ2"+ I,w Q (TOP) 1Y ii` 13* U' 1r 8 TJZ'. 3$ 6 1/2" 8 1/4' 6 14' s (9On,*')14` 6T/4" 41j#': -. - SCE aim I I MR Amm" Tym E WACMO I" 'MSfAUI" Km wm fww 9WLDINa5. a MI M OM NAtiOR SPAO0105 AND WNMM SIM 9PSTMICE W 1N0X'A/EO ON IRS SM*ME FOR ED US$ It" NiMOATTD OR S0*UXX REOUOE AROHOR VM4'9Y "1II.YA4 VAOWO SHOO ON 071tE 9Y i1w FaLLOwMO FAoi6R6. FOX 110 tP!'ERA m 10 09 "OWL $010k O woo" OSTM4D 1NNO FACMOR :iINLL NM 9t I= nMN NMNA" SAU21O L19iC416A FOR EACH Am*m 1' ON 1F6 so"m 4E_ ANCIM 1YtT1 1/4S t 51 Iw* 14h I/4S i/4 n nua IMWNIt} A/MAlOft SPACM6 lA,.) 3 3 S 3 21/2' 2 1R 3- 3 iJY 9 aQMBfE. XN IRQ 3 31fY 3 ff2' 4 U7 3 lir 4 ACrAIL ME FACTOR asa " x _ ama1a .... 3 I - ,Ad _ EO - 1DO tAO. *• SPA�3NG5- tNAY VALID WHEN I6 USED SEE T 1 FOR MAX. AS.D. DESIGN LOAE)S NM 1AAX, PANELSPACERG WHEN SPACER JUSED.. n _ A". DESIGN f 40 PSF OR LESS 01-6' > 40 PSI' TO 50 PSF. 6`-2- > 50 PSF TO 60 PSF 5'-1'0' A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A: W SPACER AT 12 1/2' D.B. --- --------=A1 (SEE SECTIONS k ALTERNATIVES ON SHEETS. 13, 14, i6 .4rt 6} Not 3; UA17, R-to/t3, R-2A/13, R-3A/14, R-1Bjt3. R-2B/13,-R-3B/141 3' 1 R-JAW/15, R-2AW/15, R- SAW/16, R-#BMlj1S, A-2BWJ75, R-3BW/16. 1( { © © y 1 I I t � I i2 I 1 1 4*#-20XI"'S.S, 9)mlS Wj1 s i s ti r 1 f r 1 (USE FOR PANEL LElNGtii r i ) ( ; MAR I 1 �• ) I OVER 7'-B") PANG. LENGT}N I i � �REGULNt 3TOFQ,1 PANEL I 1 { 1 I REGULAR STORM PANEL s'-a' d +40.1), -4NTA PAL r (W/ OVMAP MD PANEL-LIMITH BOLT) LIFE SAFETY STORM PANEL 1 f 7'-8' d +SQ:G. -5410 W. ` {w/O OVmm i� PANEL LENGTH WL.T) A — 1 4 R- ,' ` - - - - --' _ 7 A � 2' B- kMH PANEL tEMOiH j ZO. ., .._-., N -! - �"t;.#'_-: -f __'*`` AT.ALL SS —TS W VERLAF A7 EA N7a. , 1 i _ P f ° r p,•l ° 4 - PANEL BOTTOM CORNETTS O I PON d LIFE 1 ., fr CIF _ '� WIM: fiRtT AT—i EXTER19g t WlNG MVf AT. _. LEFT PlVNEL RIGHT PAM! Y ipzt RMP41.ATH MS ONLY VALID FOR WIND.. . CNN. - R-1A%13...R-2A/13, R-3A/14. - R-1B/13, R-20/14 R-M/14. t MN SPEED UP TO 170 in.p.h. R-UAW/15. R-24W/15. R-3AW/t6.R-1BWj15, R-20W/15, R-38W116. - -- - ----, NCttORS (SEE SECTIONS k KTERNATNES ON SHEETS 13. 1#, 19 1/4" NAAT: GAP UEE SAFETY STORM PANEL 4'1') ELEYAT,ION M SCALE 1/4"-l' tt ^�REOUWN 2-I r(DREGUTAR I STORM PANEL (• CL475M t YA✓alE YNLEY) �' 570�1 PA9ND. NIMNNN MAX. LAP. � LIFE SAFETY PANEL z a 14 s FLORIGA BUILDING, CODE '.Non NI h Vtivcffy NMMOune Zone)'. E. STON PAWL • EXTERIOR B Sf(r-j/ yWy?r momTElEsw Nc AGALVAND L E0,., APROTECTION PRBDCTS, TLC. °? SECI10N A —A "Wh-at3rt SCALE 1/4'=1` POND it'kw-7DEFAC 1Sa0S-wN20-175h»r_r_ Mom' M.Iw+ .x Aaw s.Mw A.s OIGAY,O tp: P.E SFXj iM7UlIE/OA1E w. cA tXtii ,44 n,E. mYF.w ow 12 or is IN TAPCON R 0 9' 04, 4d9 O:C: REO wj STUD WOOD N�71VE A_115 E $- II id REGULAR PANELS] (,(F�iY PANk�L 174a, SCALE 3/aL(wNOS 1. INSTALLAM NN ARE ONLY VAUD FOR AS.O. DESIGN PRESSURE RATINGS (P,s, AND PANEL LENGTHS AS PER ELEVATION ON SNO 12. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC DENSITY OF 0,56 OR EQUAL TAPCON 11.0 wa it 4 9* ox. PUi� (VAUD ONLY FOR PANEL©i INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS # & 5) MAX. A.SA. DESIGN P E RAnNr tP.a:I) MNLNAUM ANGNORS SPACM FOR WN ED PER SCHEDULE on -ow ,+u F To R HLDOMIM t NN (n.) 1MX. ION P WING tPA•iJ "AIUM ANCHORS SPACING MR MIN EA. PER SCHEDULE BELOW 1 E PANEL 1 LENGTH () TN'CON i�-SET - 10 P U9 ZNY6G-NNLIN CNK-S+ TAPE N SpIBD-z£T 4E )0 P PLUS 7IMAC-W.BJN CA K__w § m fl m m m m m m To TO m t0 OF THEM +75, -75 tr It` tar Ir Ir Ir 13' Ir Ir 12' le- IV 1 §,- OR IPSY +7Q. -76 10 +719.-1RL6 is' S' 13' to 1/2 13' 6 1/2* 1Y 6 ij2 7 I/r 5 1/2' jr 4 t/2• t - a' -a' OR LESS Ir it, it 13` U* Ir 13` lr Ir Ir tY Iw T iAGt7oM) U' 61/2`. i1` lY T3` C- U" W 10' 71J2' ,3' 6' 1 (WIT040 1Y It* Ir 13, 1Y Ir Ir tY 13` tr 1]' 1O" ,ROT} 1Y $' 13• 0. l ij2" t3" 61 /2' 13 ' 61 (Y. 71 •S't /2 /2 t' 3 t'2. it *2.. (TOP)- - tY Y [ ' t3 " 13' 1 3' AY .. .• 53 IY I3 t2' 73 1 0 2 ' N1f1TiOM { ) t• 3 Y I` 3 i Y 1Y 9%' 12 0 Y 9 1 J?'•. 10 1 /r T 7 l* f2 13- -6 1 e /. 2 (BOTTOM) 13` Ti' 13` 13' 13' i3* - TY t.Y ' 13"' A2" 13' O` (TOP}... 13" 7' 73* i#' 13 " 9lIr / 1Y lIr 8 / f2 1 ' 7 /2 U" 6* 3 (11� ) 6. tf4' 6 1/4' 3 (8o7Td(i - - 11/F., 1 1fx. a 7/4 6 1^ 2 ,,/1' 1f4' - -- 8 t/4:& ij#' 3 (BOFiOM) „ 6 . , e tf2 r 6 a' lIr 4 f -crop)o. 7" 3 s` 5 1.. r i2 7' 3 1 /2' 6 " r . 4 7 r 3 ' 6 1 . f2' 1 21 / 4 GLOP 6 6 I a OOTfOMi j 2 6 6` Q12 f Y.. oM, ( ) 13 tT 13 YJ 13 13 13 U 13 : ,2 - 13 to*ow) ...:-...6 -.. 1f2 13 l3•. i3. ➢ 73 9 tO / 4S 6 ) 13• ®it* la` l31 13' 14, U' tY 13' 12, 1Y JO` (6iM04 _l3` Ir r is' la 13* $ 1Jx7 t3` 9 I/2'' 0 Ufa T tJ2• t3' 6" tNt%nMQ: 13" 11' Tr tr rY 1Y Ir 13. it 1r 13" Iw :(top) 137 S' Ir o 1,j2 13' 9 1' " I b t/2- 7 1 S 1/2" fi3` 41f2" (TOP) .- _ 6 44' 6 1/4 6 114- 6.1E+" '- - •' - 6 1j4='61/4' a (Ban?•). _. .. a If4 s 1/4'. 6. 1/4' 6 Ile 5 1 4` 61 4' - - Q 1 4" 6 I/4' a (NOTE*) 13' Y1/2 73' tY 73 Io" SY FO" 11" 6` 13` - $ Tf2' 1 ,�, TO Q•-o' JL lY S` i3•_'.101/a 13" 6 i t]' 8 9 7 1/2* 6 1J2' t3' 41fY 1 ) >S'-6' TO Y-6' 13" 7 i/r 1Y 1Y 1Y A t/2 Jr to 1/1 11 I/r, a" Ir $` t 0301,oM) T3' 6 IJF` 1r tr 1r 9' Ir 0` : la, 7 1/2' 13• r i (90TTOM) is, 7 Ifr 1Y 13- Ir 10" 1Y to* I1° s' 13` o IJ2" a (TOP) jr 5' Ir O 1/2. 13* 6 1/2* tY 5 I/r 7 t/2* 5 1/2' 13` 4 I/2. 2 CMP) ia' 7 lJr Ir 1Y 13'.. 110 13• 10 1/2'11 1 e' tY Y 2 {BOTTOM) IY Y 13' 1Y ta- 9 1/21 13, 9 t/2" IQ l/2 7 t/r IY 6' T/r 2.(9o170ti) 13, 7 1/r. IY tr 13' _,2 I"Ir 13' 10 11r it 1/2' r IY r 3 {TOP) Ir 7' Is, tY it 9 tfr 13' 9 1/2* 10 Ij2' 7 11F 1Y S' 3 MP) 2 Aft 12 1,/ 6 Ile 6 1/4- 12 if 6 1/4' - - 6 1/4." 6 I (BOTTOM) - - 1/?'(72 ff2 6 T/4' 4 1/i' 2 t/2 B iJ4 - - 5 Ile t i/4* 3 (SOTIOM) 7 1/2' 3 1/2' S r 7 Ifr 4" 6` 4 1f2' S" 3 1f2" 7' 37 4 (TOP) 7' 3' e' § 1/2` T 3 TfF' S e 4 llr 3- 6 i/Y 2 T/r 4 CLOP) Y - Q' -. a" - _ a' - 8` - ,r - 14 tOOTWM) It, - 6 tf2`., - - a` - r - 5 1J1° - - Y - 4 (WITOM) 13' 7 I/r lr 1.3=• 1r 10 tj2 13' l0 1/2 11 tJ2 Q" k3' Y S (iTW) '13' $ tJx` 13' - 1]' lY 9' f3' 9' 10" 7 1/r ,r r {IGPj 13* 7 t/2'.. 13• 1Y 73 IQ IA 1r 1O 1/1 / 1/2' 6' 13" 7" (&17r01/) 1Y Y TY 18 iY 9 t/2" 13` 9 if2' 0 #f?` 1Y tf :. it t0 1/2 11 1 a° tY 7' 6 4` QT. 4' ' - 1 4' 6 f 1' Q 2=)l Q Ile Q 1 j1 ;& T j4` Q (WITI-JI SSE %W 1 i MR ANpr0R8 " k WAG" A* 9C41AW0010Na Will e000 At11NE WILDN1OS ! ON1111I1t AHGRR SPAONN4s AM0 wmw 1 OEtAKM ARE. mictoo ON T/Is SGrf,OVlt 04to, 66Ss 11" ,InwANEO ON 50WDt6E R &I*" 6PACM0 9v AMLTMI.AW 1014N16 SHOW ON smiew d by NNE fOLL"100 Fvmm FOR Raw, QP1wA'i10k m BE POSMX "mum SPA4m Ww= Lem FA" BNNN.L WT M LESS imw ww" VA"a 004m FOR "m ANCHOR WK ANCHOR 74PE I/r.. N/4k t1V5aN sDM,-te'C o nNw^M WWRM maw WA= am) 3 3 3 3 3 t/Y 2 1/2 MANIAAIRA W6E G.�) 3 3 1/2' 9.' ] 3 t/T ] 1ASfAMQ(ae3 wrbt - 3 AG1U1l, sm ORnice qm3 FACTOR _-.• y t `^ �- LAM 140 - I'm TAP SPACINGS ONLY VN.N "WHEN BRACER iS IfSED. SEE 1 FOR MAX. A:S.D, DESTGFN LOAD NAM. PANEL WFEN SPA €R iS USED. I= 91 A _ A.S.I. DESIGN LOAD PANE1. WIGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5•-ur NS MAX- PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. l.• "f a d i.. R�. Bli�. C #X � w_. 3 3� L11it77�;1 1i •Ga • , �; L•t ,CF . c;. 3% SHEE75 15 A I6 FOR AtNpORS AMCNOII TIE 1/4N, TYPE A 9PACWO FOR WWALRO14 PRO ' MooF A4FNDR ANP IANNSAix . mOE )>d3TNOE ALE 6NLNCA791 0R 0 4l5{ED4E FOR t0„ um Tdm MOM, ca ON SCH ULE REDm ANCHOR SINIONG TAPiNN wow. mom WPzm #i.) - S ANRNIaea4s 'IAiIMR41EM1i •t µ?. wrcA NNLi - 3 1i1" MC6J91 uem SPAM W* Wm ON SCHEDULE 6Y IK ITA1,010wi9 MCIM FOR T1a5 CYERATVW TO a po"ImE, REDUCED WIACIMe O$.0" TUBING FILM SIAAIL NOT RE LESS 1HWN AmwA, am 9LIIMNteE 43U 171N>t6R ,if2` Iz T a" WMIUM SPAFAO WDOVED FOR EACH moctm Tt7E ON Ttl9 SOLOILLc 3 1f2' - rnNNJiETE. BtSICK REOURED. OH WALL WOUN77NgS I�iNlliryrNY_ SONG: 3/8-1* MAX, SNOTH LVATXMN ET t2) INTO WOOD r STRUCTURES --AEfWREDNEAOEA*: i { OUTING � 1 4'! TAPCON A I d 6' P.G. is 1 1 f 14! TAPCON O 9' O.C. t •.-_..r G[ASsp 'N eaUSw GLASS R.'-. j -._ ! DIAZ 41 .._._._,..,T 1" MAIL LEFX1iH ANEL LENGTH LSE A— 11 T (SEE ELZIAiION ON SHEET 12) oN SHEET t2) TO GLASS. '4✓ I t r i L2 a- i ♦ ICING as GLASS. i w R i/� at 1 �•- x 4'4r 1 L 25M4' 7;--tom, •iaf 2ir4` REQUIRED 1i REgUiREO 114'0 PAi4Et.MA1E Ptl+5 i., ;, ) 1 ANCHOR 0 12 1/2' 04, '*,. ) 4 1/4 a, PAMeLMA'8E PLUS '%diCtW4 d 12 1/2` O.C, 1G 1Q D1F[Fi 4: s YfALL 1�UNTINGS sraLE 3J6=i' I.uNIiNINHIp $Y:°'''•,jCEN� ••.,. 'ice 1, INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. DESIGN PRESSURE RATINGS (p,I.i AND PANEL L£iNGTHS AS PER ELEVATION ON MEET 12 44167 ? FLORIDA BUILDING CODE Non High Veloalty Hu cons Zone z 1t ; !Y .2OAD lama W_ 24 GAGE GALVANIZED STEEL STORM PANEL FaAwm.P. -c1 STATE OF 444 Z �� .r..t.,r.:..r• ---- PsyO ` 111LIEC0,111 . �Irrz "c OR L PROTECT" PRODUCTS, LTC, 4W lONAt bt1 STIM 2, FOR NEW WOOD FRAME CONSTRUCTON; WOOD MEMBERS TO HE SOUTHERN PINE Na & W/ SPECIFIC NNNN1uN1111` f xa wM:tlw, nw" 1 N P/A R s 6atEaAT 4 -,n, wmxe 06+)c62-TSFa, rAu t961Ne 20-175 DENSITY OF 0.55 OR EQUAL ,Yn, ACA-mmill Ins rI « serr.w w 900,14 Nn Pi. tA'A4JsMMMWRF+fP/'1a X Ar,) P#. TINT ': mat, is M is },d N N cn N CQ O� U N a) Q 0 O .�0 cu -a o— c v m Q M »w c 03 0 .?s -� v! _^' CD O co^ O C1� N e-.i ° - c®.1 A C� t9 N O N ,1n tyiA t� WCL v w fA = Qd M 2 cW C Q z Z Q J SHEET NO. SH 1.4 EZi/18, EZI W/18 ANCHORS -. (SEE SECTION EZi a ALTERNATIVE EZtw ON SHEET II. Fate AWr "(PM NOTE 2)LJNOTE ?J E4' s fiBi ALUMIN{7t1 Alo r< PtaP RIVE( LAST PAN EL[i) To BE INSTALLED AT EACH OPENING SHALL ALWAYS eE O O O O ! Q O O a PRDFADED WJ REAR HANDLE TO FACILITATE INSTAUAT10N IF INTENDED _ ` }t I( TO BE INSTALLED FROM, INSIDE OF STRUCTURE. ! 1 At 2 PER' 1 sk (-_ - NOTES a"-T' -t--�--r-r--r+-'r -r- -T--+-'-n-r--r-'r--r - -"t- L' j (9) F - E-2. HANG STORM PANEL SYSTEM �-^,fi (P-W- WEL) (INTERIOR PANEL) (INTERIOR pANE%.7 (1NrVWR PANEL) � WUi.. t CD & =NG OF PA ' + Ilk' F(.- TRACKS TOP :4 80TiO11. (ETTD PANEL) SEE NOTES z, 9, i I ) T } � � I SEE NOTES 2, 3, A a s,_O. (2), END PANELS SHALL ALWJd�'S BE OONNECtED TD B(Irt'0M TRACK ISE A STOP DAR ((p�) SPiAit- BE PROVIDED At Tilt' OF SUCH If PANELS, PANEL Lr:NOn( PANEi:S, (3). IF END PANELS ARE CONNECTED TO BOTTOM TFIAGN, CONNECTION SHALL CONSIST OF 1/i"e-200/4" M.s, W/ %!B">xE V32" WING ' TED PANELS Wf ,j+t-2oNt^ NUT i7R d/4"0x3J4" iLltn THuMasc'REw' INTO TAPPED BOTTOM f I.is w o FA ovEiarQ TRACK, L=14?N Of• FA57ENEit5 MAY HE AT EITHER OF TWO i (SEE SECTIONS AS apt r�cA&Ei EXTMOX FLAT FLANGES 'QF ENb PANEL. l _ - _ j _ i �_i sox (4). IN CASE_ THAT END PANELS ARE NOT CONNECTED TO BOTTOM -T-. �. - - - AFlJ[. I TRACK (ta. A STOP RAR IS ONLY USED AT TOP) AT LEAST TWO _- _ -_ _ - - - PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS • INDICATED ON NOTE (3) ASiVE. IN SUCH CASE, CONNECTION OF JJ_LL.,i_-1_LLJ-J-iLLJJ_L_J-ILLJ Llj-LLLJJ_LLJJJ tJ t L1JJ + PANELS To HOrrou TRAM 1tAY OCCUR A7 ANY PANEL LOCAfiON. O P P P P P P P _; 3 alias SEf wit x• ..„ 3' Ym. %. 1 IA SEE t` 11, '(' IN5FAi.(AT40N5 ONLY VALID FOR WAND �(y}Wf� 3 y NOTE 3 lJ SPEED UP TO 170 m,p.h. ANCHORS lS'EE SECTION Etf a ALTFANAtNE E'zTW ON SNFF 49)--'._,---`�"'�' --'� EZ1I1B, EZ1 W/( B TYPICAL ELEVATION EQR SERIES 2000 E-Z HANG SMRM PANEL a) S (t) SCALE: SWL rap po SECTION A -A ! SCALE3/32'-1" ��4Q,I�I T)jf�� k yl4'::' ^ '•., FLORIDA BUILDING CODE Non High Velocity NurAcone Zone .9m mrrco,11C 24 GAGE GALVANIZED STEEL STORM PANEL ' ' PROTECTION PRODUCTS, UC. " STALED ilE 4 .�'rQesEc.GLOBAL 41100 Sw. At VW37 $yn is M e X p!R Cib '. a.W fltW', \4 PAP aaF. iL W M0. xXl'I y4FPFa"J6 s7wq'. oAM1tf. R 7314 5 •t"4L: ... " 3 t.XM rtt-vmR n. o (!oN kis-,SSi PlrWda W;SrjiO[-TE40. rY.ri (054)M-M7 20-175 UNIF rk ![ PPts mm.bw- Art rr NdPNlHliJ1 wlLTor.A OMIT OFtR ENGINEERING ENt'&INEERINO EXPREt31ig PRODUCT EVAL.UATiM4 REPORT September 15, 2020 Application Numbs: 19 § 9A -:R2 EX "act Number, 20.31543 Product Manufacturer, Ali American Shuttersand Glass ManufacturaTAddress t54o Donna Roed West Palm Beech, FL 33409 Product Name & Description: 249a Gavanized Steel StormPanels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Repoitis Whig issued in accordance with the requiramantsofltus Florida D"mro nt of Business and ProlelnhrrelRegulation (Ftorlda Budldin9 Commisson) Rude ehaplar 611320.3.005, F.A.C., for statewide acceptance per Method f(d). The product noted above has been tested ondfor evaluated as summardzad herein to show compliance with the Ffadde Building Cale Seventh Edition (2020) and is, torthe purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following partMsnt Florida Building Code modifications or revisions. Substantiating Data: . PRODAICTEVAL1114TtONVOCUMIENTS EX drawing d20-3f5431itlei 249a Galvanized Steel Storm Panels (WFIZ & Non°F404Z)`, sheets 1-5, prepared by EaMnaerdtng Frrpiesa, signed & seated by Frank Berimudo, P.E, Is an intagral part offbla Evaluation Report. . TESTREtaE1RTS Uniform static structural performance has been tested In accordance with TAS 202 test standards per fast report(s) (ITT-ASG-V-001 by Hlackwater Testing, Inc. Large misslla impact resistance and clock load rig performance has been testeddibaarorde ea vdth TAS 201 and TAS 203 test standards per test report(s) AST•ASGA7-001 by 8iackwater Testing. Inc. . STRUCTURAL ENGINEERING'CALCULA•TIONS Structural engineering calculations have been prepared whkh evaluate the ptoductisasad.on comparative andror rational analysis to quality the tgllowTrsg design criteria: 1- MaKlmourn Allow" Sperm 2. Minimum Allowable 3. Minimum Glass Separation 4. Anchor Spacing 16D SW 12" AVENUE SUITE 106, DekRF(FLD HEACN, FLORIDA 33442 (9,54) 354-0660 ) (866) 396-9999 TEAM VENGINEERINUEXP RESS, CON ENGi "Rem NGEKPBESS, am Mdftw ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sled Storm Panels No 33% Increase in allowable stress has been used in the design of this. product. Separation (Tom glazing Is not required TorinstaHallons:outside of wdrrd zone 4 and essahtlal facilities. Impact Resistance-' Large impact mp ornesith Resistance has been demonstrated as evidenced in previously wed test report(sj, and is of the oduct. design . pr Wind Load Resistance This product has been designed to resist rind loads as indicated in the span aehodule(s)'(e the tes active Product Evaluation Document li",e. engineering drawing), installation This product$hall be Installed In strict comp9arn a with its respective Product Evaluation Document(t.a. engineering drawing), along with all components noted t erem. Product components shall be of the material specified in that product's respective Product Evaluation Document (I* engineering drawing). Limitations & Conditions of (Ise: Use of thus product shall be in strict accordance with the respective Product Evaluation Document (Le onginee ft ihavAhg) as noted herein, Ali supporting host structures shall be designed to resdat ag superimposed load% and shall be ota material Wed in INS product's respective anchor Schedule. Host Structure conditions which are not accounted for in ttds products respective anchor schedule shall be designed for on a ske specifi0 basis by a registered professioTrel anginas. An Components which are permanently Hlsiaited aball be protected against corrosion, ConlarnhN%tibn, and other such damage at all Ornes. This product has been designed for use w0ro and outside the High Velocity Hurricane Zone "MZ), Respectfully. FrankHemtardo, PIE ENGINEERING .&PRES541. #PEOWM9 J Cert, Autli, 9885 160 SW 121" AVENUE SUITE 106, DEeRFIELD REACH, FLORCOA. 33442 (954) 354-0660 1(866) 396-9999 TEAM LRIENGINEERINGEXPRESS.COM ENGiNEFRSNGEKP8E65.COM r,-PIk1n � cx Atia' t'"�. ��: r�e;oi,�:'se. v: 3r. fav lx lr•xri y.,"x,- -» r c Rwz n=FG'PrrIC , r „ u. r +SRSJ AY htk '.`� erEas rF �� rxma'.itileE � vi 1DT" Y_Jl [ a) 4 C !D 3 C!U ID N X Y !��r M _C A T _ _ 5 G 7i1^ ,y 't � J$ nr T- tr ti .y7. _ rU 3K'il,r, I a R3N-rc ' 1 r:v a 4W ' IT r 3•'t!' a J' x 9 x eri t":. dN- r �tk'i: n Irt y� 4' _ p ,$ G .^gY 1 �y r ,•L• µ Tr. S -tit' Vl Nk ,} a at., t 1. SJS i ' "tWP- W GE' n Yn.=VY J s L•• r ru w- 1 Le r us F S Ti rs ry V IY IN R 1. 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Ci'I:.f.A i+fiNblii; 3,y1•^,Ip r.N=t'I:,C^'"-..M1kt. d'AN }. ^1w.nluTl3d' It N 3 i k? thEi�l r.4'r.l. PS E C: F'6 L /li Ak" if L! �'4, r'�d; �.r "�.. R.•i •, k J: -:,y' n'r',A tx.l n,t:Hifir I73�. glJl .UMJ - f`r Itkra l/�. r-d!t' • -trnT' k ':ih_ ild f 'l� 4N +1 " t it "�F7t EC S yg¢ LL 0 is ry Au vrE uJrt r;`ry E-s,% x sr m 1 n rn . 'r,... .,.C. fE3 a4.3 W1AT--L� -FCfii i! P N!F x> Wb a_tiTXr. M-31541 A ^' - 'sf_-n xl-r-nF1 ' -k li�•n:.r•.rrtr - - - _ rA'Benovrme 1 .' gg _t/1.DPTY3NAL`TFLA/PdTRMFC19SUkEDTAiL _ 5' eiWst I �Lb- �, �I�s'q.. n. ' rA 'aw' a•"re 1� trzlK rrcr � = il'I`+3'cL 'R1r `� � ey""i(al T'`r'�'`- � I�n,r�'c •r°x. LtF L.ii L 1 Q.f: IllNli(IJ{NIREMRINP:r kN 'R�`�Hne I . r1. 'M1q tsriy InmXul 'iltillaN a '- INSTAUAMN DETAILS EQR $ERIE$ 2900 E-Z HANG STORM A Llr' ".1"' T •�RFTE OR T 4Y TAPOON OLOCK �yCONCRETE ANCHOR IA 12- O.C. R"EOrUIRED.. ^' 'l i,F AfC4Y HEOTflrE a i' FROM gED1NRE0 € { r` t-w SCREW o,1'jJ' PROM rr `C9' EDGE OF 1 _. it ,_-'}t 7t EDGE OF (ij ff 1 #r � W Y✓ i /� U/ ��}i � ra gr _ • �jx. 10 �IRI PpORA"MINUM popC.IiR ro QI.ASS..-.. j f *. N PW I tHISS tl Ili -t,l/ IIII rrgffiwMAIL st I PANEL LENGTH 4E '« �TNiuMMKV c am TD mAss. i 1 pN'� 5011;To /2 "-- { 1 l I",•f4'i TAPCON ANCHOR a Ai/4'f TAACON NO. �R D.' i § 1'q : •pU WOOD NCNWI a 12" D.C:. . L g [ • REpUTm Cr9NCirETE B(AOK y..,_""" REOLINiEO: ytau. uoUfItTIN(i At1# ►MITI SECTION EZt AMMAwM Ei1W SCALE 3/8-1- SCALE 3/a-l" si41lHlr yO(t{ IL J ENITAti, FLORIDA BUILDING CODE (Nan H h Velocity)HMV Zone) NOTIES:* MIN. PANEL. LENGTH - _ _ cons 1. iNSTAUATION ARE ONLY VALID FOR MAX. A.%D. DESIGNN. SHAD. BE 2'-b" S ' �*# Tlr ,��, mid 24 GAGE GAt.YANREO STEEL 5T0CtiA PANELIn, PRESSURE RATING +/- 40.0 p,s,T. AND $'-0* MO*' - �ri STATE A GLOBAL PROTECT" !'RiIDiICIS, f l C, "�' PANEL LENGTH. '. t L �► A /i Inc, 2. FOR NEW WO FRAME CONSTRUCTION: YW00Il jy Dom, " Fl[il;`(iL •. rpm i.ler TesTLI� a *� i'M' 41 T w ae X. Xa- .PnN,pY�Xy, tt aw Deft. !L 91T1. '[0•-i 75 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEGRFTC -,Do .1m PWIW:4s3*)[is^7'sEE, IX6 DENSITY OF M55 OR EOUAI, N 4FNw rJs. wow .m o"Al" R. T•&.. !lIN1Xjt ILaEi6"nr AWATEK A E Z I - -- tIX17 to , Ti ALL AMERICAN .SHUTTERS AND GLASS 24ga GALVANIZE0 STEEL STORM PANELS �H'VHZ & NON-HVHZj' VERTICAL MOUNT ELEVATION 7 NOTCHED PANEL'S i, N;T,S,. R3EVATjiyd^ ALLOWABLE PANEL SPAN &GLAS S SEPARATION SCHEDULE: 2A 6AUf,F tMN6S MINIMUM STORM PANELSEFARATHINFTWM-ETfA't5 (NVHa WINn30NE41, MAMAL rACU11 ` DESIGN INS7AU.ATIONS i,ESS 1NSTA rkN49OREA7ER PRISSURE AUJ3WAaLE liA Tle4 36' BOVE CJAAEk ' 3O'--. Tf2YVEG ,. E THAN WADE SPAN(mAX N A A 1 1 MAXIMUM ALLOWABLE RESIGN RRESSURES; AS NOTED IN 00%N DESIGNNOTES: SCHEDULES P4SITI'J£''A GATtVE ONPRESSU C ULpTED F•'dR,USE Y,WIT'H aa'SW'StEE p HALL gE MiNEb.AeR S(HE'1 ERRNINGNG P NG TNRE R U>f�` SNTS npg� AMS A A 'E1 HAs. Y;ANb CHAPT�( t 13 • LES .. itl 87iE C E"5. ''LB - ING� E _S- n BYSR TIv� o s((I(v .. T'E{A 'AP DS Si143MVN.ur HF_}}Et'FOR ANY USEGTN:THE -VIBit EcALC.I6%1bi3 r �,ror ..1urY as-tx fi 13. l-§•rl �� low ron'xYxmmrNi,'wsWA,'. bm[otrsd® ,• 111, MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) MIMUUMMI tiCJitTiilpv.fEi�37�t[i7iidE ni ONE f-- itiit€7Ea .. rFe7.iliillQii"" asix��iEll . TF>�1�0yQiF30 rSi�L^�EY>•�®i;Si:El�IF�IEiiIiE� ll� • ""FEREAC9 . ...... iW7VaK91111"Ina" E�:C%�I k�tlF3i �naTTa*++ts lEnNEZ'iEi1115111E"ICfstf)QE�u�I N. �wt �lE+a-°iE�ta~�F.T57i MCA E:51Eu'1� 7�i kl a41 _ .._ CVldn [ANtl. LEW6ttla Si I : - K sAE WDr . WB OE [nTT@I! sPSB'TrwW k55E ND'IE❑ NTAaLE 04+iE. (TTO TSAr .�_ §..NCCEMaB1.E seen --- a, n rM M ms r Wn P ' �EY1 6REAaa THAN TWAT 'roR k,YG On' No Ss'YaA4. wow o oiAas XEo s ANeA,#AN s Warm W4 cur �� erK'aPEeriVE NGCaMaI Aa]VE: i ➢F 11R PIPED rOa 9SbDNt'MG[@Y15 UA."rA WHEAE Sib0 ilbBUkKk[E RDT s! Clara Es ALL,EU m.PawOVE, 2i6 rX EfXr Dom .ednnou dwurvnW❑roww Was AT sa eaAXATroWsmetcarsaswu[EvcaaEv li use I Qu1R F a.35 4. APPLI likebTYf mdbK Y4RFD4T EtliT$ ANd PMIE i@W9"Wr+H PANEL AI TAXI e ! a ssBrAt d$ xA r+v t x4sx , AAS?AW Rr!YS"CdR3&-MQ.C. xsaui S; Y5 3E`Hi NfilA", i PJ., T bR .CWnUAR Pak P'a9N.B NA P%! W{HDM L%CI Ii$PTTOA _ pP -, EGrY4NJ •'rgNnl ..:.ITS.. Et L'Ir UA!>n AWYEWI'4WATt� II {}yrd TF+25.`._' .Mae.- 2T3 pF�ANG Palo Ar Tr Li"1E}d Dr w naAun t GLASS SEPARATION NOTES: 1, ENTBA PAM HEDUIE WITHPGSInVEDESIGN ir7 D£tBRr47NE s sc LOAD MINIMUM ALLOWABLE SEPARATION fit0lT THE OPENING TO BE t?.RA'tYt7ED. 2. SCHEDULE 5 REQUIRED FOR Use WITH POSITIVE LOADS ONLY, - tNTERPbfATION BETV{EEN LOADS IS ACCEPTABLE, OTHERWISE USE NINT' HIGHERVw LOAD. 3. t TALLATTO OF THE KVHZ AND OUTSIDE OF ES.`1BNTIAL FOR NS NS E UTSI WIND ZONES % THROUGH 3, D AND EPATME ATION FROMTHE SCHEDULE 7S NOT REQUIRW AND NO MINIMUM SEPARATION FROM THE SCHEDULE 5 NOT PROTECTED OPENING 75 TREM M PTIONAL INTERIOR FASTENING DETAIL ( N.T.S. L C OPTIONAL EGRESS PANEL DETAIL 1NTkti1DR FAST£NINCi I I" -- q,OfO' _- � a(i YPbtul1lX D,694 .20A540#" ,Lpi p o,,c>94T i' �'(oT ¢19#° ark 4.02' !TLC 1.:s3U, :'l:e3au, �"ND.IiEZ" :O .37s1tj D6T'" fit: YaA" 1 18011 HE' lxi ER. 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ANCHOR $IAl SCHEDULE: a4GAUGE PANELS-PANELFASTENERS 0 tNEF N O N v r XR M $I1fn.l 1 .H J S$ W X fi E t Lam >r l U } I1 i.,. <ul ( : ID d v "1 iU _ ,-, Y 2' 'w I, p 0 so w fy - M i it 3: 4 Bar am zz 4 , yy UJ R F ANCHOR NOTES: F3 I AN04OR%:HEDLLE APPLIES 10ALLPRODUCTS bEWrI3ED-HEREIN, BUTDNLY PROIJIOESS. OG - sp MAKi)0.UM.ALLPNABIE r�NCTi#(-$PiiCIN6, MAXTMUJM ALLOWA5WsAANS AND PRESSURES TND1rkTED 11 i t?ietlULE SHALL-... Y, N sfAN b APPL h 2 FMER:AN flR5CiI®ALE FiA5EDOly-PANEL FASTENER:SPACING, .THE EXISTING 9TAUGTLifiiE E MATERtALANCHOk TYPE SM-EC-TO12M 7 LOAD GREAZERTHANFOR SOLALTO NEGATIVE DWIGN LOAD ON SHTjiTfR ANr�'SELEGTSpAN GR�dTER THAN -A& E()IIALTO 5H UTTERSPM..SEL EIT 2 C ECR TYPE fD ON WArE C ON. SEE N7OU i - tUL$'. _ lY � dN APPROS . � MOUNTWG ONOr1i (... 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Y, N sfAN b APPL h 2 FMER:AN flR5CiI®ALE FiA5EDOly-PANEL FASTENER:SPACING, .THE EXISTING 9TAUGTLifiiE E MATERtALANCHOk TYPE SM-EC-TO12M 7 LOAD GREAZERTHANFOR SOLALTO NEGATIVE DWIGN LOAD ON SHTjiTfR ANr�'SELEGTSpAN GR�dTER THAN -A& E()IIALTO 5H UTTERSPM..SEL EIT 2 C ECR TYPE fD ON WArE C ON. SEE N7OU i - tUL$'. _ lY � dN APPROS . � MOUNTWG ONOr1i (... Nf NG t)E7 Olv 'g O N SriEfT 2 EOR.tDFNTTFIGATIU'NK� ra0N1tEC`TION TTPcy, ., 'PAFJELA ENE S"'ARE $TADS US 3 WGRCTSON:I -H.L MefliN St - d f ST R ES} N,IXt 'TIT EE#TVA TRAtDt `S DEED ETO E 5_a3 O C FAN L FA • E EASPAC(N T (kt8'S F TU ANEs(I:. UB E 5T N O A@LE VA LAIR- ( ) rr LL ° °.Are ° E N G BUILOOVT _CND � Ord H O -H nEi3S GL N 4 u uDi ) 5T 3N`A'rK �cEw- U : ER5 •- NVE 4 ANEFfORS.SHAI=L.B£IN ALLELI .,. RROAM. 17H'M FACTNR RE{`DM NDATtflNs,.. 5 VJALLO}Y BLIIGK 9T STRUCTURESlYt1L CON. ,M'TD flHTM o4D;1TLc>okl Ra. �ggal :. 6, NWIr4UME4E,NT,SHALL DEEL$:f'1Q7'EDSNAN. OR S121IOULE> ..... 8 7 HU ENIa _ [51SSG TA t ' r , : 4L.a. 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