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Home My WebLink About36498-36518 Camp Fire Ter------------ '1 1 1 ' II _11 II -L t[ La&� 3 v :L3 C I co v chi 0 0 N J Co CV I N i i I O 7 V Q 0 C> N J co I M rn CV i v C vCri 0 0 -a o, c 3 a CD N 0 Q- E F�- Q> E 0 L v c C J G7 4] LZ FO v c 0 CJ1I rn 0 a.. c 0 v x v 17 Sr. , 0 CV N S a N N 0 CV N N 0 �m v W U3 N 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 Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFForA.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF B•Ifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor 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 SO 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 K/WALL or KMlall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror 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 OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof I Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional WI or wl With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06,23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED - C.M. 08-09-21 5.0 NEW ELEV. X (ENHANCED) 08-20-21 6.0 REVISED SOFFIT DETAILS - C.M. 10-10-22 5.0 REV. ELEVATIONS PER C.M. l 111111111101 son oon 11, MEN ONE 11101 UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 6 - UNIT TOWNHOMES (ACCCCA) I = 17= INI 114 J%k 171 6-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN t 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. \ M 0 LU O t_ C� M N h N f0 C7 s cn 9 N L- N � 3 � �2,Q� r V N C. L ti � 7 .' FLO 9 � ' Sp To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edlhon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A ... ._.. .,, E Q g M8 N N a00 C �N O� �c Q�y M Lu Cp J u LL ur J LL CL — Z m e a L o C? W LO M Z d F L W 00 N = O U O W ❑ ❑ Z � M z � 8 Z o Q) - N Ul (� w �0 tJ1 c �t/1 ZD 'tia>'h'y E .. ti w C`•M o ZZZ E o E uco - as a Z® co g O U OU Z L E 0 �q�� O d L n7 ¢ n m 3 O Z N � v _Z aw J cam < gy Z ZO 3Z Wo� w a l�CD0 c 0 0 W > CV Co a) I— O CV a)T— N N � U- N a �. E iLO 00 U) m N }� 00CN f— 0 U-) O M o0 CD N LO C� LID r c0 CV r co 7 CV o Z z E 0c ?? _M Il v U -0, p NO : 22- " 493-12498 c JOB SCALE : AS NOTED SHEET NO. . I. I. .J— — .. -- I -_... 1 I I 1 11 I I I I - 11 1 1 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. —I 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w gw N a CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" #5 CONT REINF. SEE FND. FOR 1 QUANTITY #5 X 25" X 25" ({ cl a ,• CORNER BAR ONE -'� FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL — 6x6 W 1.4xW 1.4 W.W.F. ° AO ° A.a, a Q d a O a a G 40 �, • a .0 (4) #5 ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"= V-0" 5x50/8" A36 STEEL BASE PLATE � s SECTION A -A 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 FM24 BOLLARD DETAIL PER PLAN SCALE: 314" = 1'-0" 54'-4" - SYMMETRICAL 1 F-4" 18--0" 18'-0" op 1'-4" 13'4" T-8" T-8" 13'4" -0" '-0" 13'-4" T-8" op 10 VERIFY VERIFY T.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 ACC AC PAD T-0" x T-0" x 1'-0" PAD PAD L L w/ (4) #5 E.W. L S3 HOSE S3 2'-0" x 2'-0" x V-0" 0 E HOE 2'-0" x 2'•0" x 1' 0" S3 2' 0" x 2'•0" x i' 0" -� BIB w/ (3) #5 E.W. RIR RIR , / wl (3) #5 E.W. w/ (3) #5 E.W. CONDENS CONDENSATE CONDENSATE LINE -4" ELEV. FIN. I I LINE 4" ELEV. FIN. 1 I I LINE 4" ELEV. FIN. 1 o A W 1 a CONC. SLAB 0 2 W o CONC. SLAB 2 W a CONIC. SLAB 2 S3 I 1 1 I-0" 6'-8" T-10" T-10" 2'-8" 2'-8" 3'-10" T-10" 6'-8' '-I" 6'-8" T-10" 3'-10" 2'-8" 0 / / / 4" -4" -4"6 M ML 11 il 1111111 -1q 91 —yo I mi PROVIDE 1 Y" RECESS FOR _ _ _ I _ I— —I — — — _ ROVIDE 1 y"RECESS FOR _ _ _PRQVIDE� RSE�, - — — — I— —1 — — I r 4 F- SLIDING GLASS DOOR. REFE TO — t 1 I Ci61F1G� AL S�600A�E T I F SLIDING GLASS DOOR. REFER TO I I I MASON'S SCOPE FOR WIDTH I — I 1 SON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH I I 1 ® I M PROVIDE LINE FOR D1 is L_ D1 ICE MAKER PROVIDE LINE FOR M I I m M PROVIDE LINE FOR I I I u I I ICE MAKER I I I ICE MAKER D1 S3 I S3 I I S3 r / III 11 rr�I iv I I I I y 3Y2" MIN. 3000 PSI CONC. SLAB FOR 'n I I I I �� I T I I �� (I HERNANDO COUNTY ONLY. 3Y" MIN. 2500 PSI CONIC. SLAB OVER 6 00 IL VISO EEEN VAPOR BARRIER I I L ® I I I I 1 I I DBL. SINK w/ °Q 1 I I DBL. SINK w/ I I I I °0 I DBL. SINK w/ I I I ° zo C.J. - - - ,DISPOSAL_ DISPOSAL - _ _ C.J. I I pl DISPOSAL ��- - - —_ - C) " I 1 Illl- J -illI I I IIL_ Jl_ Jfl l I I I I I IIL JJI L- TYP. @ I -__ JIL__ -- I = = JI L- =J� I I { L= _ J IL a _ __ — — — — 2-STORY U.N.O. — — — — 0 12'-5" L 5'-11 " 5'-11 " 12'-1 " 12'-1 " 5'-11 " I7111, 0 T-0" x T-0" x V-0" w/ (4) #5 E.W. I PWO I I PWO I PWO I D1 D1 I I D1 I CD 1' I I I I I ' I 11 14'-6' T-1 " I I T-10" 4'-2" 14'- T-10'. F-I I --}-- III 1 0'-0" ELEV. I 10 1 1 I I 1 I r 0'-0" ELE I. I I I 0'-0" ELE I. FIN CONIC. SLAB 1 1 I I I I FIN CON .SLAB I I FIN CON . SLAB 1 1 —�- - - � C.J. _ _ ( I _ � � _ C.J. C.J. - � �� u 1 GG 11 1 I I I GG I I GG 1 S3 S3 I I S3 I ® I @ FOUNDATION I I I I 1 I I @ FOUNDATION I I i I I @ FOUNDATION I I I I 0" 2' 110 " I I 16'-0 6-10" 2' i0l. I ,I ® I I IL JI IL JI I I I I IL JI 1 I - °° II I11 I` I I I I o in a I I I 11 )JI I I I I I I I I I I I (ELEV. APPROX. 1 I I1-1/2" BELOW F.F.—�— ELEV. CAN BE NO ■ IMORE THAN 1-1/2" I — — — 1 L_ I \�\ "�� — — — I I I I BELOW TOP OF (EGRESS DOOR (THRESHOLD. FIELD (VERIFY K iv �� to .HI 11 iM N K W.H� I I u PROVIDE 1/2" RECESS FOR S3 �� _�kili�l-j S3 i4 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R S3 t FRONT DOOR. REFER TO v I I v FRONT DOOR. REFER TO J FRONT DOOR. REFER T T MASON'S SCOPE FOR WIDTH 2'- 0' 2'-1 Oj" MA3`6N'S�COPTOR VTIIDTH MASON'S SCOPE FOR WIDTH 2'-1 Oj" FM24 FM24 FM24 ■ ® EI ® I ® ® ® In I --C-- 4"ll 4" � � I 4� I -0' 4'-0" -0" 0" 10'-6" 10'-6" 0113,-011 4'-0" 1-8 1'-81. 4'-0" 0' 0" 0'-6" o o 0 1 1 -4" ELEV. FIN. io I I -4" ELEV. FIN.1 '4T I I M It 1,1k-4" ELEV. FIN. LO CONC. SLAB I I CONC. SLAB 1 ELEV. APPROX. I CONC. SLAB PWO i Pw01 ® 1 ---- - - - - I I 2 I ELEV. CAN BE NO ■ C.J. I C.J. 1 C.J. ■ I _ - _ _ _ _ h . _ ELEV. ROX. I I MORE THAN 1-1/2" 4 - -T - 1-112" BELOW F.F : �n w in ii BELOW TOP OF 1.4 5 _g I N o I I o ELEV. CAN BE NOS I I EGRESS DOOR I o N I It MORE THAN 1-1/2r I THRESHOLD. 1 N L o I o f I I I BELOW TOP OF FIELD VERIFY S3 S3 � 1 �' ® T EGRESS DOOR 1 55 I I I 55 I THRESHOLD. I I I 55 ■ 1 D1 I I I I D1 FIELDVERIFY I I t 1 D1 II i o f I I I I A ih I J I I I I I I c S3 4 { I S3 I I I y Q SEES 3 FOR I ■ — J l_ — — — ■ I S3 1 "- — — — — — 'O RECESS OT L J ■ I ■ N L L i ED ■ S3 S3 ■ _ HOSE HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL WIIN FILLED CELL BIB BIB W/IN FILLED CELL 1' 8" 8'-0" V-8" V-8" 8'-01, V-8" 10 Rl 11'-4" 1 V-4" 1 6'-8" 1. 6'-8" V-8" 8'-0" V-8" „ I A it All INDICATES FILLED CELL W/3000 PSI CONIC. 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: 4"=1'-0" I 1L I I II 1'� A 1 1, I e•� CV 0 N O " �c>'v < )CD ME M V >" CV L! M X cu-0. V7 fU O _ IA p N L ,n o Io .4 N Y E c t m o a 0 '3 R cm y � � E ce o 2 U iF I� �6 a ku /Vk�+ L, rj 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 aE N N 01 .. U) J m uric 2s � u- Q c J 2 LL LL S J a- W Z —won n m c L C� �pc co w W (0 m LL Z N 0 U z � W ❑ ❑ c.� ) t Z � N z � � � + Q U cn z � N � lg 4-1 0 LLJ 0 N w 4® U • J M coM g a J l.L. 4 0 E V o o� Z® oa 1N O Z O E - vod� a a N ru o C%i OY O0 Z v o <w Z ! < = 18 a wa ;0 � zR a 00, 0 O >� _ U r`oCAD �t � CN ce3 co N LLLO r N N Cr a 00 U) cU CV r C° CCU N � 0) fV F— O LO M N Ill 00 o O O 04 Q LC) 04 t_ E m M = y CV o Z Z E d *- m c a E 0 � Q p c � JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 2 MIRROR I II�111��IL<�JJIIIL�JI�'S11�__JI OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR i I i 1 0 0 0 11 LJ BATHROOM 2 SCALE: 3/8" = V-0" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20 X 38 18 } X 37 1 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20X63 18JX62i S.H. 16 20X72 184X71} S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38J 26x37i S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 1116 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 371 X 50" 36 } 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 } WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 } X 62 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" 0 DRYWALL TOTAL RUN = 14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �11 CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER tD \ SLOPE CEILING TO MATCH STAIR RISE F. FL. - - -L4F. FL. chta 18 v '17 1 1/4" TO 2" DIA 16 �� 4 HANDRAIL NO 15 _ LESS THAN 34" 14 �� NOR MORE `�. 13 U THAN 38" ABV. 12 Z TREAD NOSING - 11 CONT. 10 HAND RAIL METAL 9 U HANDRAIL o� 8 Q a) BRACKET 7�j u=1 BLOCKING AS rs Z REQUIRED _ 5 2x STRINGERS ¢ -- ;o T3 HANDRAIL DETAIL IV F. FL. 14'-2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-0" BLOCK W/(2)-1/4"x 3 112" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'-0" 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 e (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" - LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the 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 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate In newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches betwdbn 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, ralllps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any Ooint 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. 18'-4" 1'4' 134„ A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE I 8" 6'-0" 10'-8" 3'-1n,, 3'_1n' r- 'v 10 C� in MO 55 D1 TYP. U.N. STONE VENEER 16" SQUARE- CMU COLUMN C DINING N 9'-4" FLAT CLG. ® TILE VERIFY AC PAD LOCATION OF A/C PAD HB _J 5-SH 2468 REF I I 3 -2" 6'-7" o O 7`7 3 I KITCHEN z 9'-4" FLAT CLG. I TILE I I SINK w/ I DNV DISPOSAL I ----I L I FLRG.LINE-----u-- 8'-0" 16" CNTR. AT 42" A.F.F. ® r CV GREAT ROOM ® 9'-4" FLAT CLG. CARPET 13'-8" 0 GG ® `Q S3 6'-8" 1 �......_r r��■■■■.�, ■u �n 0U SH ■■■ man ::I • III III iii III } ■■a _�.7111iiiiiiii'Ll T-8" 1/2 WALL CAPPED UP 2x6 WALL 4,-4„ 'NO UPLIFT" _ Q S4 00,w- H 1 N - P_W_ _R_ �- TILE CV J r ILL 0 2868 W.H. O 2-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1-CAR GARAGE FU,T CLG. CONC ETE 4 N N ., r - - - - - - - - - - - - - - --- I I 60 I I ■ I LINE OF 2nd STRY. ABV. I- - - + -NOTE- I oo ib p I BLK. WALLS A RE 8'-8" TALL FOR "A" NIT 5-8" o HB i FROM FRO T OF 10 io I K GARAGE I TYP. @ x I S4 GARAG 0 N 8'x7' GARAGE OOR '4' 5'-8" V-8" 8'-0" 7'-0" 1 V-4" J, 18'-4" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Y"=1'-0" D1 STONE V-8" opVENEER -8" 18'-8" _ 0o 0o (o 0 LO 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) 3' 4" 12'-0" 3' 0" Vol 1'-8" T-10" 5'-0" 3' 10 2'-8" op ".1-4- © O MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) EGRESS I EGRESS >04 )04 0 >04 XXII 00 OWNER'S CA 55 BEDROOM D1 TYP. U.N.O. 8'-0" FLAT CLG. CARPET N o I o N $o 17'-8" cm io 6'-4" 4'-4" 7-0" I ® M.C. - - - - - R&S 0 O. BATH I 22"x36" a'-o° FLA cLG. ATTIC ACCESS _ _ CARPET I C M iv N I 8� (" FLAT CLG N ICARPET I Ir PW01 LID] I D1 ___ I - - - ----J TYP. = I 2868 R&S N 5 ® TX�,IV 7 00 8 7' A. _ 0 N AHU 9 60"x I a0 WER P I 10 io 5' 114' 4'-4" 3'-4" I T-8" 19 T ; LOFT I 1 13 ® rn Co 8'-0" FLAT CLG. 14 >04 >04 0 LO 00 r CARPET 1 o0 ( 00 N I 16 I co I I 17 IDOI UP 18 7' A.F.F. u 0 1/2 WALL b� CAPPEDXA --------------- IV 7 = 5'-4 fV 1'-10" 9'-6"XXII CV co 0 It 1'-0" 2668 °° BAT 6% N0 8'-0" FLAT CLG ■ M.C. CARPET q I WIC 8'-0" FLAT CLG. N CARPET 266806 N 0 Co � I cO - - M BEDROOM 2 R&S 8'-0" FLAT CLG. . CARPET 1T� - - G.T. F - - G.T. 4 ED MOD 25 SH 39" x 59"N ) It BSf EGRESS � 3'-8" 4'-0„ 7,-4" o bo 7'-0" 1 V-4" CO uO 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 1 40 M PH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" Hfftffitil 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. 00 FL00h N4 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. eh !V 0 =4- ' a O e4 d C= d E! ! V CA_ tom- O_ i C f0 C.� CJ --o�x C LL Q N ra c N O Cp Q Y _n! N 3 a' w w C,-:!:- E re y w a T= c o Cn u a c E CO o d� ��A1!d! i ; tSi1t/rl, ' OC.V_1E U • '&4 tX _ D Cl - � p SIG Q� UJ _ G'• E Ir O ` �,' R •� �� Nr OVES51O \ \ 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. E H o m V'IN Co O YI 00 C N 1 N0./�. 0) V) i` "L J N O 22 7k LL 0 N M-V S J 4 C J 52 LL- w �u-LL a 'LU so o Z �11 2o 19 0 N Z IZ Q J Z ILW N ZOU L) of W ❑ ❑ Cn Z N fh z � Z Q - M -9 N0 s �(214-1 '�• V `� �LLn c $ w J t r_ Q 0!� M Cl) L U E o o oa wa Z o N ru az Q & 23 a p ULL Z c 6C (� J No ab Z s Ez 0 q WCI_ I N 3t a w �r o°s. In 0 m � CN co m CO C H O CV L T N LC j CV a Cr E � 0 00 V J Eli4-1 N 00 F-- + O CV L.i') :'--' ,s] j N L.[7 0 00 N Lin m Ire)= C vi 04 o Z Z E O CA r a EE .. .�. U J Q p 1 C _J JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 3 - I 1 __ - - - 1 __ I I ___L _ _ LL- - - - ___ I I ' I --i.! 1 11 __ I _ I I 1 1 11 n OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR N TOWEL BAR I - o ao o I®F=7Lfi M L., .a._ LJj BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" =i 17 42" KNEE WALL WITH 1x8 CAP & CASING (AT2nd FLOOR ONLY) 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 J X 25 J S.H. 13 20X381 18JX37J S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 18}X62} S.H. 16 20X72 18JX71? S.H. 1 H2 27 114 X 26 26 X 25 } S.H. 1113 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 274 X 63 26 X 62 1/2 S.H. 1116 274X72 26X711/2 S.H. 22 - 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 X 63 36 J X 62 1/2 S.H. 26� 37 X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 -- 54 X 72 52 4 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. \ IL U CONT. HAND RAIL w J U 5 g 2x STRINGERS- A00 TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" v FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL + 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS DRYWALL 0, 0 JIM ),I.n Cn 121) cc ! CN CILO 00 CN D 1 1/2" MIN. CLEARANCE �\ - - --� F. FL. - 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 31/2" 3" FROM EA.. END, HANDRAIL AND HANDRAIL DETAIL 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 BLOCKING AS REQUIRED 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 '/I inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shalt 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 Iowest riser of the flight. Handraii 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. c i~ no 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB OUTDOOR LIVING 0 9'-4" CLG. A.F.F. 4 i° CONCRETE io '-0" 16'-8" 6'-8" T-10" 3'-101, 2'-8" qo 6068 SGDN. °i ~ 00 5-SH © oo O ----- -- REF I 2468 BF 8'-3" 3'-2" 6'_7" o I O DINING N KITCHEN W I'O 9'-4" FLAT CLG, 9'-4" FLAT CLG. z TILE TILE a I I SINK w/ I oo cO D/W DISPOSAL I in r - I I I r---J FLRG. LINE - ------ - 2x8 WALL 8'-4" 6'-0" 3'-8" 4 r- 16" CNTR. AT 42" 10 C� A.F.F. -1/2 WALL f0 i0 CAPPED r 1 UP 2 II 0o N I I M GREAT ROOM 5 6 9'-4" FLAT CLG. CARPET oQ 14'-0" _ 7 00 o co 9 PW01 D1Zo 10 GG 11 TYP. S3 v12 d 2x6 WALL 7'-0" 2'-8" 4'-4"LO o n 00 _ _ _ 00 �O *NO UPLIFT* Z_ _ _ PW01 FLRG. LINE _Q - � �-r•�rrp dP 1//-VV-ff-�� D1 S4 NS . TYP. ( iv 00 H1 FOYER I TILE o 9'-4" FLAT CLG. 2868 TILE 00 00 W Zo 9'-4" v 04 W.H. T.O.M. 7 4'a) 2'-6" 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION `t o WHEN REQUIRED � PER FBC 2'-0" 4'-8"42 1-CAR GARAGE o co 9'-4" F T CLG. CONC ETE ENTRY 9'-4" CLG. A.F.F. o N CONCRETE rn 0o v 0 r---------- ------- 10 I ` I 0<3 o I I 0<3 00 0<1 I I I I 0<11 1D I I 0Qq 0j TYP. @ j OCII r � I GARAGE I ` I K I S4 I 'v N CV tV n/1 M ® 06. -11 AnA!'.E STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624 SCALE' Ya"=1'-0" c 2ND FLOOR FLAN -UNIT-C 1624 SCALE: Ya"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 CO +28.3 / -30.8 +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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" uonuouuuouual ' • • • 4 A.F.F. 8 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. !V y W o� N Q U Q C`y C ca U C.I - mx N cp O •N y cV t y N O to d io a, w 7 (� N i y ca N �p a� c E R� o f I ltrA/F`�14 \\\1\111111 04 � 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. H � E a Ms S � aS) 2 :: ao ) o M O •k tl v Q LL � LL W M LJL. � a w L � 13 c6 �4 � o d' m�`° om W IL Z N O U � O z z iZ CA M 1ST FLOOR BUILDING PLAN SCALE: Y4"=1'-O" !r: O N O �' c �l -o0 Q d � W O L O O C M C3 N ++ C W Q- N t0 O � N O C4 lC Q Y a> G W y o cz U io ai v r u d y wc o m c E m o, a. \\��st��t►rrrr RU WN lflP�''�'i CIL • d C`lu P CV o the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. : fA F $ E N O 4 � LQ - W _N � O ': � � ti r14 n # V) � co 22 # tJi Q N J C J LL W I^ cc 4 J LL LLLU V a Z r o o 04 W �°'°' 0 J Z N M ZO Un a OU W Z L) W El z z M � z Uw U 0 Q W a 0c � W Il v W a° Z b z® Q E m F' @ so RU oa �o U Z O E �Qoa ` C c � ox N� o Z� z __ NN J N �b H fw ZQ W a�' Sao TW U O � C= O CIDv w a C O Q U CU m ^ N0 F� O N LL T N iMn N a co � m U 04 M C4 co N O to O 00 CD1- N Lo CD m m 4' Ch r M i/i N o Z Z E w m Il E o U -j Q pre J JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 5 1 I I P II 1 II 1 .— - .__ ..... -.. .. _. .__ ____. 108'-8" ` 18'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-4" 01 o IT I OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S OWNER'S BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM UNIT -A UNIT-C UNIT-C UNIT-C UNIT-C UNIT -A 1532 1624 1624 1624 1624 1532 ------ ----------� ° O. BATH I 0 I ------ ------ ------ ------ ------ ---------- I O. BATH ° I r----------- I O. BATH 0 I , , ---------- -� O. BATH I E) 5_ I r---------- I O. BATH0 I--�- ---------- E) O. BATH I , I ,� is I / I I I I WICv I I I ;WIC I I I WICv I I ,�r IC I I WIG I / I I t- -v- J I O I I I\/ I I I �_ -v- -J ° 0 I\/ I I I �_ ._ v__ J I 0 I v I I\/ I I - I I L _v_ I ° �© I\/ I I I ° L _ v_ I I I I\ I I ° I ®-------�.—r.J I L---------- I ----------J I L---------- I ----------J I �---- ----- O O VX 10< VX aoF0DO<,—, 90< Cfl [ O op ®PCK- DCK — e0 II II II II II II o I II I I II I LOFT II I I 1 II I I I II I I I II I I II I I I II I I I I II I I I II I I II I I 1 II I I LOFTEI 4 II II I I I II I II II II II I I II I I II it II II I I I it I II I II II I I II I I II II II II I I I II I If II II ® II I I II I I Ii II LO I o i o I o u I o o o LOFT ATH 2 (:::E F�DBATH LOFT LOFT ATH 2 O BATH LOFTCI] BATH G ��oE ATH 2 G I• . IC ------------------- ---------=U -----.--.--- lip, • t 1C I �-------- -- BEDROOM 2 I I BEDROOM 2----------� - 80 In ;0 lf7 BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 0o I no m ® ® on ■® 0 ® M ®■ o0 t o0 00 00 o0 T-0" 11'-0" 11'-8" 6'-8" 6'-8" 11'-4" 6'-8" 6'-8" 11'-8" 11'-0" T-0" 18'-0" 18'-4" af 18'-0" 18'-0" 18'4" 18'-0" 01 00 108'-8" 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" � G� Cr— G � � O V Gc� C c ro CJ N X G CL N � O Q N � 7• E C N V Q ��•`° c � f0 O 4 J ro CN t1 �0FE �1t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E V r 0 °° 7� N Q M Y LL J lJL u-a a —gam be L A O Z LL Z OU W ❑❑ U N z DCz �N o0Ln �V) Of N C� U •— -' of .,.. .i S L U U o N I �Q c Q 0 N � 0 Z Z M � LJL Q zo dF Z >p R L O(i O O � a ¢ °� z a Z m N H o op Z J 2� �y o go ? ° O d F C O O co N H O Cn T LLO � N a CN 1 T LO 60 U) mU U00 N O Z' Ln .� 00 O CO � r � N r EM cc o z E O 4i cV (n ,- a E U -°a Q JOB NO: 22-12493-12498 SCALE : AS NOTED SHEEP NO. 6 — 1 I _— 1 j 1 -- 1 I I I 0 911 101, B KEYSTONE DETAIL SCALE: 1/2"=V-0" WATER TABLE DETAIL SCALE: 1/2"=1'-0" 8'4" HIV C CORBEL DETAIL SCALE: 2"=1'-0" FYPON: DTLB4x6x9 t I J 12 - _ _ TC' . T_ ��. 1 L 7 _- 112 -- T - \` -: - I I I [_ T _I. L 1. -T 4 FIBERGLASS _ _' - • . _ - 1. ... _ ._ �_ _ [. .� �. _ T T - 1 �T 7f,� SHINGLES I J C _.1:J ..J_ _ 71 I L l I - r I T =f JiT 11 e I1 1 l 1 I 11- L_.Z.. Z �-I.__Z_ T.O.P. -.' - - ----------- - - . Z - - - --- - - --- _-_-----1�1/4'IR1M------ - - tnl`77 -�- -- � II ONE ■ 1 ONE ONE OEM MEN MEN - 6" LAP _- SIDING 4" TRIM BOARD 6" TRIM BOARD FIBERGLASS SHINGLES i_ - --r - - - - - --- -- HDR LGi7� _ � -- i I ° - -- - - - - I �- I _ - --- - o Z - _ .. _.. C'S Z Z o Z MOD 25 SH MOD 25 SH - - MOD 25 SH ' - MOD 25 SH - -- MOD 25 SH MOD 25 SH �IpIIZ5 STd - SHUTTER 4 MOD 25 SH TEXTURED FINISH N - F.FL. -- -- 16" BAN - --- - ---- -- -- ----------- - --- 16"BAND-------TEXTURED FINISH--- _- --- --- - r� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _.. - - - - -_- - - - - - - - I VW_- �Y _. CLG. HGT. - - - - - - - - - - - - - -_I_� _... V TEXTURED FINISH TEXTURED FINISH O MOD 25 SH Q Z ---- CV -16"BAND ---_ F.FL z---------- CLG. HGT 1 Fl 00=11 L- [u ❑ 0E]0=1 I 00 _1 E]El❑0 DU F]0 0 0 10 F7 z 4 UNIT -A 1532 12 4.01 UNIT-C 1624 I 1 . I Mimi MimiI IGe� ®IM11 ININI oeoil I -8'xT GARAGE DOOR __9'x_TG_ARAGE_DOOR -J 3068 DOOR 8'xTGARAGE DOOR 8'xTGARAGE DOOR—— _____30l58DOOR__ _STONE 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 L. FRONT ELEVATION SCALE: 3/16" = 1'-0" 12 14.0 _ I. 7_ L J, J_ _C T.�-C�`�_ �� Z -L C_,_� _ �..�`T �[ � __)` _ FIBERGLASS Z _ [ Z . [_ _) _ [ '^-Cl _ �. �_.. L _�_ _Z-. �I _.Z 1 [. l_.. _ )_ [ �.__ ) .) [ J__ FIBERGLASS SHINGLES - 11 1 t 1 .. - - - - SHINGLES z I _ J 1_ I_ )._I I_ I. -. 1 __._ L_� X. [...I. .1_A. [..1 [ [ I 1 I z_ J I J_ _.11.J _ I I ..J: J. J 1_1 L J � zz T:_C_T� � L - - I L F _T � T�- -T�� L ..i.J.__L_ L _._ LTJ_I I7 � _ J �_J � _ - - - T_ _ _ -T � � J _ _ LT 7 _ J�J T_ [ I - L _ _- _I �� - [.��_L[_J_ Z_1[ _> _1J- C_r T�rZ Tl 1 _l_ 1_..:1_ 1-1 T TJ- -_ L_ �_a _L L _L_ t J_ _ _T1 J _ _ .l_ I T _ -L s f_�._ [ _ r A.T.O.P. - T I_ J� .[ _J .J__ [ _ _y y _ T j [_ �_ -1... �. _, J_ �� T [ - - - T _ . _. _ -- T -T s T.O.P. HDR. ---- ------------------------------------------------------_._--_-------------------------------- - - - - - - -- -HDR 00 o o 00 io io 4 Z MOD 25 SH MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH T =:I [ _ -Z �_ �: C. _ - -I- - .I7_ T _ -J- 1 I I 7 _� T T 7 T T L _ J - - T J.. C- `J- -J -J_ :� I L T n .. J .. J , I . z 1 . I, -I 1 L �T _-J T1-�ZU _U1 L T T1T1T[T1T I 1 T1T1TI 1T� T�T�l_ T�� C LT _J 1T T�- r n ne . _ � -- i I ° - -- - - - - I �- I _ - --- - o Z - _ .. _.. C'S Z Z o Z MOD 25 SH MOD 25 SH - - MOD 25 SH ' - MOD 25 SH - -- MOD 25 SH MOD 25 SH �IpIIZ5 STd - SHUTTER 4 MOD 25 SH TEXTURED FINISH N - F.FL. -- -- 16" BAN - --- - ---- -- -- ----------- - --- 16"BAND-------TEXTURED FINISH--- _- --- --- - r� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _.. - - - - -_- - - - - - - - I VW_- �Y _. CLG. HGT. - - - - - - - - - - - - - -_I_� _... V TEXTURED FINISH TEXTURED FINISH O MOD 25 SH Q Z ---- CV -16"BAND ---_ F.FL z---------- CLG. HGT 1 Fl 00=11 L- [u ❑ 0E]0=1 I 00 _1 E]El❑0 DU F]0 0 0 10 F7 z 4 UNIT -A 1532 12 4.01 UNIT-C 1624 I 1 . I Mimi MimiI IGe� ®IM11 ININI oeoil I -8'xT GARAGE DOOR __9'x_TG_ARAGE_DOOR -J 3068 DOOR 8'xTGARAGE DOOR 8'xTGARAGE DOOR—— _____30l58DOOR__ _STONE 1624 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 L. FRONT ELEVATION SCALE: 3/16" = 1'-0" 12 14.0 _ I. 7_ L J, J_ _C T.�-C�`�_ �� Z -L C_,_� _ �..�`T �[ � __)` _ FIBERGLASS Z _ [ Z . [_ _) _ [ '^-Cl _ �. �_.. L _�_ _Z-. �I _.Z 1 [. l_.. _ )_ [ �.__ ) .) [ J__ FIBERGLASS SHINGLES - 11 1 t 1 .. - - - - SHINGLES z I _ J 1_ I_ )._I I_ I. -. 1 __._ L_� X. [...I. .1_A. [..1 [ [ I 1 I z_ J I J_ _.11.J _ I I ..J: J. J 1_1 L J � zz T:_C_T� � L - - I L F _T � T�- -T�� L ..i.J.__L_ L _._ LTJ_I I7 � _ J �_J � _ - - - T_ _ _ -T � � J _ _ LT 7 _ J�J T_ [ I - L _ _- _I �� - [.��_L[_J_ Z_1[ _> _1J- C_r T�rZ Tl 1 _l_ 1_..:1_ 1-1 T TJ- -_ L_ �_a _L L _L_ t J_ _ _T1 J _ _ .l_ I T _ -L s f_�._ [ _ r A.T.O.P. - T I_ J� .[ _J .J__ [ _ _y y _ T j [_ �_ -1... �. _, J_ �� T [ - - - T _ . _. _ -- T -T s T.O.P. HDR. ---- ------------------------------------------------------_._--_-------------------------------- - - - - - - -- -HDR 00 o o 00 io io 4 Z MOD 25 SH MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH T =:I [ _ -Z �_ �: C. _ - -I- - .I7_ T _ -J- 1 I I 7 _� T T 7 T T L _ J - - T J.. C- `J- -J -J_ :� I L T n .. J .. J , I . z 1 . I, -I 1 L �T _-J T1-�ZU _U1 L T T1T1T[T1T I 1 T1T1TI 1T� T�T�l_ T�� C LT _J 1T T�- r n ne . fi F.FL. TEXTURED FINISH TEXTURED FINISH -- TEXTURED FINISH ---------- q ----- F.FL 00 00 --- .--_..- --------- ---------- I _.._. - ---- - -- - 6068 SGD 8 SGD 6068 SGD UNIT -A 1532 I UNIT-C 1624 ( 6068 SG 66068 SGD UNIT-C 1624 I UNIT-C 1624 8 SGD I UN I T-C 1624 I 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. txtenor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N C= -' C) o �T J a w o d f l d r- O / NC, a > <� _"- • ru o V, N L N � O fII d 4 tV -�- a s a, 0, 3 ro y as c E o 4 � C) 0 \,fro _ �0 LL d F Lo r � 7l''�ll To the best of the Engineer's knowledge, Information and belief, thestructural plans and specifications contained within these d p sped 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 m C s�,°? N O 4 a C J LL W t: WLLLL a a 0Apo 6 f0 fV 10 O W o °' W °' m UJ U0 Z � Cl) d J N Q J O = W ❑ a C9 0 z � Z n Q J — In- Is n- N — N 7 z � o �N ' U pp° OLIJ p lJl r_ 9 Ni _ Q S� CD C Cl) gg zo S 2 Lt_ d E o z o w a S =® oa E: v N - x U S Z � O o � �a °0.d� pU ¢¢ wi W Z Z � �„ 1 d`�i CL ? LL a y F W U aE � C Jw 6 O w 0 s 0 2 O 7 U ca ro r1 0 H � O c'j N Co � U > N a cv 00 2 cc m V N .-- _ +_J 00 +- rn N N F— O �5 LO +-' N LC) 00 O O M to N Lf7 � N �'— ai Z Z E O m 0-U E � Q p JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 7.1 le —1_II 1 I 'L U -; - 12 T TT- 14.0 IBERGLASS 1 l I J. I -J T SHINGLES _ _ ,L � 1 ) � T _- I [ T l I I I i 11 �T JJ _ I__ A _ _ 1 - 7 DTI T . I i 1 i I I I- 1- _T_ r i `l' i 1 r r 1 i 7 T� T`T --_ — _ _ __ — — — — — — — — — — -- - --- ❑ 6" LAP SIDING -- TEXTURED - - - - --. FINISH 13 SH --- 13 SH - 4" TRIMBOARD - -------------- - - -16" BAND _ T.O.M. --- — ----------- _--_--_-------_-_------------ —_--—----_-------------.— .—. --- — -- � L7 -- ---- _ HDR. — --------- - - - TEXTURED b FINISH o Q 2, O„ aD ao � 35 SH 25 SH 25 SH— r 4" STONE CAP STONE VENEER T.O.M. HDR. - o - _... 00 0 f0 2nd F.FL CLG. HGT. T.O.M. _ - - - ' AT GAR. - 8" FRIEZE BAND T � 2' 0" 00 0 'v o - F.FL. 12 4.0r— i T _I -- T -' �— — — T.O.M. ---- HDR. 0 o bo in 2nd F.FL. CLG. HGT. _ _ _ T.O.M. AT GAR. �- 8" FRIEZE BAND $0 r 00 v 0 — F.FL. NN LEFT ELEVATION SCALE: 3/16" = 1'-0" SHINGLES ----- ---------------- - ------------------- 6" LAP - - SIDING - - TEXTURED - - - -- -- - FINISH 4" TRIM 13 SH 13 SH - - - BOARD _ -- BAND - PTF 7- 1 � .. Icr HDR. bTEXTURED o o FINISH 00 00 'v o — 25 SH 25 SH 35 SH 4" STONE CA STONE VENEE T.O.M rn RIGHT ELEVATION. 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 fleshings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0 CV ", Ce al Q ?L C W l L O a� o C Q.) N N C LL d �o C 14 to CD Nt �p N tj Q � 3 1 � c o N (-L c E �o d U P OP �'•.• tF .• r � R O S S l0` \\\��\\N FE lllllll 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. a n8 V �//ee N C0 N ao 5 ,� 0 4 aj M '7 t1 C _J LL w 0 z r0 lL SS d J a ��5n2 C _�ro l6 N " in�4jQ' Z LLW m CN N O U Z W ❑ ❑ U P V z � z Q $ d N U Q � u_ 4--J •O LLl O (l�VV l/1 c In � U U �0 • N �I� ti w M Cl)IA- h � Z Q W O n L o 6 N zp O N i °a f — 0 O E O 0 Z It U) C 4 U F ZZZ4 Z to a, 4 S go Wa� U w� �w C aLL � 0Th c O 0 >� = U m rn N^^,, L CV T N CV LL T Cr b CL E 00 U) M CD N .— rn V N 00 p Ln +-• N LO O 00 CO .- NI LO T CO r CD 04 ai m M h 04 o Z Z E O .- C c c d U ..°� Q � 4) JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 7.2 AL- . 1 --.IL- I _..I r ---1 I -1 1_. h 1 1 I I. 1 1 1 L- NON -VENTED SOFFIT NON -VENTED SOFFIT I litki1y-v LI`I 1 LU JVI I I I I.L•IILWIE a8_�Ll ill NON -VENTED SOFFIT I`IVIY-yGN I LU JVrrl I IYVIVYLly I LU JVI I I 1 EXTEND THE (2) LAYERS OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA NON -VENTED SOFFIT PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 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: a LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB: ration Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. Main Floor (Zone 1) Main Floor (Zone 2) Upper Floor (Zone 3) ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation Provided by ATTIC Upper SPACE SQ, FT, Total SQ. SQ. FT. SQ. IN. of 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 0.0 2.0 901 865 124 432 31 216 - - -- 276.0 --------- 276.0 0.0 0.0 2.0 1010 970 139 485 35 242 - - - --.--- -- - - --- 276.0 0.0 0.0 276.0 2.0 1008 968 138 484 35 242 276.0 0.0 276.0 Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0 (Zone 4) 0.0 0.0 Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0 (Zone 5) 0.0 0.0 Upper Floor 0.0 0.0 (Zone 5) 62 60 9 30 2 15 - 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 09, 2018 Bearing Wall Rating - a HRr Nonbearling Wait Rating - 2 MR That design was evaluated using a load design mathad other than the Limk States Design Method (me., Working Stress Design Method). Par lurladleNone employing the LImR Stades Design Mathad, such as Canada, a load restriction factor shall be used - Sea cuida ltxeyar.x► V7 * I ndirates such products Ish all hearths UL or CUL Certification hark far to risd lotlorre employing the UL ar cUL Ca rtif ication (such as Canada), respectively. 7.51!`E" MIN. 411. !'I ,� 1 al1%,P, o�'�P�✓'* 11/r>, ,•�,f''L...._.�.1 �, It'I /'\ f* a , , .... , , 1.. P . 1 n p .. - I . •_..,.,..ram-/ _-.1,.........«. t 4 Z I J Hori2ontoi Section o ,.., 1, Cancroto Blocli - Various designs. Classification D-2 (2 hr). a" Concrete Blacks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification If used. Where combustible members are Framed In wall, piaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1), 4. Loose Masonry Fill - If all core spaces are filletl v ith loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), viater repellant vermiculite masonry fill insulation, or silicone treated Partite loose Fill insulation add 2 fir to classification. S. Fos mod Plastic* - (Optional -Not Shown) - 1-1/2 in. thick Max, 4 h wide sheathing attached to concrete blocks (Item 1), ATLAS ROOFING CORP - "EnergyShleid Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF Pro and Energy5hleld Ply Pro CARLISLE COATINGS to WATERPROOFING INC - Type R2+ SHEATHE PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 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 FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge " CI Foil Exterior Wall Insulation" and "Enverge " CI Glass Exterior Wall Insulation" HUNTER PANELS - Types Xcl-Class A, Xcl 286 RMA%OPERATING L LC - "ISX-8500", "TSX-8510", "Thermashenth-XP", "ECOMAXCI", "Thermashcath-3", "Dulasheeth-3" THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, The, Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax a Exterior Insulation, Thermax XARMORci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTM ci Insulation sA. Building unite -As an alternate to Items s, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. RMA% OPERATING L L C - "Thermasheath-SC', 'ECOBASEW, "ThermeBas"I" ' Indicates such products shall bear the UL or cULCertlflcatlon Mark for furiodictlone employing the UL or cuL Certification (such as Canada), respectively, Last U.QdAW on 2018-04-09 GA FILE NO. ASW 0810 1 PROPRIETARY" GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacard pairs of gypsum panels. (NLO) A 314" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed limes In sketch). As an alternate to an air space, the steel components are covered with 6' wide battens of 1/2" type X gypsum wallboard or full sheets of 112" type X gypsum wallboard screw attached to the steel components, Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 3-112" glass fiber in stud space on both sides. Height limitation 68 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC....................................... 1" DerlsGiasse Shaftllner 2 HOUR 65 to 69 STC FIRE + SOUND Thickness: 3-1/2" (Fire) 11-3/4"(Sound) Approx Weight: 9.5 psi Fire Test WH1495-1290, 11-16-94: ITS Design GP1WA 12004; WHI495-12K 3.15.95; WHI 495-0743 & 0744, 1-28 8 30M; ITS 316W14C0Q-Ol71rr 8-30A8; UL R2717, 04NK03115, 9.181 UL Design U373 Sound Test: RALTL10-291,8-31-10 ROOF PLAN SCALE: 3/16"=1'-0" twIz C%J \ !V a \ C%.& ckr ti L_ O i• u C. II O C tO CO N c I >•C a ro o<41 , N W rrs cL- c) m t a CD a ro V d rn cL c E ro Q Cl- U c� w 'N �r J �� U �0 G w W ter+ •'b CN G, F L <u rt:3Sl r,7,rZ//llri!!►t11,��1,�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 Engineer's signature and seal. 0! E a S C8 o tJ 0' QdD may' cc 0 00 N N MJ tnNo� w LL r'. M mMv Q C J LL LL W uJ t m 8 W m cit O 0) g a, o, m u) N Z Q J Z LLW Z N O U V U 00 W ❑ ❑ L N en `dam z o Z d. -J - Q_ � cci U) WdAV V) Z m C.ri Cz (1) Q 'tom 4-1 cn M w O w g NL" N A� U O w M M �¢ o Z z � C oo R =0 cc 00 Z O O @a C,roomY O < ao 0 UU wz m3 rp N C .s z or O oa z (� J ab EZ zo ? 6-t os LL LL Su o 0 LL W U7-5 no O a� y0 O �Iw c O 4 U d rn m m r-� Nco r LCf N a CV L0 60 U)Cr In U N r _ �-+ 00 CV C V F-- O M N L!) ,0 o0 O t Cfl d T ` T (0 N r�- M = v; N o Z tEc z :3 E O r to 131 0.0 EC: ° a� � ¢ o ° 3 JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 8.1 1 SYMMETRICAL NOTE: PENDING WHICH TYPE OF TRUSSES ARE ORDERED (TOP CHORD BRG OR TRUSSES BUCKETING INTO MASONRY) CONTRACTOR IS TO FOLLOW THE D1 SHEET REQUIRED DUE TO THE TYPE OF TRUSSES TO BE INSTALLED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: %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 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR _1040 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 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 3 112" 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 1 112" MTW12 1195 1005 14-10d x 1-112" 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F N LUGT2 3100-M 4520-F 3100-M 3800-F w (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 1010 1 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY "*« DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 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 I-), INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER-1 x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 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: %6" EXP. 1 (24/6) or i%" EXP. 1 (3/16) TILE: 1Y32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" 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=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] e•_j b N p a� U i t Q ar- cm o N CM 'O m x in cwa — o N C7 � G N 3 = CU Y C, C L C CDCD_ d i C p a cr_ E o d � 0 111t1If i I'' F`.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 Engineers signature and seal. M E j� 21 C 0 'jam c, 'n di tq r �vC) `A M N J , C L a LL J LL LL pw I^ Z C d 0 o @ 1 W_ 0 cQ w ILC NZM G N OU "L) Z W ❑ ❑ C9 z z z n W ti N Z � LL +.j cn OLy N v ^ / ) U w E i M l: L ,.. = ai U Q gs S, 0 N s� O¢ M N u J L.L. ca cn EE zo �o 7d Ki z U I U �� U oa lu l O z Q chi E` �a o� c ao 0Y m2 ci ✓m Q z N � aw a z C) i a US ,O >� M CN e— ul") N a c I T CrY E LO O 60 0 m CV 00 rn N N O Ln I N O L O 00 m c'M I : W N o Z Z E O CAP r— E cc C: m a U J Q C JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 9 54'-4" � 1UNIT-A 1532 1UNIT-C 1624 UNIT-D 1625 I 0 in SYMMETRICAL AIr1TC. • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS S2 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 112" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN. 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 1 112" 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Old x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1 Od 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)10dxl-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 wl (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 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Old 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 -1 Od 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 TW16D SINKERS& (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 1 Od SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1Cd x 1 1/2" HHCP2 680 570 20 lOd x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS "CO TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 2 --�A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CON R PLY CAT LEf�f�F�� x SE Uj kF LLu LL , - cr) L CN 0 CVIco ) U00 ) coo SEE SHEET D1 FOR ROOF FRAMING DETAILS IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSHCLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 778.58 - O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r i ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: %6" EXP. 1 CV16) or lV32" EXP. 1 (3�6) r TILE: 1YY32" EXP. 1 03,, 16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS " (53r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32", 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 a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. cv ycy, aJ v u �a trt- o C � V N _ � m x N_ c a ns to .Q N t Q N Y m E � � 3 � i9 y a> rx y G � c E 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 FTF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH )4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX i O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JQ ELECTRIC PANEL DISCONNECT SWITCH 0 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I _ I I I I LAV 3" VTR I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV _—'na F fiLR 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 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service METER MA)N 0-200 AMP 3R Power Co. Feed 200A Indoor Panel Center NEMA1 200 AMP Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Risbr Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. O ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / \ FAN/LIGHT WP GFI irn r,----- I--- 1 DINING KITCHEN GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM ^\ /i^TROUGH-IN\ FOR OPT. ` FAN/LIGHT 1 / I I 1 / FOYER '�_ I I I I DB ENtRY WPa- LIGHT AS aO GFI® PER SPECS DB&GFI TO _----1 BE ALIGNED VERTICALLY 1 I�I , I I I C.M 1 UPSTAIRS C GFI @ 44" \ LW.H. A.F.F. \ O I \ 1 I +� I GARAGE I I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I � LU I I I 0< Fa I I Q 90 I I I DLU I I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: Y"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4'=T-0" M N O N �.. o A ,-o r� Q c� — m K N C L._ d �o 1n O i0 3 c a' W � ac E C d Cc 3 M U O E a � N 0 N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. W Q v E 8 N O O N 00 0, rn 2s LL Q C J Z LL W J LL u_ 5 a o W L p 7 M r_ r°CID IL 0 In N 2 Q - Z N O U U W ❑ ❑ ca R Z N M z � � Z � � U) Q Q J — N .1T .20. Q)l �Z C7 LL C/3 p '�• V O l!1 w g c N w t$ i c) Q Y • sr o QD C M N< 0 Z J LL E C C) w z � v Z na N V �0 X ti Up 4UVq O � E p 3 Z O N as mf <W ZC: N � �b f� rn a Z a aZ W o w �o O a� 0 O 0 > r. N rn N � � H � O T � N a cI LO 60 M N r— 00 U 04 00 v cLO �-- O +-� . N L O 00 O OT VJ Q O 00 CD N TL— ai m � I Z Z :3�! E O �i N m r m m E o ui c n U _j Q p JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. r 11 L—. I L .. I _ _.A 1 _ ! _ _.. I 1 II _LLL II 'I ' I I I 1 I L_ 1 _ 1 1 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PqF WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JQ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 3" VTR 3" VTR AIL �L I I I I I I I I I OPT. I I I LAV LAV r` I HANSON I BOX I 3„ I I W/C LAV SHOWER TUB/ W/C SHOWER 3" `_217d STUDOR _ T I , DBL SINK VEN �-' W/ DISP. LAV I W/C irk 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 OTHER L SUBTOTAL: 23060 TOTAL: 33935 1st10KWat10% 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 I AMPS: 133 PROVIDE 150 AMP SERVICE C.O. DISCONNECT ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT j WP GFI .m I j I DINING �1%, I KITCHEN 1 FI i a GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK 194 GREAT ROOM �*%� /�>ROUGH-IN\ y f FOR OPT. <FAN/LIGHT r\o, � I I � 1 / DB \Y NTRY IGHT AS GFI ER SPECS DB & GFI TO BE ALIGNED I VERTICALLY IKX I / Optional Overhead Service 200A Same As Underground Indoor Panel NMI 150 Or 200 Amp Service Center I 0 � NEMA 1 200 AMP Z 0 W QD L ETER MA N \ 0 _ T( 1 0.200 A P Serial Cable 0MW ..... 3R Power Co. Feed #4 Solid COPPER Ground 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. sl �� ll 1 • ,1 M111 GFI @ 44" ` \ LW_H A.F.F. 1 ` 0 I \ / 1 GARAGE I I \ GARAGE LIGHT AS xPER SPECS GARAGE O DOOR GFI --------------- I I J I I I0 Z I I� Q IQ a I I IU Q I IU 0 I I} C ILL- U I I Icr W I ILu I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL — UNIT—C 1624 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. __ - -_ -__ 2ND ELECTRICAL — UNIT—C 1624 SCALE: Y4"=1'-0" ss ens s%+ ./:.r d y w o L 0 fl O X fn d � N ]C y cL E s o s � d = of c c� a� E R, o 1 c14 N a CV 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 CS c: v °°�, �co c ili !'n N r-' tii Q M lei y M v u_ C LL W J LL LL o_ Z a L r03 _ a O 7 @ N W��pjO' LL m w Nco 0 co Z Q 0 Z O N O U U W ❑❑ (D M co M o (nco r~ V)C1 LL 4--J LL � � V 0^ ItI,^l1 � v l w ) v w J ~ F L r65 I el —0 u) _. Q Sm o ry 0 0 oLL wo Qs =® E: oo Do Z a E 04 go $ oz az w � 0 a w� mo rn r h z� Z � Q J m a°0 4 w �z �z Wcuaa ci g� k � aLL clo C 0 N r r' a� 03 CN 0 CID 04 LL cv _cv") a LO r 00 U N 00 °' 04 F- O L O 00 O T V, OT r GD CAD N ui 4 M a Z m Z E O iri CN •— M m a E ci _j a; cc a o 0 JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 11.2 I ---All I I ,` H PROVIDE A MII SEPARATION I UNDERGRI ® — — — — — — — — — — — — — — — — — — — — — — — — — ® — — — — — — — — — — — — — — — — — — — — — — — — — OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING . ® ® ■ ■ ® - _— ® ■ ■ 11 ® ■ ® - ® ■ ■ ® M ■ A --------�--- I I ----- 1 1 ------------ I I Fv ----- I I --------�--- I I ----- I I ® I I I I I I I O I O, I O I I I O DINING KITCHEN 10 O I KITCHEN DINING DINING KITCHEN ,10 OI I KITCHEN DINING DINING KITCHEN 110 HEN DINING O; , KITCHEN I I I I I I i i I I I I I I I 1 I I ( � L---J I I I - � �_-o - L---J I I IL---J I I �o I O II r---or--_ I Il ------------- ------ L---J ----------- L---J L---- -J J ® it I I II I I f II I I 1 II I I f II I I I 1 II I I GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM ® METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON UNIT ELECT. PLAN) - - - - - - - - ------ - - - - - - - - - - - -- • -- - - -- - - - - - I I � I ® I I I ® I � I I 1 � I ® 1 ■ _` 1 ~1 \ 1-CA RAGE 1 � R GARAGE � � ' `' — _ _ ~ ~I =£y4� ARAG E _ �=E�rR-- AGE 1-CAR GARAGE ENTRY 1-CAR GARAGE ® UNIT -A ENTRY UNIT-C —\\� _ ENTf�Y`' 1 -- UNIT-C �— — ~ �IVT`R�1F — 1UI�HT_C ENTRY ---1_UNIT-C UNIT -A \\ `� 1532 1624 1624— _ 1624 — — _ ~ -- —1624 1532 - --------------- —I I\ I i----------------I I \ I �� \,, '\ r-----------------I I _-_ `- — r--------�--------t I ~�� I — — r — — — — — — — — — — — — — — — —I ' -- _'�- r ` — — — — — — — — — — — -, J. 12" VERTICA YV I I I I I I I 17'�/ I I I I /'�/I I I I I I I :ROM ANY / ALL ■ I I FUND UTILITIES I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ■ I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I ® AID ■ * ® ® ® ® ■ ■ �➢ ELECTRICAL SERVICE PLAN SCALE: Ya"=V-0" 1 a+"a N - p4. -o W O ME u a ch C � V N N l0 O L N N W P J 6 r N Y Q1 [C cu eo y w a 03 mo CV N O N N N To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v E N N 6) 0 MM Y/ ' n r D J f!: Q yN0 LL C JU,W JLLLL ii a W W mN� O LL Cv Cl)Z Q J N o :i U Z W ❑ ❑ o < mown 4J M o o U 0 w In c w � Q Y seo r_ MN Z a X. _j J L.L � m yi a fo pLL W0 a� zaD pa (p 'o uru U �tt o E oa Z o t w ° 4 a a� c Z �� m O z Z O J �s o a �_ �o 0 >r: r N H O CID N T N '� _Cn 00 U) (5 oN r- m V CV a-•� 00 rn N I— LO 00 O M j N LO Ci7 r CD N r N o Z co Z m T7 `m m 0. E a' Q o JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. 12 -- U00 ., • - v• _O O O O O O 8F8-1B/1T 8F8-0B/1T = 8RF6-0B/1T 0 0 0 0 0 0 0 0 8RF14-16/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O °•, © OD O O O O O O O O 8F20-16/1T 8F20-OB/1T :O. 8F20-1B-2T OO 8F24-1B/11T 8FF24-06/ T O O GJ�V_ 0<A00 TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH IN. (1) REQ'D GROUT / U = UNFILLED R = RECESSED CLEAR QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY i W a .M.U. J ° 6F16— B/1T < F z a GROUT tNOMINAL. QUANTITY OF ° 5REBAR AT WIDTH #5 REBAR AT ° O BOTTOM OF TOP LINTEL CAVITY NOMINAL- O OTTOM REINFORCING HEIGHT PROVIDED IN LINTEL 7-5"' ACTUAL (VARIES) 8" NOMINAL WIDTH MATERIALS is precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ 4taximum 3/8" aggregate and 8" to 11" slump. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. Mortar per ASTM C270 type M or S. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load —Safe O verticalload Safe horizontal load — . ALTERNATE POWERS STEEL LINTEL_ #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J W C.M.U. ooVrn 1n0X (nom ui xowww c�� 0K Q 0 1P Z z i �--- #5 REBAR AT BOTTOM r MIN. (1) REQ'D N LL 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: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2ND FLOOR LINTEL PLAN SYMMETRICAL MIN. OMIN. E0 MIN. (�) MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SYMMETRICAL LU �!:- C:D Q. l_ O C rO U N -a m x N O (p .CX 3 cn L y cK .co y. �� o a� L 0 N 4.1 L] �y'• ��•`�/!/Iel(IItt1�V1��s' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, to a O C 20 N N ti Q ,^ 13 N O qy � u_ C M a J J U W J (L d Z (0 C L m �o n W 0 ��°'a? O W Z 0 N ZLL Z ad N C 3 U U W ❑ ❑ U z rz G -2 o (D u- { 4-1 �[ 0 C n O N �N e- flo t- U c 8 1, S U o C U3 Q v°Di o r. Q r_ Mw ¢ Z M O � q 0I =o s° aLL ,� aR z® a OI E V (p a� XO wa UO Z D CL % U eFoZ ° U cli N�i �x4�r Z � � J �n0 ¢ ° sZ Z 8 L 50 U W CL � ii �o a a w � U � o - o e�o c O 0 i 7 2 U � W co �...� CN H � O � N T� N LLn IN t- CL LO OCV 60 vJ ° 0 U _ +r � N CV F— d LO S� Oto 04 oo O CD c6 Q C,4 r- ui M 1 � M 04 o Z Z E r Co c Co a E U _j a? Q p c JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. L 1 Y 4rr' v c I cD v C Cr N I LO 0 0 J m rn v- N i cr) CV I cV N Co I co 0 v Q 0 N I N CV J 00 cV I M _N I v C Cr GO rn Vic[ 0 3 0 cV a E 1.2 a� E x v c LZ 0 U v c 0 UI U .o 0 n_ c 0 J a� LZ 0 N N ai v 0 O CL 0 _N v 0 i� m v a> NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 052 (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO TI N. THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS BRACING , RE UIREMENTS AND CONNECTIONS TO REQUIREMENTS, 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-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 y" 34„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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. 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' 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 STEELERECTOR. 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 A36136M 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. Irriti n/ prinkl r systemsincluding all risers and spray heads shall t e istalled within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 reinfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpour and mortar along the foundation perimeter must be removed before 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 verti I chemical barrier must be installed after construction Is complete, includingciandscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 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: THE CONTRACTORS RESPONSIBILITY T REVIEW ALL DRAWINGS BEFORE IT IS H CO 0 E EW CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. e� o _ > W v a� o c ca v C� N c LL a r0 C=, v� y o ro Q N � > E a> Cp Uas a�i c c= N d..tl � E c a � 11,1�0 rf 0\1 P •'��1 S F •'° pp CF J �p. S� \ OF'' FL ••'••....••'••• 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 Me structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E a 8 N V d a LL LL LL a Z M, ona 5 = re zS $ A O 7 N (p > o W � WLL Z OD Z d C14 OU Z W ❑ ❑ (D A V z N M z z � � d N V) z J a- (� W Co 0 w o Ly N ,N U e I � 0C U o co w CV')i� M � z J LL `E H E s � �® E 0 m C Eg X J wo U Z C:)CD,= �`�< °�z �z o T� v oU gE Z J am �z d 3 z oa w o zo g0 Z. Wn U � <0 F1- oN'i 3 oa w ZQ or Ui c C:)In >t\ rn m CV f-- O Mn N T u- N Cv r- �.� a 0 L C 00 �(nf v i m ) CC N 0) CV �- O v LO +-• ce) N Ln :D 00 O O 04 tn CO �-" (D N r ui m 6 M I Cvi CV o z z E c CIL E U � Q JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. _LL-L ■ 11 1 1 1 i --- -- 1. 1 1 1 e- I I _L___Il I.l p I" 1'I�ilAl111M' v+ 3 I v v- 0 0 Ln 0 J 00 N rh N I N N C I w O o- 0 N N I () CV 3 r" N i M N I 0 v- 0 v+ c 0 t, Q 0 i a E 1.2 N E 0 v J i N t.` 0 0 O UI V 0 a - a 0 0 v 0 J N ri 0 N N 16 O 5 a N CV 0 CN N v 0 a r m THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II �.I Y fill zo I [ I II II 16GAx1-1\2" LONG (3/4%1" CROWN) I. I MAX l I I I I. 16GAx1-1/2" LONG 3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN 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 LI I HOME H C G GARAGE SIDE O O O 6-0" aLO - STUB -OUT FOR O 1'-0" CDo GAS METER - o 0 N 0 • 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. T-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 *TOENAILCONNECTIONS 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/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap LU CONT. #5 BAR FILL CELL STD. 90° HOOK STD. 90° HOOK BOND BEAM SIMPSC w/(22)' NAILS 1 CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO —CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D ��—SHEATHING PER PLAN COLUMN AND CONNECTION :1 } TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI �i I y�MASONRY WALL OR INTERIOR BRG. WALL Fv TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR — Solid block all posts from above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule _ � Joist Bearing Location Depth End Intermediate 7—Series ® 9-1/2" 2-8d 2-8d BCI 5000s 7d`/d 11-7/8" 2-8d _ 3-8d 14" 2-8d f _ Clinch nails -1/2 " 2-8d 2-8d \ 9 when 2 8d 3-8d 11 7/ " ' BCI 6000s 8 I possible BCI 6500s® 5-8d � I 16" 2-8d s 8d 1) ma Support back of web during nailing to prevent damage to \ -_ 11 7/8" 2-8d 3-8d web -flange connection. �� A BCI 60s® 14 fit _l 2-8d 5-8d 2) Block solid between joists for full length of span. Tight \ 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. joists 11 7!8" 2x4/Plywood/OSB web stiffener 2" min. BCI 90s 14" 3 16d 5 16d 3-16d 5-16d 4 Place together and nail from each side with 2 rows of 10d nails 1 g 4" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or x 16 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides b 6"- Hangers with side nailing. y. -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1511101h SQUASH BLOCKS AT INTERIOR BEARING Use 3" (10d) nails at 6" ox Vertical load transfer =1900 plf max along load bearing wall. -- Load bearing wall must stack Iil" Load bearing walls * Non -stacking walls over squash=20 blocks and - require additional q wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker r lateral load. r nail each side l 1 at bearing. -- � _�l Squash block / (2x4 minimum) ---/ Bearing wall, Versa -Lam LVL or Glulam Beam ® i NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --t DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer —Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 1 beam below Load bearing wall must stack over f— blocking and wall or beam below.* — — Joist pz�sWhen joists meet over wall, provide \1 3/4" minimum bearing for each. I -Joist can be 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 61, 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2° THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL -�(- , - - --)f� 00 FINISH GRADE Backer block (12" wide min.) : I I II II I II I II If_ Nail with 10- 1 Old nails. — Install tight to top flange. SLEEVE THRU STEM Joist hanger SEE PLAN FOR FOUNDATION INFO d j STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top n mount hanger load exceeds 250 lbs.—� Install tight to top flange. �n d d I1- �^ 1/4"-2" gap - _ r Backer Block f. I "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" a at to of bottom 1/4"-2" at bottom f t gap p gap o op 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 r /� ; 0.6XJoist f 17 " r / depth J// r✓ I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/METAI2TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° sue" / (WHEN ' w/ (18)10d x 1 1/2" = =" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION d v 1—�II1—III—I\�L I-1111I11. • i 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE O SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° d PVC OR SCH40 SLEEVE / r PLUMBING LINE d �- d e'd n Z I \ a • J ca � It d /y 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 a p d 4 da. d da L %� II d— I ICI I I- _ li Ill, __4-__ s_ a SEE FND. PLN. SIZE & REINF. 1 e+n 0 �,:1'i"; 0 C w l� C Y � a o ep U ME �.,1`7„ in� = lL rl N � r- „q 67 N fC C= v '3 tc 3 d .2 E m o a v `> P f• S v •� �J Ci 1N. __ �r �-reSSt��N� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. a E $ 8 V 0 p a� $ = N ', I» rjn r•i 04 Q Zs OY U- \� �LLLL i a Z —v- a Y t m W N m W Z_ ILN m J L; M z° ¢ k O U ov Z W 0 ❑ ❑ z 0 Z C — �z _ r_ C7 (� N LL .0 o Cn �+ O�„ $ N c U W U 9t d 0 m Q 9i � M w LL F' r� �® O E: u a0 wg Z Q o m ao-z �Z wCq N � � � Z Z � No z — 2 ¢ ° o. z z z �o WCL LL �w O 0 v °zla 'ate ° o O 12 :i ca ca r.� N O I— O (DCN T— n N a I T CrV U E LO 60 m N Cj rn�}' N F— p +-� °Q M N LO O o0 0 c� Q LO N N � r— E CO M ` v; N co Z Z E O r m D o U � p 6 c JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO.SN 1 9 C I v Cr 0 N I L0 CD 00 rn v N i M _N I c I 0 Q 0 CV CV I Ln O N J 00 I rn N i 0 v, c a N ON O a E W E S v J i LZ an U 0 UI i ,a 0 i 0 0 0 J 0 N N v 0 0 a 0 N v 0 M m Su ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP*) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER --� CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL U 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 1Ad TnFNAII S T A R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, d PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o e SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM - - - - °' ° - - o D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ''T ACCORDANCE w/ TABLE _ -_- - - - - R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE CV ' e u r \ Z I M 6 MIL VAPOR o z_ BARRIER ; p 1 D COMP. SOIL. �101 (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/V-4" (1 STORY) CHAIRS TYP. STD. 90 NOOK (SEE U.N.O.O 4" V-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 PAVERS / DRIVEWAY CONCRETE SLAB PAVERS GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES s M 2x4 CONT. I GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 10d NAILS , 2x P.T. PLATE �,P I ASSUMED FINISHED n GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY - ;0 NOTE: FOR BEARING WALL CV W/ UPLIFT ONLY t- FRAME WALL T .M.U. WAL CONNECTION 0 C L rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° " v GRADE 00 a ! 151 7171' _ 1! g- _ (1) #5 REBAR w/ OPT. RIF _ 6 =SG SEEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 14" 13" O.H.D. RECESS z O.H.D. RECESS _ Cl) -77 Cl) a. oQ _ :. OF 4' 1 SEE A/S3 OR J/S6 —I I Ii, . , I I 111 -11= FOR REINF, INFO. L 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6` -'L I I I InTLL I - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N i �V j �V I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s BLOCKING @ 12" O.C. w/(2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /8„ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS — /2" � 6 x 6 W1.4 x W1.4 3 1/2 MIN. WWF OR FIBERMESH 31/2 MIN. �/ �` WWF OR FIBERMESH ELEV4-3 1/2" A.F.F. p w N c P e. n —P r31/2"(min.)-4" 1/2"(min.)-4" 00 31 /2"(m n.) - 4"� I III If° • 31 /2"(m n) 4" - Trtl I I I I T L_ I 1104Y (2) #5 CONT. ' I , „ (2) #5 CONT. q' - I '� — T—i—T�, TTT— — t TTT- 4 1-4 8 U.N.O. MIN. U.N.C. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP K`CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING O S�CVp,E NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �N J ,GON�\N INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING r SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH WEEP SCREED INSTALLED � BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH #3 OR #4 REINFORCING BAR o N — e Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi e u A D FINISH GRADE oo 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g _ I — Ib n D — — CD —- - 6 MIL VAPOR BARRIER - P ° TIT = _ TIT TTTT 1T, N � °D z `� R 1 7/8" TI _ n , I Lam I #5 REINFORCING BAR • —_1 �I�-�I I #5 LAP SPLICE (2) #5 CONT.- COMP. SOIL. (COMPACTED TO - • °8" �f- ! I MIN. 36" LAP [36" MIN. LAP] ,. , ,-' ON 3" CHAIRS 1'-4" 8" 95% MODIFIED PROCTOR ASTM - 1>1=f11 1TJzvm 10" (TYP.) D1557) - 4" m-m� V-4" - #5 STD. 90 HC10K #6 REINFORCING BAR #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE PLAN 1 112" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.)T1 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° 4 SEE PLAN FOR _ _ &LAYOUT DESIGN - - - TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL c - - - - Kr ,= I a : ° e aL17 c) -� BEAM SIZE & N a 9•' : i CONNECTION INFO 2x4 P.T. PLATE ' i 2x4 #2 SYP P.T. FRAMING w/ ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T - _ 8" o.s fi. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 1/2 GYP. BD. COLUMNIOCATION a SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w ? SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ HOLD GYP. BD. �_ w COLUMN SIZE AND BASE 1/CONTO. Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 0 BE D SEALANT SCALE:3/4"=V-0" S3 • Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a' -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND ' •` GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING v ' ATTACHMENTS & 18/D1 I I CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS � EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. _ TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CON=. FOOTING STEEL I I MAT REINFORCING. �' ' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN Cl) (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS oo ? GRADE- -j TENSION 120#) CONCRETE SLAB E L FILLED SOLID (SEE PLAN FOR -j ` 6 x 6 W1.4 x W1.4 Uj w SIZE AND REINFORCEMENT) c3 � • ;0m WWF OR FIBERMESH MLU 1= a w - v -E BRICK PAVERS or SLAB PER 0 LU o u' _ • • • • z 0'-0" FIN. FLR. COMMUNITY SPECS Cr M 6 MIL VAPOR _ — _ _ _ _ _ - -J FOOTING � BARRIER -I I I I- - I I I BEYOND - I I I -I I- I �LI-I ' ti _.• . PAD REINFORCEMENT—/3" MIN. CLEARANCE „ 4 „ 4 r�.•'► 4. ;, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' .. y, CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING (CD�12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3/4" = i' O" SCALE: N.T.S. �S3 N C� .-Q• o o C3Cxz � W t _ U t�1 n O c eb V CV �my< CU �o CV C 3 no o 'c dasW E 3 3 ``o w = o � `D Eo ci u O � l `. .•' •' N ^ a- GrN __ OF tv F t.0 •'�, o• �� 1Gt_r,`�� 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. Vill W E 0 cco, po Oq rNi a # " a LL w LL� a a Y 0 W a t0 D o W cngQiOi m uu Z V LLZ Q Z N O U U ii W ❑ ❑ z N c+J z z W LLl � U � G 0 w 8 .) r N C__*j �N ru v Q 0 0 N o cD w z E o �® o VC10 w a o� w F_ O Eo $ D o o� N n3 wo aZ wz M:3 om m� z� zc y 8 o U nz �F W U ?I ao w �o a UDUD a' c 0 CD a; LL CN f CAD H O CN a> co N L r— C N N 1T ci Cr LO 00 0 m U O 00 ICY) 0 u!7 �--� � N L C) o0 O '- N CD r (0 N T— ui Co M ` LO v; N 0 Z Z E 0 c a E U JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. S3 (MONO) I v croi� 0 01 0 LO 9 00 rn N i M _N I cV iCr 'c I cD v C 0 N N 9 00 rn N i M 4 _N I N i 0 N v+ a 0 i v d E N E 0 S L 0 c J 01 LL In 0 U 0 O UI co O i a 16 8 LZ N N N 0 0 0 C-4 N 0 v 0 i <) CS (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" vARIE9 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 ,; STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ 00) 10d U__ NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O, BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE ��- TO DRAIN ddL,/ EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \� — DOOR OPENING DOOR OPENING Cti 1/2" EXTERIOR GRADE SHEATHING CRICKET AS /T FASTENED TO TRUSSES WITH 8d REQUIRED Fol 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. 14�8"X8"X16" 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 K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT MAIN SPAN F TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a 3 13 ., ! 8., STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION _ NOTES: O 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. ( ) \'—ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) (D 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. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4,. FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL r W 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 GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 9 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 afIf 31/2"- 2x C 16" 1 TOE SIM 10d STL 2x6 FOF 10d O/C DOl CRII TYF 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 96-3/8" 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. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR %goSPLICE STAGGERED \N J-BOLT TRACK BRACKET vvvn r nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) 1 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OA DR 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. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (Al6d TOENAILS TO P 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 J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS /RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END LU U fn 2x TOP PLATE 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 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (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) - FILLED - 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 le • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 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. 'V R. r� c: o � � o C'` O L> M f0 V Cn N --.9mx =wa. v y a 4 N Y d d � C2 y o _. 4 x " 3 cc Ca 9 tU d c o � T N fl- c E o a u I R tir(tF Sv0_011111 r' : �• -: �LL a ( •.. F LO 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. H W 4 v E 0,Ci O y N �1 „ "o N Pi m A ti N a (N CD =� LL w Z 13 U.a —ern a 32 C M L-a8 W O�c �2O_i°' 02 w Z IL m J N Z Q co N O U Z W ❑ ❑ ca z iti ih z � z n r V)4--J z � C1 v o . U C) Ow C5 N Of �V � Cw � Q rs Q C w M65. o . Z E Q E � � �o og � CD �Z z U)o� k4 �" a N Vi ° a Nw W U 5 <o b s o �r N z < a'� ° <, �O 0 N U ai 0)1I— 2 N C0 H O T LLO N0-4 a N r Cr LO 00 U)m U N _ -J CV OLO C)o0 04 LO CD r cD j r E !� ch j z e, Z E Q r m` C a- E U 'a w Q 0 —� JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. S4 I I L! I I i I I I SIMPSON HGAMV W/ (4) 1/4"x1 112" 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-1 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 t7N SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45•± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND YAT 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING 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 CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT i DOUBLE TOP PLATE EACH JOINT w/ (3)10d i 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i�S< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 2 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; i W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS 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 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES�r DQ FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T' ON TOP OF PANEL @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 64' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3 @ 4 O/C TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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 " GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4"TRUSS VERTICAL WEB (24SECTION 2 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES to - 1/ (2)16d NAILS co 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 AT 24" O.C. ON TOP OF RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TRUSS SPANS 10d & (2)10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT I 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 O/C FOR THE (2) 16d NAILS N// 10d NAILS 6 O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF ; @ 0/C w/ (2) 16d (D = 0.207' , L = 4 1/2") OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED >,-SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS i CONNECTION 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) j 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2X4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF LOCATION �I [� 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 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .,......,. ,,.., ....,...,.......... �..,..,.,... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. IJVIV I ULl11 \IIVVI GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION �1 SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S`CJ SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w -BRACING W/(3) 10dx 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6 4' & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' 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 1Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS-- - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMNSUN 5N1 wl (11) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN fik q qq1 momm 2 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 L AS PER BCSI SCALE: N.T.S. ca SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Y , 1` sa v a . ra - Q Q G Co V N � co M o N p N L G7 R 4 N 7L N6 - G '> E d o s Q 4• is y d 3 cm d > � •ate c E o cl, U Q I trrrr,,,��f�r ,`\\\`�ttt►tltti SE .-�' N O %. F �0ESS'+ONP i.•�Uf/flf;iittl��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. flf .4 g 8 - V o s' S C O�iO U N n 0 0r�-V S (� M zszs ik IL Q C U_ 5 �+. Lu J LL LL SS p Z Z6 C o = f0 0 Zg �i «@NG > W � CD m LL_ InNZdr N OU U Z W ❑ ❑ CD � N z 7 r` Q � E3 N i^0 nN (� w V 8 O L N �N _ w 8 .! = 0 ti o w M p 6 a U_ C 0 Q OVcu W= a� _® E f— rD oa � O O cv ro � S a z � � _ c q °Z z 6 aZ 5 d O LL 2 az WCD op o a a 0 � O CD In I— U N � 0 H O N T N aM ILL. N T a U E 00 m U O N _ +�•� rn N �- 0 11tr L0 += CD 04 Ln C)00 O Q T_to �N r N r a F) A_ry O M Z E O T r d E v ui U J Q —I JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. S5 _ i 7 I cD F=- v 0 0 N I Co 0 00 rn cV i M N Ni N I 0 v N3 0 N 1 LO 0 cV J 00 N I r� N I 0 o- N v+ c a cV cV O i co a� E 0 s v J i ai LZ Cn U O cal i �13 0 a a c 0 LZ N 0 CV N N 0 O a C) N v 0 Q m chi ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R9032, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION P&f - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ 0 I 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: FOR UNDERLAYMENTLU STD. 90 HOOK (SEE DETAIL) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ AST D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TAB R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSHj - 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 w o7/8" 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 LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C_ ..d, a .. N • i j d M 1 I — — `. \ .`t , Ad 6x6 W1.4xW1.4 _ 1. A. d ° WWF OR FIBERMESH 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) 0- LU v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE 00 0? - o — "--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"= V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDF,.. 2nd FLOOR W, BEAMIGIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- 'SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. T 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 B SCALE:3/4"=1'-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=l'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 112" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x WI A WWF OR FIBERMESH d. ° ° .f• a. de. T • I 111-1 �-II II I J— I r (3) #5 CONT. ON 3" 8" 1'-8"1 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32"OSB EXPOSURE 1 SHEATHING �I x II PROVIDE r- x II II BLOCKING AS REQUIRED PER D w o SECTION X-X IF it II NOT FULL < HEIGHT SHEET- it II O 0C Z N II III JI _ IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T_T I I 1 OSS I I EXXPOPO5/32" SURE 1 F. F SHEATHING w II II IqI I SOLID 2x III O III II II II I BLOCKING @ ALL Z5 C SHEATHING 0 EDGES (SEE III OPENING SECTION X- uj III C III x II II Rw II IIF x E W 2x STUDS III III II II II BEYOND. r= n SEE PLAN o III I I I II I III II II I I O N 11 I11.._I ��_II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8„ "S" = NAIL 3/8" SPACING S 3/4" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI['d SECTION X-X T�7 SFF �Oy, N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT UJ I PENETRATE SURFACE MORE THANV8". Z UA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 2 LL T © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL, O <OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Cn E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J uj LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER F y ¢ o n �rOOrn wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z l- w LL a ©(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL - N w a MEMBER IF GABLE END c m NOTE' • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 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 $CIA 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C :.d ° .. E 4r— °d a N .° "' - III —I 1=111=1 I ° —III 1�1-1�1 �� 4 ' .d � _III —III —III . ° -1II��IIIIIIIII_ 1 1 I I I I�--III I I I Id (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -III=�I 4z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 !r'.) cli C ' 1 %-o '. ' O d LL C G tea U N ro X r C LL 4 N rO O N � a� w y c u N L _ d � u i G 'Q.0 c E cv o a u 0 ,,,,C,oa4salutt o��i C C14 CN r 1b Av ok FLO 01`ESS10l� nfilfitltmlloo 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 CM E 0 • $ V c N N V yy J Q C uuu ��LL a U_ Z — ei a r o, 0 EC?G o W o W ��°'°' m Z LO N Z C t= N Z OU o W ❑ ❑ (,� 93 - 0 7 N O 2"j z CD z N �Q) LL hhh 4--J_ N (� w � U 0 u, s U 1 �N y c -- Y 0 s�o w 0� M M H N� a E J cti E ECL o a V o O4 E� z o E O cli `g & W w� C Y 8 °� N3Zr mo o 0 '<W Z a LLa �z W a O w¢ -0 'C C)1120 >r-.,. 2 W ui m N F� O CU T N N CL ACV 00 o ca 00 F— 0 144*LO +_-' CV Lf� MM W O C O � T N CO rLO04 r- a� E z c M r— _ Sri CV o Z E 0 .- a U _j Q 0 C _j JOB NO: 22-12493-12498 SCALE ; AS NOTED SHEET NO. S6 (MONO) _1 I[ I'_ 11 1 1 1 v+ c I v C V) 0 L0 0 J m rn N I rM N I cV CV c I cp v 0- cn 0 -a 0 N LO I J 00 rn N M d N I v C rCr v+ c Y 1-2 N N O CI- E F— a� E O v C J i r7 CL U c 0 vl rn U N 'o a 0 v tt` 0 N im 0 6 Na 0 N N v 0 ¢ M m v a� v N 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN' , / AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER STRINGER MUST MAKE FULL \ 2x4 BEHIND RISER CONTACT WITH LANDING BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ FLOOR 2x4 DRAFT RISER AND TREAD STOP JOIST SIMPSON A35 OR / / 2x8 SYP DRYWALL STOP MUST / LSC EACH NOT TOUCH STRINGERS I STRINGER 2x SYP CUT TO FIT BEARS IN WALL ' x12 SYP I I I BEARS IN WALL �+ 2x4 BLOCKING FOR 2x12 / I ALL STAIR STRINGERS / I 2x4 PT UNDER 2x12 Cj AND TREADS TO BE 1 3/4 x 11 2x6 SYP / , 1 ROVIDE MOISTURE / VL \ \ PROTECTION #2 SYP (MIN.) L2AAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/" X / THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @MAX. 32" O.C. GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ 1x4 GLUED AND 3/4 PLYWOOD NOT LANDING \ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS SHOWN IN DETAIL FOR \ / \ NAILS) / OF STAIR TO CONC. W/T"X NAILED TO STRINGER CLARITY � f / \ � 2 �" TAPCONS @MAX. 32" O.C. 2x4 CUT ON BEVEL \ � � — — -r � / DOES NOT BEAR IN — — ALL WOOD TO WOOD Et. D D WALL GLUED TO CONNECTIONS TO BE 2x8 GLUED (PL 200) AND F SECTION VIEW "A" SECTION VIEW "B" G. - SECTION VIEW "'C" NAILED (MIN. (2)16d). / \ SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER \ SYP FULL CONTACT WITH LANDING TOP OF ' \ STRINGER 2x4 UNDER STRINGER GLUED AND—v - NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D j- I iii 2x8 BLOCKING FOR STRAP 2x8 SYP L-1 x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VI EW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1 /2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—% AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ _ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" TREAD � 1x4 GLUED AND NAILED TO STRINGER 6 FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP N PER CONTRACTOR PROVIDE 2x8 SYP DRYWALL STOP ' \ \ / V BLOCKING ' 2x SYP CUT TO FIT I MUST NOT TOUCH I STRINGERS G I BEARS IN WALL ' � 2x12 SYP BEAR IN WALL E� 2x4 BLOCKING FOR 2x12 \ SIMPSON A35 2X8 BLOCKING I 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST 1 2x6 SYP7 STRINGER \ TO ANCHOR TO. _ (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) A35 OR SIMPSONLSC 2x4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST (SIMPSON MTS12 w/ BEVEL GLUED AND OR 1 j"X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND STRINGER 2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILED TO SUPPORT W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. FLOOR TRUSSES AND NAILED TO FLOOR WITH GLUE NAILS) @ 6" O.C. TOP, BOTTOM 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS / AND VERT. DOES NOT BEAR IN WALL - \ \ �' NEWEL POST SECTION VIEW "D" SECTION VIEW "E" SECTION VIEW "G11 BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER 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 NAILEC I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE—/ AT STRINGER CONTACT POINTS �7 !. SCALE: 1" = V-0" Lt?x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4/GLUED AND NAILED TO STRINGER \ rOR DRYWALL SPACING H E SECTION VIEW SCALE: z" = 1'-0" -3/4 PLYWOOC ON DECK --2x8 SYP GIL AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 \ DRYWALL STOP NOT SHOWN F SECTION VIEW _ SCALE: " = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO tRING WALL BELOW i'WALL JOINT YWALL TO ✓ER JOISTS) 2 2X BdOCKING X STRING�R SIMPSON MTSJ2 w/ ' (14) 10d x 1 1/2"NAILS Z OR 32X BLOCKING 3 D RISte / VARIE SECTION VIEW "H" SCALE: 1" = V-0" M o, Co d v a cco c' C f0 Co X p CoLl- �+ ca o ._ N N .G N U f0 Q N Y °j w np. E L c N d �L3 0. V `�'`�j,�RC � ► Cie' � ;ti, .��. E S S �f ,01111(lItttVlkol To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E g_� 0 2 N °° �N0 N Q L LL W N U- l � a _ ma o a c L_m� 7g r�i�piO' m zt' M Z < r- ILW N OU Co) Z W o0 7_ N M CS, z 0 z Q a z 4 _, �U w s 'N'^ L" N � Lau � U c Q � _I 0 o, r` w M z f a E v X o K w� QQ ) Z �® oa ««O co _ n E oQ go o z g ro t g� a� Z �w OD � c aC ` & z d gLL z0 J< d oLL Zo mw W U a O O wa a 0 ° c 0 0 LO > (� T 1 U Cn L° m F- O � T N LLO N Q *� 7 LIB 00 r v i m U N 00 rn 04 F- o Ln o0 O M c6 T- N T N T m M = iri N o Z Z E O r— `M c a o U -j ¢ p c JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. ST 3 I v Cyl C cr 0 .a N I LO 0 0 J 00 cV Mi Id - I N i I v 0- O CV CV CD rn J rn N CIO M N i 01 i v i c QN' i n E 11-2 N E O v J co 0 U E 0 UI 0 a i a 0 15 J 2 i� N N N N v 0 O a N 0 v 0 Q m > <n DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 112" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 C 1 X 4 L FURRING 3-1/4" LONG X 3/16"m FURRING 3/16" 0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 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. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX it 2'4' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW, SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x 8 BUCK - CONNECT TO BLOCK NITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO + SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 2'-0" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RE& (TYP,) STD. 90' HOOK (1 Ml�[L ±5" NOTCH WEB AT FIRST 2 COURSI 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 2 1/4" 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAXSEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER A. P. D p A _ I GRADE D p A o TTT N A rn P (V A \ A ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN tR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #**/ #5 REBAR (TYP,) ♦♦♦♦ 1♦ ♦♦ #STD. 90- HOOK (TYP.) SCALE: N.T.S. If2x SUB FASCIA ALUM DRIP EDGE BRIG WALL TYPE —j-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW•—�-�1- CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS Wit 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2x0 + + �FNGTN + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �+ + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFG cuGGT n') AAIn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - I -v Z O a 2 U_ O w a U_ U U) a @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL WI COURSES 1ji{I' SOLIDD W/GROUT FOR OVERHANGS BETWEEN OVER 1 1l2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN ;. �. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 >. ° ' ° • • . ° #5 BAR ►• ► p 1-0' • D • _ • CENTERED W/ g ► • . ti s H ° IN TOP Q ► d KNOCKOUT/ N • CHAIR BLOCK MONO FOOTING f • D ° s SIZE AND REINF. PER PLAN •• AND SECTION DETAILS CLEAN FILL .► •. DIRT Z ••• Is STANDARD 4 #5 BAR IN ° 90' HOOK iv FILLED CELL • - - - - , • ' •, v • - % i' 16, • ' •, ♦e- - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. O � � c a a= a � � C f0 f-, C2 - zr m x �LA-m- � o 3 = W c o T a c £ � o a U 0 RU'A' L _ � Y O\ T - t� •,' \V,`•` G�P� d O� F L- ' `v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W TE Li co 0 `0 M Cnr"O�' a> (A � r> v J a 2 S LL W LL113 M LL a a- Y Mg � a Oc W 2C, rn m J 2 LIDM Z Q N o3 Z 00 W ❑ ❑ 7 N z � to (D aJ (D � - 4-, cn .g •U LU t/) TM w J I I < Q N O� N, W Z M z oS Z q O E 6= ry za V wla � gi,o U O ¢ V�O U g z N r0 �_ � po <o w y �� o n¢ z Q) Cn —I N m a � 4" L17 4 T 2 4 Q U WCL o oLL �a =$ �o C C O zo >CM t U r IrvN N L T N �r CV ' T CL LO 60 rn� vi -2 U00 N 0) 04 p Ln N 0 U-) o0 j N Ln N r ui CM *- o Z ccfri Z E O T7 co C cc a O 17 N U _ Q 9 C JOB NO : 22-12493-12498 SCALE : AS NOTED SHEET NO. SS *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING -- SEE ROOF PLAN SHEATHING ---BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B MAY BE 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 SIDE w/ (3) 12d NAILS REQUIRED w! (2) NAILSWH WHEN WHN HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. at 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. -� A CHORD AT ALL HAND FRAMED AREAS TYP. SCALE: 1 /2"= V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" D.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 iC -jt 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ — CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING 3 WOOD TRUSS SCALE: 1/2" = 1'-0" A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR _ PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER - SPLICE @ F.C. REBAR 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE - CONCEALED SPACE INTO _..___._ APPROX. EQUAL AREAS. - 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 5/8" SIMPSON TITEN HD, MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ - _ = 12" O.C. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" LAP SPLICE 1'-0" 6" 6" 1'-00, 6" 6" 1'-0" TYP. TYP. o O I O o O o I SPLICE o O I O o o O Z_p� SPLICE BEYOND Z_p" PART. ELEV. VIEW 1 all n 0 DBL. KO. BLOCK MIN. 0 MIN. TYP. F I 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" D.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. ore ':-. FLOOR TRUSSES @ 24" O.C. Ic'SI DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH = (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS DETAIL - ADJACENT TO TRUSSES 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 GA FILE ASW 0810 SCALE: 3/4"=V-0" /7\ In.d T/1CKIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" MASONRY WA SEE FLO( PLAN FOR MOI INF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE IN. 2x4 #2 SPF P.T. ONT. W/ (2) J"x3" ITEN2 SCREWS @ ill O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r5_2"*� SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS NO MINIMUM AIR SPACE W/ BATTEN STRIPS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 1" DENSGLASS ULTRA �' WITH APPROVED FIRE CAULKING. SHAFT LINER 2X4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7116" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING ABOVE AT EACH SIDE OF WALL NOT STAGGERED OVER PARTY WALL CEILING BOARD 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED SEE ROOF PLAN FOR STRAP INFO. -- TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS 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 CHORD SRG. FLOOR TRUSS FOR AN AREA < 1000 S.F. rLOO /$YSTEM AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 — 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. --� (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 �// (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. - (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED _ AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" _ 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ — BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d _- EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA & SEALED PENETRATION AREA W/ 4 10d TOENAILS (TYP.) EA. SIDE FOAM. DRAFTSTOPPING 2) SIMPSON SDWC15600 SCREWS SHALL DIVIDE THE ( @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOP CHORD BRG. FLOd# SYSTEM, PRE-ENGINEERE FLOOR TRUSS' AT — 24" O.C. GYP. BOARD CLG. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS 1" P.T. NAILER L—R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. GYP. WB. (2)-1 X 4 P.T. BASE NAILER — BASE BOARD TYP. "S" MORTAR (TYP.) PER SPECS. U_ CONC. SLAB -' ga . W SEE FOUND. PLAN N � 6 MIL VISQUEEN NSPECTION PORT. AT -�EACHIFILLED CELL (TYP.) 0 • (4) #5 C0NT. STD. 909 HOOK ON 3" CHAIR 8" 2'_p" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION (PWO SCALE: 3/4"=1'-0" TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE U 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 JP OF SLAB 0'-0" F.F. oo VARIES WITH N SITE GRADES SEE PLAN (V 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 N -V- p co e 3 W , J a CM C r0 L7 N —•z,mx N M C L y C .q N Y 3 a,s a d m y W J OJ •- = T N (Z c E c0 p 6. J tlllllllll \\\ �- N N U �p *C cl . :is FL4� .... 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. E Q g 8 o p ,e-M 93 S C3 4k li M 2Sz N V - C�p J LL o. J U S o. _= 13lit i' =m=o rn a � W cc P o o W i�iM4'°i m _ �Z a K ,^ N Z Ov U o W ❑ ❑ z � z o Q v 2 N U) z 0 v �N LL 4-J U3 U OLLl O ups c r NV) Cn U d c w U o Q 0 N em ti Q o ,. Q zu E: RS fp i � V o g0& Zo& N ru K O w ? Z _j � J b LL �l W O ild a'� U i o O NU F- o C4 Co CV � T LO c��l T CrCV CL LO 60 m U N 00 F _ O LO t-- n N LO 00 o rn CD O LO N cD N Ln �— m M T_o L6 iri N Z Z E O o' a E U � 'a p JOB NO : 22-12493-12498 SCALE : AS NOTED SHEET NO. D 1 v+ -v .-s c I cD O Cr U) 0 0 N 1 LO J 0 4 N I M rn CF- N i N S 92 I cD v Cro 0 N I cLO N J 0 M N I M C* _N I c� 0 v- u-� 3 C> N i 0 a E: E 0 0 c c J LZ i 0 V 0 C-D,I ci a i a. v J LZ CV 0 N \ N v 0 0 d CV C'4 0 N N 0 0 U Q m 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 ATWINDOW 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK c - 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ - -_ == REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW_ FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL, SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL - LETTER ON CHEMICAL /1 COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING NAILING FLANGE SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS D ETA I LS TILE FINISH WATERRESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- WEATHER JE BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 o� SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER -0m 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 1 �© 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL W1307) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asin each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8"CMU - 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - 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) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary V-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER LU w CL, a rn w w C) MCr :w VVINDOWUNIT 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 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - ADHESIVE TO BE APPLIED UNDER - - - - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID 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 EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR Zother a raved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied Q Cr w �3: ° A pp pP 9 p pp 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 Lim 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 INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED 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 (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, �,o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 8" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM THRESHOLD shall be installed at the following locations: BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 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 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING rTCH HERED FLASHING 1 2 4 I5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE, DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) n - - 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 FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be Ili Cement installed over the top of the weep screed. ISTER STOP J A Plaster NTINUOUS BACKER ROD over block EALANT 1 st floor OENTITIOUS FINISH , WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N �. N � CO - m UJ � uJ CDs-- c::) ry o CU CM CtS M N -- ap yc Cn rs C.t L NC7 G (9 d �� G •d E � o�Q G7G u '•a, ca 3 '- ��, c E N p 0 N CV CD CV CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M a E 8 V N W C N_ On0 y0y Y/ H rn J rNi v ae Q M U_ U_ LL w Z C. rn o S C. � fan W F, o N W rn13 Z LL °D N ° d N OU o Z W ❑ ❑ Q n� ,o N V) - M 3v _ � U O11,, g C y ,N U di w =' L . _ 1410-1 < M _z (xi Q uI v 6� w _® �w _ o Eo O4 o ra 1-- �� 4 (p � � z �Y y m m O 2 w ` Z v cn J < ° N Z o go W) 3: CD 4 a> OMillas 2O 0 124 = U � .---. N0 Cr'U Fes- CD r � N a I c LO 00 v� m U O 00 CN f- O L0 +-� -0 M N U-) O 00 N Lo Co T � N r ui E"` E a LO (h y N o Z Z E O r- `m d E U Q 0 C JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauge� +1/2*x4-l12'x2-12" 1/2" Diii 0 See Anchor Schedule Washan / Self-I.ocking Nuts Back Cross Support (May be cut to W) Right Sfatket (16 Gauge) 14 Se f-Df il ling Screws A A/C Unit 111,ottornt Edyt /C U' H ur urricane Strap one (TVpical: 3 In front) M Front Cross Support il�YC 17 ut (May be cut tow) At Left Bracket (16 Gauge) 0 14 Selit-DrIling Screws Thru brackets 6 Back Cross Sopport Into AIC Unit Bottom Side (Typical- 3 each sidle for hurricane use) spusdx com"non. insur-te - Imn-W -cl. k Hitimn-C.Air ana- Raillead awims avallsials, Won request fit "a=) C&IIIIII Might Vorrolon M=Water Affirmation 2020 &.art Vent products, 1. CalingloW. Structural Componentg 3 catingii Products Introduced as a Result of Nt Toon-logy complain. Matti E.luirliarm Poland from a Raids Ralad-al Architect - Licensed Florida FU682ZM*,d,,ft R.feldimmal �glneimr ANA =1M"de =0154oflo" I 2 SmadVand llldl�:11510111 3 .,.,Mode 54o520 4 amemmid 111=11"01121 5 art., Made 54o324 6 somadVent Modol#1540r!570 7 done", Model 91540 574 C992 11,0111 Y"- YAWLIGUM Revision 2020 Droxel Metals Im Cameary: Roollog Subcologlow. Moral Racing Comprommili rimerect Eveliumillon Report IMM a Florcro Regaoinued Architect or. Licarled Flarlds praftesiorml Emeorem, F Lin28Fl4lg linshuct, Floride Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail antax ge Gore MA Inanfor a Lkmlo W." Grelill. Hw-.F N-oPE (677) 441-8368 PE-7377B om Product Duel FUrltfian Flood and Vemil VIM Dust Function flood and Vimillinch Valid mluImIc,dR..dV I Inswilleal r1coavent Docir likina Vent Wood! W611 In stallod Flood Vint 14 5&qud, Games Door Flacal Vent Vaidded BY Locke Swcol, PF (334) NO-1800 page I of 12`181 21h 2112 Vale PlodlrmQ DID validated egiamitted FOC AoprM Aparm Rdw i2m 612020 12riwo2a 12*wlto Approved 9LIWILVAIlUtarW§ continall exilialawim 12GV2023 AparommodforUso in H" Y. AqgEtyhugLym putiold, thimbiz Y. Iffiaw Radiative WA atow IW100 1201IJ2025 Yet, Yen, MIA .10D)LIDO 12i3i/2= Yam Y., MA -1W100 121311204 Yes Y. MIA .10D�100 12r3MG23 Y.s To. MIA MIA 12`31/203 Y" Yom NIA +100/100 1 2,21=23 Yes Y- NA ,lA Florida Department of Sueltimiles a, Professional Regulation Building Codes and Standards Product Approval Application Detail JmhQh Shumate Zadiady R. Pilist 1502) 303�111 1 1`674021 Mitumemadmundet.com arroompt Description OMG 10ONS, OW 15086, OMC 1756, DMC 2006, DMC!YV validated 51 Looks 80.960 P E (334) 300-1800 pq.l (I 1111412D21 20 RO Dale F!oi� 2" xmumm 219muw M A-,,,[ Anionaimid a" GOMOIN20 0810912020 08120?202a 10113r420 APpr0Md Oudkv Assurance Ati,proved for Use Approved for amid knoKt Desion Couts=Ioun Dole It) HVRZ Welia, assistant Pressure 5 Y. No WA +of -led Florida Department of Business & Professional Regulation Pagm2d,t Building Codes and Standards Product Approval Application Detail W" Entity or M 20 GM Pamellitia 211 im version Manufacturer Conrad Enalneer & Ligenee ValkWted 0 validated Subm Itelor FBC Approval Approved status Pori 2020 Tihernal-Tru Corporation Slevo Jamperson Lyndon F Schmidt, P E Ryan 4 King, P E QW15=1 12/31 r2O2O 04/22M21 OW08,2021 Appr-ed Category: Exterior Doom lMO) 843�7628 PE-43400 (611) 767-essis suka0valigoly: Swinging Exterrior Door Adamormlaks johiparsooQUisamp. Compflance Method: Evaluation Report from a no Florida Registered AnhRect of a Licensed Fiords Professional Engineer FLMZU-494�5 Nwraper or Name Approyadfortles AporoloodglarUse A.= 2UM0J&.;jZ Impact Rimifistarit Donsign Fressuris and Smoodr-Sta, Nominal 6M30,8 &q-ti holosch9citiat: O"allm, 12w= No Yet, Yam MIA Composite Edge Fibers- Single D (InowimiAlOulswing: X pa"figunatron) 2 b Thermai Fiber.Clasilic and Smooth -Star Norrilral 511LA139ta kluot;Impactilquart. Opaque 12t31,2022 No Yes Yes NIA Composte Edge Fi berglaum Single Door with ScletWo) (InerminiVOwhivAng; XO, OX or OXO nfigund-) 3 G. Thermsi Fiber-Clasuc and Smooth -Sur Nominal 69.#%�8 11,quarimput%quot. Opaque 12131=22 NO yes Y- N/A Composite Edge F bergland, Double Door Wth or without Sidelites (inenmirmillOurtswing: XX a O)VO 8) 4 d Thorma-Tru Fiber -Classic and Smooth -Star =MnO SmquoLimpactillquot Opaque i2r3l/2022 No Y" Yea. MIA Composite Edge Fiberglass Single Door (I nswintpOutswing: X corifigurimorm) 5 a. Therms,Tru Ftber.CJasWc and Smooth-Stor Nominal S&#3sO &quctlmpactliquot� Opaque l2t3la= No Yes yes NIA Composite Edge FlImorglamas Single Door with Sical A,[.) (In-ingloutmAng: xC; Ox. 0x0 configuration&) 6 f. Therme-Tru Flbar-Ormso and Smooth-Ster Nominal S&#3g,0 &quotlrrip= Opaque 12131/207.2 NO Yale yes NIA Compoinis Edge Fberglates cor wth or Without Sideliters tivowing/OutoWng: XX a OXX0 ocrifigunnions) 7 g Tharma-Tru Filber-Classe and Smooth-tur Nom list 13&039�8 111mivai notollotfiquat, Glazed IV31=22 No Y" Yes NIA C,m= Edge Fiberglass Single Door (Inswirelouts-ro� X configuratioin) a In N.-Joel 8&030�8 &q..itimpidatfiquot; Glazed 12r311= No Yes yes MIA Composite Edg. Fiberglass Single D.., with Sidelte(s) (InanwrIWOullownill XO, OYor OXO configurations) 9 7 honnina-Tou Fbior-Cleavc and Shenth-St., Nominal 6&930,,S "lrnpac*uot, Glazed 121311=22 NO Year yets NIA Composite Edge Fiblimplass Double Door Win or without Sidelit" (InewintralOuladwing, )0( or 0)0(0 of1gurallons) 10 Themi FlIbea-Classic and Smcoth�Sta, Nominal 8&#3VO Iliquotimpactli Glued IV31=22 NO yead Y- NiA Composite Edge Fiberglass Single Door (IrlswingtOutowli X configuration) 11 W. Thermo.Tru F168T.Clasialc and Shirinth.Star Nominal 80390 &quotjnVQcId3quoV, Glazed IW31=22 NO yem Yet, NIA Composite Edge FlIcarglaso Single DoorMth Sidial A"(6) (Inaviing/Oulawnrl. XO, OXor OXO config.rotorm) 12 1, Thermil.Tru FlIbelCla"Ie, and Smomatlh�Stml Nominal 89039,-0 8,quatimpactillualuot, Glued 112J3112= No Y.. Yes N)A Composts Edge Fiberglass Double Door Wth or without Sidelites (Imaninno/Outewing. XX a O)CKO configumilions) 13 m, Theromai Fltmer-Cldi and S-th-Sts, Nominal U#39;8 36quot;Impulaquot; Glazed Molded i2WQ022 No Yes Yam. MIA Open Compoidite Edge Fiborglanals, Single Door (Inswnj/Outs�rig: Xcionfigurnation) 14 n. Therma-T. Ffiber-Classic and Smooth -Star NonmIlm2IB9#3Q;8 11,quotlimpactIlquot, Glazed Molded 12f3la= NO Yes Yes NIA Open Components Edge Flihorgilaso Single Mt Yom Glazed Molded Open Sidefitill (InowinglOutswing; xr). ax air OXO conigi-b.h.) 145 a Therms.-rn, Fiber-Climsic and Smooth -Star Nominal 8&03sa 11,quo(Impectlircluct; Glazed Molded 12f3l/2022 Np You Yet, WA Open Composite Edge Fiberglass Double Door with or wtho.t Glazed Melded Ow Satellites (InswVOlitswirIgI XXqr0XX0 configuratiorw) to p. The-TrIu Fic-Cliumm. and S-th-Stor Nominal 51114131)iS "Irnl:dcIfiqvot� D"qu, 121911= No Yale yes NIA Composite Edge Filmonglass Single Door with Molded Open Sidefici (I minniring/OutpAing: X0, OX or OXO coofigumtonsi 17 q Thernia-Tru rlbor-C49salo and Smooth -Star Nominal S%M:8 8,quotImplacAquat Opaque 121,31 NO Yes Yles MIA Composite Ede& Fiberrollass Double Door with or .th.. Glazed Molded Open SideIrtes (Ilmviddng/Clutilwhg� XX or OXXO conleurstons) sim _T1121if Mmilon Allsoultacturor Revision ZD20 PGTInduscriers Catoginnill; E.terlor Doom. eutmCal.ifolir; Slldmg Werlor It- A .. melee .-dinamn. Mormod: Climall.illi. M.1% . Using PLAM443SPi,dud, Am" Me- �ift Mmak, Innipad) Florida Deparlimard of Business & Professional Regulation Par I f� Building Codes and Standards 10202 Product Approval Application Detail 8,111111 car ;MR RAX nem eamang go Contact Ysidat1w YAtON autenitlo IAQANLQM Allartwd it" J... Fqo.,v* Mand-Dild. BCC0 - CER Mlimol-Dild. tl= - VAL I ijls/ZzQ 1 D/26/2020 11/24f2Q2Q Approved l941)4a&0100 l786) 315-75so Quality Assumnove Ationrod fair Use kalaid 2Lft Piroduct D-Hiejoin in HVHZ Outside IjVH7 11-midi prommord Vinyl Ricing Go. I 04114=21 yes Y., Y., MIA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Flodda Administrative Code 913-72, please provide the inlbrmation and approval numbers on the building components listed below if they will be utilized on the construction pmject for Mich you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 1 1 1 A. SWIN ING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.011 psf 1 2/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windoum and Doors Sedes 420 F Ll 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Sedes 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/3112023 Wayne -Dalton Sedes 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL174992 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 F L239.2 N/A 7/30/2025 Pella Corporation Sedes 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10120 FL1 1161 +30.0/1 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Sedes 5520 FL243.5 NIA 4/3012025 Pella Corporation Sedes 10120 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Sedes Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Sedes 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 N/A 12/31/2023 B . SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SaMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A . AS P HA LT S HINGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (ibr Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (Ibr Tile Roof)i POLYS71CK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NtA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12110/2025 E. ROOFING 11LES B oral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products GaKenized Steel Storm Panels FL15076.1 - FL1 5076.2 NIA 12/31/2022 All Amedcan Shutters & Glass Gahanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. -�impson see chart Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1 999.4 N/A 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL F L6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels IFL1774 NIA 5/25/2024 The products listed below did not demonstrate product approlial at plan review. I understand that at the time of inspection of these products, the following inform ation must bd available to the inspector on the jobsite; 1) copy of the product approliel, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation page 1 .1 � Building Codes and Standards I 0= Product Approval Application Deltail QM Entitartor Do 20 natis Pend Ina am ins Verslia Manufacture COFH"t Encrinemar & Ucenst Validated Validated Submitted FEAC ApproVal A00101red fims Revision X20 Therma-Tru Corpondion Steve Jasparmon Lyndon F Schmidt, P r. Ry., J. KIng, P.E. 07123=20 07MV2020 07129=20 10/1 3r2O2O Appr-ed cotopry; Extoric, Doom (800) 843�71128 PE-43409 (813) 7137�65!5,5 SuliCaltdootiryr. Swinging Eider- D= Assembles slanithusanCtimermatru cc compliance Method: Evaluation Report from . on r,lorldia Rogifflened Archted or a Licensed Florida Professional Englnomi Seq 0 Product Model, Numt)ar or Name Produot Descri Ptim 2iiiiiijilLAIRW= ContractExialruictim A-rolvedforuse ApprooselforUsim Pass in h1v Nt do HYFIZ to Inumpt Restarts Dersion Presley 1 a. Thermal,Tru Fiber-Clamilic, and 6.0-Stitt, Nominal 6,1439; 6 Isciwor.ImplactliquM Opliquie 12131 r= Yes You, Y.6 NIA Composite Edge Fibinglase Single Door (I.-inglOuls.ing; X mon6gonati-) 2 b Thorrica-Tou Filmor-Classic and Smooth -Star Nominal 69039:8 IlquaLimpsoMquat Opaque 120112022 Y" yes Yam NIA Composite Edge Fiberglass Single Door with Sidelt"(d) (lnmwImWrOumwng: XO, OX or OXCI mfiguracons) 3 c. Thsrmm�Tru FlIther-Clamai and Smocrifi-Star Nominal 66#39.6 ItclucclimpactSqual, Opaque 12t3i am yed yes yes NIA Composite Edge Fibeglams, Double, Door with or ,Atho.t Sidellm. (linswInVOubaviing; XX a, OXXO 00tingUrall(CAS) 4 d. Themos-Tru Fiber-Clamilic and Smooth -Still, Nominal 8&09,0 ildluot;ImpactIllcluct, Opaque 12r3l/2022 Yes Yes yea NfA Composite Edge Fiberglass Single Door (I nisminglOutsiMing; X configuration) 5 o. Thenrom-Tru Fibam,Clamad, end Smcmadh�Stor nommolB&N291,011eluckimpactilqu Opimq� 1 V31/2022 Yes yes Y- NIA Composite Edge Fiberglass snStor Domorw(th 9"ke(s) rinewmajouce."ll X , OX or OXO confounat,ins) 6 f Thedmns-T,. FJb.r-CI.saac . no Smooth -Star Nonnimalaw ollquotImpactiliquatOploquad, I 1201=2 Yale Yoe yes NIA CompolleleEdi; riberglastitDoubleDcorvAthor 9� ��thoutSidelitm(l�nVOuti,�in�XXorO)D(O .onfig-fi...) 7 g Thdormi Fper�Classlc and &rwiti Nomlnal 6&#3B8 Iticluctimpactilqual: Glazed 17J31=2 Yam Yed; Yea NfA Composite Edge Fiberglass Single Door (Inswinto/Oultaning; Xconfigurxlion) 8 h. Thommi FibaTClaimic, end Sinnoth-Stor Nominal W39,15 tilquatImpactilliquart, Glazed imlr"2 yes Yes yed, WA Composhis Edge Fiberglass Single Door rAth Sidefte(s) (ImilimnoCutswing; XO, OX or QXO configuration.) 9 i Therma-Tru Ftbiar�Clvssic and $nrooth-Stair Nominal 041#39.6 liquot,ImpectAquort, Glazed 12J31 f= yed, vism; yet WA Composilts Edge Fiberglass Dou is D= Wth or vnftout Slakelfies (ImmmAnVOutsW.Z XX or Oxxo configurations) 10 J. Therma-Tru rbldr�Cliasao and Smooth -Star Nominal 86#30,0 "I.psct&quoI� Glued iMi=22 Yam Yen, yes WA Composite Edge Fiberglass Single Door 11 maing/Ouit-ting; X configuration) k Trismina-Tru Flaw -Classic and Smoolf.Slar Nominal 8.3g;O IlPluciLlinipact8icluol; Glazed IV3112022 Y" yes Yale NfA Compoide Edge Fiberglass single DWI Won Sidolke(m) linadviongiOutawns; XO, OX or OXO counfIgummons) 12 1. Themnae-Tro F,ble-Clandel and Smooth-Sts, Nominal 8&939; 0 iliquoLl-plact8q.ot Gleved lnl= yes Y.5 Yam WA Composite Edge Fibiangeas Dwitle Door with or vAtmi Sicliffiftems QrmwinVQummmngL XX or 0lCK0 configurations) 13 m Thdr�Tru FlbW-CL�IC and Smooth-Stlir Nominal 6&09;6 4liquotImpactliqual; Opaquis 17J3112022 Yes Yell, Yet NfA Composite Edo@ Fiberglass Single Door voth &q.ot;Ncn-ImAm.t&qucI. Sidddl*a) (Ins"Anwoum"ming; X0, OX a, Ox0corifill,i'atemi 14 ro Themia-Tru FIbim,CIo.%Jn and SomootKStar N.Intral 6&03" tkictuorlimplactliquot, Chadialud, 12Y310322 Y.. Yet yet NIA Composite Edge Fiberglass, Dwbls Dcor� .4th "Ncn,Impsc,NLq.ot. Sdilifits; (InswingJ0.1sding; Oxxo configuration) 16 a Therma-Tom Fj por-Cladmic and Smooth -Star Nominst 86#39 D Squot:Impactilqual; Opaque 12J3112022 yes yes, yans N[A Composite Edg� Fiberglass Single Door Wth tIquat;Non-Impact8quat; Sidohtei(m) onsmilingroutanyl XO, OX or OXO configurations) is P Therma.Tru Fiber.Closec and Smooth-Stor Morning I B&MD liquatimplact!Lquat,. Opaque 17131 r2m Yet yes Yea WA Composite Edge Fiberglass Double Door with &'quortNon-ImputtlLiquot, OXXO canfigurstion) 17 q. Thierme-Tru Fiber-Cl ... i. and Smooth -St., Nominal SurSisil t1clucithl-Imp-1,11qdot, Opaque 12131IM22 Yea Yale No NIA Composite Edge F pargimmis single Door (I nowingfOutrialving; X configuration) is r Thlormi Fiber-Clossic, and Smooth-Slar Nominal 08,0039:8 iliquothlon-Implect6i Opaque 12/3112022 yet Yes No NIA Composite Edge Fiberglass Single Door wth Sideltes) (ImdvAnWwtswIng; XO. OX a DXQ conf, md) 19 a, Thimmia-Tru Fdaw-Clari and Smovilh-Star Nom=#3Q,6Bqucd�Non-Impadm&quot Opaque 12/31=22 Yam Y.s No N/A Composite Edge Fiberglass 0oublimDoorvAth a, without Solatters; (IrmaWntilOutpoing: XX or OXXO oonflillorallons) 20 t Themme-T . F b-Chassic and Shooth-Sts, Nominal 8'0 8quct.Non-Impleoftuot, Opaque I ?J3112022 yes Yes No NIA Comporate, Edge Fiberglass Single Door (Imording/O.tionni"'; X ocinfigumi-I 21 u Thetiona-Thi Fibmar-Classic and Smorot"tv Nominal 8&#3Q,,0 liliquotNondnipactMuot Opaque 12J31/204 yea vs. No NIA Compared. Edge Fdpoiglass, Single Door with Siddifte( $I (Inilviiing/Outswing: X0, OX or OX0 confla u 22 v. The,- -Th. Fib-Climsi. and 8-th-Star �alronsll Nomin &q..t;N Imp-t8quot; Cali IVW2022 Y- Y- No NIA C.lm=8&A32jO to Edge Fiberglass Double Door Wth or ,othoiat Sidertim (Inowing/Ouawng, )O� or OXXO configurations) 23 w 'r)-Mems-Tou Fbar-Clessic and Smooth -Star Nominal 0&039,8 111,quotNon-Impactilutiot Glued 12J31=22 yes yes No WA Composite Edge Fiberglass Seigle Dpor (I himmingfOutswung: X oonfigurabodi 24 x. Thommit-Tto Fiber-Clessic and Smooth -Star 0'6 8,clumNonImpactilquot Glued 12MI20n Yes Yes No NIA ZN:minW omposifte Edge Fiberglass Single Doorwrth 091kii QnsWm9tOumWng, XO, OX or CXO configurations) 25 y. Therma.-TrU Fiber-r-laselc and Smooth-St2r Nominal S&%139,8 &cluot;Nw. Impactilquot; Glued 12131=22 yera, Y.2 No NIA ,�mlpoeitim Edge FJ toneless Double Door with or wthout Sidelftems (InsirvingfOutoolng. XX or OXXO configuistorms) 26 z. Thairma-Tru Fiber�CI*Mc and Smooth-Stirr Nominal 81111 JquotNonimpacAquot, Glazed 12131=22 Y" yet NO NJA Composite Edge Fiberglass Single Door (I nswinglo.tswrQ, X 27 a. Thearms T. Fbr-Cl-,c ond Smooth -Sher Nominal 88039.0 &m."t. Nori-IrTipso0quot, Glued 1213112022 Yee yes No WA Composite Edge Fiberglass SnVle Door with Solialice(s) (InAra;/Cvtswmt;� XO, CA or QXO 0DnfigUMtdn6) 28 zb Therrine-Tru FiPet-Classrc and Stroodr-Star Nommed BM$9;0&quot:NonIrnApacti Gisard 12131=22 Yes Yes No NIA Composite Edge Fi:j91;q Double Door w1h or without Sidelitf" (in n Outswing:NX0,O)O(O coofingursti Florida Department of Business & Professional Regulation Pool, I or 2 Building Codes and Standards Product Approval Application Detail 4.11 WN, W101.01 NIM'. NawmMIN, 11 Z I INNNE90MR! 1.11. waffa0m,", RM-N&OWL11111 . i! Wa0mm Wit erift or 2" 20 Dole FrAndris - Pat mem vandlan Manufacturer Concept, vaileauld fUltermilitiod F�AMM�M Aiiiar,nnad Man, R..N. 2020 All trindme and Dames armt alone., We Rolmerto Lomas temn M L'Ancin, PE 101OW2020 iOlOW020 1011912020 12M512020 Approved category: E)nedor Doom (717) 385-3300 P692514 (7IT) 31?-84n4 SubCamigai Siena Exterla Door A4serybks bmampencridoorn, Compliance earned: Enluellori Report Arm a FIMM R clammed Architect or . Licensed Florida �.ohucmml Engine. F1.1015332411 products gucwAuuLkrA Apanimmililgrillim AMOYId lor Use laing Dookin filka frodALKI Model. N=bK or Mms Pioduct DIMIIDUO Ili HVMZ Outside 9"Z Rodstraill 1 SER�Es 420 ALUM�NUM SGO SERIES 420 ALUMINUM SOD QXO 12,3112024 No Yes No N)A 14-5, 3;4Aq..t;x806qv.I: NON -REINFORCED 2 S&P F;s 420ALUM MUM SGD SERIES 420 ALUMINUM SGD OX XO, XX 12`31120241 No Y_ No MIA 9%Lquat;x8G&quot, NON-JURNFORCED 3 SER�ES 420 ALUMINUM WD REIMFORCED SERIFS 420ALUMINUMSGORE14FORCED OXO 1WI/21124 No Yes No WA 14&'4&q..Lx56JI 4 SER ES 420ALUMINUM SGID RENFOROED SERIES 42CALUMINIJMWDREI"FORCED OX 1?J31n024 No Yea NO WA .. xx9%qu"966quot. 5 SERIP3 470ALUMINUM SGO REINFORCeD SERIES 420 ALUMINUM SOD REINFORCED XXX 17nV2024 No Y., No NfA l43&qum!:.Am61i Florida Department of Business & Professional Regulation P" 1 d2 Building Codes and Standards IOM21 Product Approval Application Detall uk 211111111 29A notampandino 21M 11M version manufacturer Carl"d Vallifided By validated submitted POCAmermind Approved am& RwAsion 20M W."a-Dillan,ii clivid. of 0-tried Door U.syn. Karnmilh loom E 3.1. Jefri P Arm asom �Ad 10112/2020 olirloazo 10(23/2M 121i5M20 Approved Corporation (330763-Si2l PE.51737 (gad) 821�5200 c4liagody; Eiiloeloc 0- dkerrishia-yre-d.1twx SubCalsocir. Sectional E Manor Door Assarnblism, or, clinical mth.! Evaluation R Part from a Hands RoglidemdArthIldid ar A LIZined Florida FL"841a) lot2dUDtG professional Engineer it" Num1aK or Narne 02duaDWI&IM Cumilt, A,,,- , Out A-,nd for Use h2gMnll2LUM In HVHX louti H wuma atwo admidautur PhimusnA 3 $1105 UNN, Mip, kith, 14&VA, Mint height. Glazing 12131=3 No Y's yed �31 013� 35 DO available In too ar Intormodito aliction 10 1 23 164030. Max Micron. 14MO. Max lismi. olfocring IV31M23 No Yos York �30.001-33.50 inoliable In too or Intermediate soction. 11 000061 OOM200 01124 1 GAWS Max,,ddln 149IM9 MaXhe$oht Gaining 1213112023 No Yes yts -34 4000 30 "Amble Intel, m kitorrecklie section Florkla Department of Business & Professional Regulation rage I of 1 Building Codes and Standards 1 &2021 Product Approval Application Detail ,QQft Inflay go Aut ON# foludin ams! mm veni Valladolid xiom= FlICAmmajoyal Am,-d ft,isnon 2020 CurrilaDivIsion of AADG Jim Torn Rattay UL LLC 1royy Bhhhop. P.E 12J1 012020 1=1(2020 12(Z1=0 ApPommad Catimeary: Exterior Opera (641) 494�2013 "Cameor1r. Exlenor DOW CompoIents Compliamic. Mooll Cerliftsfich Mark orListing guiliky Amonal Agatizind Ea No Imam, Overall Awl all Product Description In KvMZ oulhA mvwz jushitant Pon-, 1 so 1. 14"7-?15 71717 84 7 Sing 1. . od P. im of Rush. Goaded. and L-red .119le and omir� of 1Z'3112025 Y. Yes Yes MIA Does, hello. metal d00hL Florida Department of Business & Professional Regulation Building Codes AM Standards Product Approval Application Detail Page 1 a( 2 1 &1021 c-da Ifollitir. 00- 00- Coca Isiodindi datis version Manurninch,reor Cooled A, b- "Added B, yga= AL&UMM EBC A--,[ A-mmidd ALLta ROVIalon 2D20 MI Windams and Demme Brent Sitting. American Architaclulial at ovan M U rich PE 11117M20 11/17/Z?Q 1112712020 Approved camolody: window$ 411T) 365-3300 ManufadwariAssinchitich 1717) 317-6454 "utiCalmoorr. Single Muria bWng.C�.d con, commicIlaroo Mahod: C&Monm MAII(or Llano A-,,d rar ads kuwa D.WW It" �Lm Model, MLn*K or Harris Product Didiffliolon corwryl Lartion plate in HVHZ Itausad Prommiri 7 is 62'72 I'lliflorigid, Froon, GAIDG, Single Hong 10108/2023 No Ye, No M-60 Laminated GI.. 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King P.E 10/07/2021 OG'1t112021 1Gt13r2(12'I 12r162021 Approved 7MF! Version Wnufaeturr r�[OG[ Sspnera License .®t yy(pLLaq Ie0arU9 111CAmrovll Approved OLIAS MEM verso6 Gmterd 60dO1M.auakml! YdltlrMdgL Xddsm damped FICAmrovW Allow" MU= � .4-,VI � category: Exterior Doors (S00)643.7629 PE•43400 (813)767-8655 ARlrtnatkn M20 PGTIndustrks Jane R...* W-40atla SCCO-CER M6ni-Oade BCOD-VAL 11o2D20 110OW420 11M1rX20 Approved Reuum 2020 Ml Windows and Doors stemstiger Amerleen ArGAlecnnl Steven M. Urch. PE IWBM20 1O49a2D20 lona2020 Apgped Revhlen 2020 all lrvin0rws.nd Doors CMpy: egWinows d Srwtatingw A/nemon ArOhhctunl Steven Larch. PO t717)08533w M.nubrlurars A -hod (T17)3/73454 1122/2020 11/2220M 1+28/pr 2020 APaad � "� eubcategory: 8wrging Exterior Door Assemblies ejesperwr4tfiemlairu,Co C41.90ry: Yendmes (941)406,0100 (746)315.2590 Category: Whom 1717)380.330 Menubdurera AssaeiWlw t?17)317.8454 &bcategdry: Fixed bamngr�miwd,com U Cli N Compliance Method: Evaluation ROport from a m auloCalpgry: Slnya Hung CahollarNn )rceiXrsBQp91im1aNmea,a on subcategory. HalzaKpl Slow Conpitente MsNoh CNIIIkaBon beak Listing bitnngeramhrtl.com ConglMnps MNhud Certificsol Mad a Listing � Florida Registered Archseat or a Licensed Florida Professional Engineer Method: CernYcet- NON a Living a O O FLMMIltARadIRJ3 ` /i^L �1� W �luIDpolf.R7.ProtluoN ouarav Aaarr>,ru Am and jaJUse Amraveuauu amged gdm 91,Itty A e tm , Acerewdfor Use Approved for Use bnpad 2tdm gmdU.ASNAM" 69mb dlgLuu ami2ndu mu Amwa 219M O Q C 0 Approved for Use Approved ror Ur :2M 2talgg ltga Product Modell Number a Nana Product aa£dY1M1 G"Mtzxu LdlmDo* In Noll Z outside L001i R*dKot 23teea0. !�& ri m in KVH1L $Iit�i !assistant PSl8W4 Am& Product Medal camber or Name Pt9aNt.. D .!lilt In HVhZ Z alebInt Pressure a O Sta a Product Model. Numper Or. Name Product Description calntract expiration Dare In HiW Outside "Wa Rwlpant Pr 2 aNBSoo ttsrg• rsawe .raped) 1n,w single wig Nrnao,r 077302075 vn veer Yes WA 1 HS has Fln rid Fl.to. Frµse 73.021-floal dose 02nB2024 No Yea No .85t55 1 185 PW 73. 72Insulated Glass 0410"M No Yee No •ay -so CuC 1 a Therms. Tom Fiber -Classic and SRloctm-8ter Nominal Bdm l dquptNon-IMCW$quot Opaque 12/31/2072 Composite Edge Fiberglass Single Door No Yes No N/A s/r�e `V O `v O Thermo-Tru (Inswing/Outswino X wnflguration) Cl) 2 b. Flber-Cle"Ic and Smooth•Star Nominal 660oS &quo0on•IRpatxdquot Opaque 12ni/2022 Composite Edge Fiberglass S)ng s No Yes No NIA SdNhe(s) (InsWinglOubil % th O L Q ; mnfig-11...) �//�� s.�ee.t� O 3 aTherma•Tn Fooer-Clsssicond Smooth -Star Nominal S'8 SquetNon.lmpaolequat Opaque 12131/2022 No yes No MIA CM 402 .CO. a_ Fiberglass Composite Edge Ooubb Omt Will a �/� Wthout Sicialitee(IwMrW0u19mng:XXor OXXO „� .0 VJ oonfiguatons) 4 d. Therms Tnl Flm•Classk and Smooth -Star Nominal 7&039;0 &quilt Non-IRpauldquot Opaque 12131/2022 No Yes No NIA Composite Edge Flbergkon Single Door (InsivirWOu Wving, X wnnguraton) 5 aTherma-Tn RDW-Classic and Smooth -Star Nominal 7&#3g;0aquat;Non-Impact&quo%Opaque 12/3112022 No Yea No NIA Composite Edge Fiberglass Single Door with Sdelite(e) (Ins"(1wourawing; XO. OX o OXO wnflgurahOms) 6 1, Therrhal Rber.Clesdc and Smooth-Stisr Nominal 86M39;08quotblorHmpact8grnt Opaque 12131r2022 No Yse No NIA Florida Department Of Business & Professional Regulation Pegs t dl Florida Department of Bualmoss & Professional Regulgon Fags, d, Florida Department of Business & Professional Regulation Paps 1 d I Composite Edge Fiberglass Single Door Building Codes and Standards I&M1 BLAlding Codes and Standards IMZ02/ Building Codes and Standards 102021 0ds1wnWoutswlg, Xoonlleury ion) 7 g. Thetmil Fiber-Claselc and Smooth -Stu Nominal tld#39:0 &quokNon-Impsict&quot Opaque 12/31r4022 No Yes No NIA Composite Edge FlbmIsw Single Door with Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sideldo(s) (Irt"iglOiA w hill XO, OX or OXO wnfiguistone) 8 h Thermal Fiber -Cheek and Smooth -Star Nominal 8d939,0"Non-Impakx&quot Opaque 12r512022 No Yee No NIA Composite Edge Fiberglas Double Oonr Wth or cam - 6eWLoc � � ONLEMI" lea Gob YOaymL 20 2" a s,PllW9a ad, fft Botl y g� grs GALEmodnn gas Without Sldelba (Inswng)OuWMng; XX or OXXO 1:m verem IBenldasluTS contact ViMdsdev FECAmmer Endue,mLlesrsae Vasil FBCAmmval Manuhetfr FeCAmravd oonnguraUons) Emlars&.U- Validated A9rssnd aim& lkga Ymol9a 4adut YaldrhdIN �mlgffi Approved Attu Mflti Version Gm4d aywmmoday yg(dod Submitted Approved Lgduk 9 i. Thorma-TW Fiber -Classic and Smooth -Star Nominal $9039.8 &qu0tNon-Impsd8quot Glazed 1213irm No Yes No NIA AAMYmiol 2020 POT Mduerbe Jen. Roao.0 &A-d-Oade RCCO- CER W.11-0ode 6=0- VAL I Imr 020 11 g52020 11M+2020 Approved Revldon 2020 MI Wlndava and Doers Brent M,4n.w L91s R Lorrul, PE Steven M. U lain. PE 10,0&2020 10062020 101IW2020 12H5/2020 Approved Anemetlon 2020 POT Industries Jan. RgmrMl anthil gsoa SCCO- CON Mam-Oade 11i- VAL 1IM2020 11g5M20 1111112020 Approved Composita Edge Fiberglass Single Door Category: wridenva (041)48E0100 (796)315-2590 Csi•pay: Windows (717)3953300 PE-02614 (717)317.6454 CAm)W.. Windaos (941)486-0100 (7as)3/5-25e0 OrsWnWOuoetng', Xwnfigural SLOCasegtory: FNad Ircem1doogtlMustrie6,c MCiragOry: we-. b0ingerQrroti em aubcdsof: Mulima If-arskgingtinclust11e1.c 10 j, Therma-Tru Flbar.CrdC and Smooth -Star Nominal a&039;8 &quotNon-Impectdgrlat Glued 12/31 r1022 No Yes No N/A compli-man.: Comment- Nfaik a LMing Om Conscience Method EvaNssal Report tom a Compliant. Method: CarlHcet- Msrk or Uwmg am Compc.fte Edge Fiberglass Single Door vAm Flprlde Registered Architect or. Licensed Ill Sidera(s) (inawnp/Outsw4ng. X04 OX a OXO Psi agg,�g Professbnel Engineer t1 - configurations) 11 ItTherma-Tru Fiber-Clasak and SmootMSDv Nominal 0&039;8&quatNon4mpecc&quot, Glued 12rd1/2022 No Yes No NIA Oail,A, Ogfa Amreved mar tin Amrdwdror u.. U&SL gom g�,OL� A�evee for Use Amrov.e fa use L� � Composite Edge Fberglaee Double Door vAth or $L4t hsirad l iani'diah D.I. in HVHZ R dK t EQLyQ, amnA Prod�.�fgdgim r0 onji an HVHZ Outside HVHZ 1 Pt O 4 v4oul SWelibm (InsvAngiOutel XX or OXXO 5 PW-5520 fLaor Mhslle Impact) Virg/ liked Window 04/302025 Ves Yes Vet NIA A L7! A�aUE maard 2R" 1 Muams to Nl Doan sod Wind- A4mminum Will" 052'al Yes Yes Yes WA wneguratona) AMA Pramuumom ph-h..N.me &QQKL,g�uo Ga00agLFdet�g¢Ititt 1, Ill laAdstd Premium 12 1.Therma-Tru Fiber-Geasic and Smooth -Star Nominal 711till&quotNo,l mpad&quot, Glazed 12131/2(Y22 No yes No NIA 2 SiW V.elled Aluminum Mullion ty312024 Ni, Yen Yee WA Composite Edge Fiberglass Single Door onswiny0utsyierg; Xoonhgurabon) 13 -Thermo-Tru Fiber -Cal -card Smp«h-Ste, Nominal 7&#U;0&quotNon-Impectill Glazed 12I31/2022 No Yes No NIA Composts Edg► Rborglaw Single Door with Sidelte(e) 9I v4'g10utew4ng, X0, OX or OXO wnfiguradons) 14 n. Themno-Tru Flher-CMssk and St Will .SLr Nominal S&XW;O&quotNoh-Impabffiquot Glacial 12/31=22 No yes No N1A Composite Edge FTbWgiau Single Door (InvuMO))OUlekVag; X rordlgumbon) 15 o Tharme-Tru Fibw-Cklsoic and Smooth -Star Nominal UNWO dquothil mpaU&q^ Glazed 12131f= No Yes No NIA Composite Edge Fiberglass Single Door wth Sitlegurat OntAlinplOutaMnp: , OX a IDXo configurational Florida Department of Business & Professional Re laton Pa fin Paps 1 di Pa e9 Florida Department of Business & Professional Regulation P pe z «z Florida Department of Business &Professional Regulation Pepe+ 02 15 p. ThermsTru Fiber-CMsoic and Smooth -Star Nomnal Bill&quotNon-I mpactil Glazed 12131/2022 No Yes No NIA Building Codes and Standards 110=1 Building Codes and Standards 1OW2021 Building Codes and Standards IN/2021 COmposite Edge FlbwV&w Double floor Wth or Without Sidelites 8 nswlrp/OutoMng; XX or OXXO wnfigunbons) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W 17 q. ThermasTiu Fiber•CImic and Smooth -®lair Nanml 5&#39:6&quot.Non-Impect8qud; Opaque 12131/2022 No Yes No NIA 111II11�1111IIII11111 � l��l '� 1, - - - - Composite Edge Rbrgiam Single Door vAt1 Transom (Insw(nSXX tawnp; DIX configuration) _ ��l 18 r. Therms-Tru Fiber-Clegk and Smooth -Stec Nominal! 9&#39.8 &quotNon-Impad&quot Opaque 12/8112022 No York No NIA rd9A Entity gale gdA IgletmoOg Ilse Stsu iptlgC.Q< $m $! lse Gala mIWCY ➢elE gal gse.rAsom � CiRmpoods Edge Flborglps Sing W Door. nth lYgs Ylofm ilmse ga im Endrrm a Urm.sa X4KMi2LIk yy,Ly" itf0� FBC aanraw Agprplap Oldui lye! Ydulen WOldagaus[ rdOled 6agatlLll laAma Validated inn yOYldYed laataand Amenities EBGdga[elhl DW AaMayW i1Wt mm pram- lYBldutu[M 1411tlaY s.dsh•r a ueisrsa VMla.tw r YA M N awLuw 22QAMMW AOPt9yaf am& STdetde(s) and Transom (Inawng/Outawng, OIXO, O/OX or 011 comAguratpns) ftevieian 2020 James Hardie Building Products. Ina. Chad Oledra V. Andrsw Tan John aoutere, P. F. 0IM&=1 12/144020 01AM021 Lang FeC Appn 2020 Ahura Nick rhompwn Lyndon F. Schmid PE. Ry.n J, King. P.E DW52021 02t15=21 02272021 04M3/2071 Approved ReNMan 2020 GAF Ai men Rebid Nam,-n John W. Kn..eNm, PE O92B20X 092VXX 10t=020 12M 6M20 Approved 19 a. Therma-Tru Fear -Classic and Smooth -Star Nominal 6&*M,e &quotNon•Irrpsc4&quot Opaque 12131/2022 No Yes No N/A Category: Panty WWI. (OM 548.SM PE-81002 (352)387-2520 CMee,y: Panel WNw (330)922.23Bg P6-43409 013) 70•-s558 Category: Radnb (600) 708-3411 PE•5B1ae (954) 772.6224 Composite Edge Fiberglass Single Door With "Categery: adng ched.dbrcks(DJam,hrd aubcdsgry. With nthanp.mgel id..com BrbCWegry: Asphalt Shingles mNahQpM,-m Sdelns(s) (In-WOutawng XO, OX a OXO CwVlknco MMhod Ersuatim Rcpat tom a t.aan Compllene. Mµhod: Evaluation Repod hem a Cemplisrop Method: evau.lim Report Prom a mi Continuous Fisad end 6111 wIRlgUntk)M) Flo110e Rsalsterad Archnact or a Licvned Flwk% Flodd. RegletandArdnitact or a U-..d Flodd. Floods Registered Architect a a Licensed Flodds 20 t.Thermo.Tru Fiber-Cbssle and 5monotl-SMr Nannsl8an39,0 tLgrspb,Noo•lmsed&qumt, Opaque 1213IJ2022 No Yse No WA Professional entarer Professional Encnaer Prdasslonal Enanvr Composite Edge Fiberglass Single Door with ScWWS) gnswnWOutavil XO, OX w OXO i s 21 u. Thams•Tru Ftber.ClsNk and Snood -Star Continuous Head and Sill wnfiguntirxhc) Nominal 8&MA Squat NOn•Irtpoic48quat Glazed 12131/2022 Nd Yes No WA Quality Assural Arroomdfol Approved for lisp N*W gad- j�I,AloLm Aoom»d for Use Reproved fa Use YEeael glflm Aeprevw for Uw Awrdvedfn Lies f Compote Edge Fiberglass Simple Door wth AW Product Model. Number or Nara Product pnMHlon � In HVMZ outside IIVIIZ &td& Mr Ptaaean awe Pro" Model. Nunn, a "a" Product pncnmon fgM-road expiration Ode a, HVHZ outside HNIi R tan FNnure �laa Product Yodel Number a Name � It, Il dddb HVHZ � 810BRe(W (I nswing/Ou1BWnp; XO. OX a OXO 1 C-0.ek Lisp adng -lbar•cemi nl hp.i li g IZSi2US Yes veer N/A N/A 1 a Apuotwilquot 801E Van( or Sold Veryi ado 1213IM23 NO Yes No N/A t GAP Asphalt Roof Shingles Fperpass.10-d 3-lat. IarNnded. 5•teb and 1Z`182022 No Yes N/A WA Continuous Head and Sill wnfigurabons) 2 Hrd.PW.k Lisp Si lber-cement lop skaig 12/312023 Y. Yea N/A N/A 2 b. Bmet-Almnce T4&puW; SolM Vent m sold Very+ Si t ZnI=23 No Yes silo WA hlpaklq..Phan shngtes 22 v. Therma-Tru Fber-Classieand Smooth -Star Nominal 88,111&ql Non-Ittpagdquot Glazed 12111i No Yes No N/A 3 c.aquot:Gr4anbrer Vintage BaededitIM. 9oIN Van( or Solid VnN SNa 12131=3 No Yes NO WA Composite Edge Fiberg Isere Single Door with A d. Awd:05&µrot; Storm Vent or sold 'Al l gore 121312023 No Yet No N/A �• Soelae(s) (InawngnouhWrg; XO, OX or OXO Continuous Heed sod wnhguntors) 5 a Aqud;Chrlw Dalull Sam Vent- adld Vnyi ace 12/312023 No Vas No NIA .•----_. �J 23 w Therms-Tru Fiber-Clesek and SnogUrSLr Nominal6ar#39;9 &quU;Non-I mpact&quot Opaque 12/3112022 t No Yes No WA 8 1. ARud:Super 9psMquat Soffit Venlor Sdid Very: 9dN 12/312043 No Yaa No NIA - Composite Edge Fiberglese Door Panels With Vented G o sidelite(s) (InswnplOutewinp; )0( XXXor XXXX C%j wnfigurabons) 24 K ThermrTru Fiber-Gae4rc and Smooth -Star Nominal 88dISBO lquot Non -Impaled tit Opaque 12IS1/2022 No Yes No WA W Compote Edge Fiberglass Door Pantie with Vented Sdelat(s) (I naving/OuMwrgo; XX, )XX or)O= 25 y. Thermo-Tru Floor-Claule and Smooth-Ster NNoominal15&ON: 8 So uat;Non•Impaddquot Glazed 12t31/2022 No Yes No NIA C.1 t1 gCvy 4V C Compote Edge Flberg lase Door Pawls vAth Vented Stlelkhol (I naWnglOumwhp; )OK XXX or X)O(X Florida Department of Business & Professional Regulation Pope I dl Florida Deportment of Business & Professional Regulation Pone l a, Florida Department of Business & Professional Regulation paps I tit 4 C ale � CO 3K 25 z� Them,a-Tru FL)arClassio and Smooth -Star r.nIllsrl Bed138:0 &quotNon-Impad&quat Glued 12131/2022 No Yes No N/A Building Codes and Standards 100=21 Blakl ng Codes and Standards 1SM21 Building Codes arid Standards fill a� ro o � Composite Edge Fiberglass Door PpneleWith Vented vs -o !V .L SIdeIBe(s) (Inswngroublwng; XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Data It Q der N 4e 27 za. Th,ma-Tru Fiber -Classic and Sn coin -Star camguratons) Nominal 0&#39:88quot, Non-inpad6quot Glazed 12/31/2= No Yes No WA SC N Composite Edge Fiberglass Single Door wth 3ilklal Sideilta(a) gnswing/Outswlrg, XO. OX a OXO aonllgurauons) rift Emsvor 20 2" GYttrrall Jett Sage Entity 20 on DKOPmdog =2 S90 Soil or ➢Ma 20 DaDbPlgi)dp am 'y C2 � Q 28 Yp. Thermd Tru Fiber-Ga9abarq SRgUh-SMf Nomirul88#98;88quotNon•Irtpad&qupt Glazed 12r312172Z Na Yes too NIA jjrBa Verion Gmtaet EndnearA Lk a YdtlYedtat Yaldatd at�lgpd Fee Amrawt Ao=vd iarlta yfmp YanlaO IYoufvaupN Gadagt FgalmM.i.Lmame IypiWWLa[ YWOdW awcwed FeeAMM AgKUM A" MM Voralan k%ny turw �d tandm.rlUtow,e VWIa1Ww vIltlatw aatom*" Fee AmreWl A�prgytQ aetus � V Cco omposite Edge Fiberglass Double Door with Reveldl 2020 TAMKO aulding ProWda LLC KART Eden Rebid Mominen John W. Knezkvl 1. PE 1094/2020 09i292020 +0AM020 12tiaw70 Approved Reutelen 2020 L.V. Thrill Inc did Thomps04 ArChltfctufM Tony Christman Zschory R RNM Sloven M LAIN, PE 0*172020 OW62020 D11=02g 17/152020 Apaoued R"_ 20M Flodda Mes Products Inc. CIMM Jones James L. Bucker. P.E.Q Steven M Urich. PE Oa272ow 0025f1020 IOA M020 1211OM20 Approved�- 38dd39.08i0siblia(InswinglOutswng, OXXO Cate2l Rooting (417)824-51il PE-59165 (954)772-8224 M610% Companr(TAMCO) (513)24a.3454 P674021 (N7)317-8454 call Rodng (904)783.8400 C9VCK Sorge -mg (717)31?S454 � G3 d •� 0, 29 zc. Therm-Tru Fibor•Cltaac and 5rnoath•t3ter configuration) t Glazed 12/31/2022 (ibergla No Yss No WA subCebpum Urdialhimads kam_adeal.hYlo.com Category. ROMng Irnyl(pgPnstiRodhoeom 9ubCdagory: Rcoing ACenihnxn that are sh dek®lamcC.corn P6.31242 u 7 G Comps: Edge s Single Door 3&M3D,D Edge Fiberglass Single Door Canplletnloe NMhod: EvaMetm Report tom MCMgory: R,otng Acestaalst that are an Integral Pan clone RooengSystem as M 7 • - y' ,qdComposite OX QnawnglOuswinp; X0, OX a OXO noMa Uansad Florid. Integral Pan Von. Rwln tam g Rcs Msmod: E Regal froma .� o'Onfi urat conhguntOna) -I EnginArahKtodora PrefaO.wrhd Engine, Cgmpllenen MWhod: ENM.tm Repro tom a a llEngineerohKed as Llcol Florida Flades or a FId10• Registered Anil a a llewpd Flemd• Pr«enl-d C'e-r s!, d 30 zd. Thef Ts-Tru Fiber -Oa c and Smooth -Star Nannal 8&#3D;0 &quotblon-Impa(xdquot Glazed 12131120Y2 Composite Edge Fiberglas Double Door with No Yee No NIA FLO12=411111 Prodigal Floods d o 3&1=;0 Sloelaes (InsWrlg/Outawng; OXXO lL,eeiry Aee,rarsn la FL22122"2 Roebuck �- LA 31 ze. Therms-Tru Flber.Gaaµc and Smwth-fiat wnfiguroU9n) Nomad 79939;0 &quokNon-Impad&gUOt; ShaKM 12r&117072 No YN No NIA lima YasY Numbs err seams PrdtA0aWAWHM ,p Get Approved Use �� in HVHZ d.hWa. lrinu ltaealaol 1 tuemn gyLjjy,A gOe, Amrowdfor Lin App(LLyelg,yn Lg}mly l §idle $p .Ypp�,lMaur sir slap. 'Idq g d(gLy AmreHyIll as AmravwforLiu istal titan p NVNf dada. NVHz gp ) v� Series COmpoode Edge Glazed Fiberglass Single 1 TAMKO Rut UmMerla3nhwta (1iVFR) TAMKO R(nd unddaymenlsfauna hFBC HVHZ Oed2B2023 Yes No NIA WA gepa Prmwammadikuw O Nama g rr17 Lr„ .gd{ In Al iarald..mQu 131ililaa Cuaeua 3 all &quo "O VanlAqud: AUminum Ridge VeRe lass PKl rood Waited 12/312024 No yet 7b WA Door with or wthow 18#3g.2 Sidelft(s) (Inowing/Outalkirg, X, OX. XO or OXO conf(guations) 2 ylrhmta ) TAMKO Rod UndaM (NON-HVHZ lulsdoone. Rod unticm aymml. for uaeh FBC nm.Hw2 0B7B2023 No Y. NA N/A 1 TAMCO Flu Tap O1hPod9e Vent Win Bate for Too 20 ink. all r-ivwtliata seta bete O40e2029 Yes Yes NM WA from 0.025' Aluminum jel.dowft'. 2 3 TAMC00looss-sir VeN TAMCO Orf-Rldge Rod Vent with ftfk 20 OR. OaW24r2s 20 ga. static roorventilata sith Integrated bef0e OWN)2026 No Yee Yes Yes N/A NIA .O/-52.5 NIA 4 TAMCO Round Top O1FRIdge Vent win gable fa Tile 20 ga- Made roeivemlikor with bathe oeroB2i320 Yes Yes NIA NIA Florida Department of Business and Professional Regulation Florida Dopartmerd of Business & Professional Regulaton P.D.i «1 Florida Departmert of Business & Professional Regulation Passel d3 Florida Department of Business & Professional Regulation Building Codes and Standards n2o2+ &IIdInlgCodes and Standards 1101=1 Building Codes and Standards +26=2 Building Codes and Standards Product Approval Application Detail 3/15l2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cn 111 i I it 11111111111111M Gripe nn ttu art Lase PseLmdm flu made EtlIIgLaz are loam 2"210= no coda Entity ww oaf, 20 DOW Peri lop wet F1.M626B Rat � Y,%Wm NXIS2 M S� xwubud L keg" IDMmIgMt Fee A -mil ANULX d a" ]lee= Version Nuidenur, Conrad EOdpLffij License YdMd.d Sit Yjlttded File AmravW Accentual Aim& Ilea Sllllgp MOnL&B=FIK Contact preirrso_ r i LIUM Vdiaabd By Vididated FeC Approval AppLgyed MAIM Reviekin 2020 Linen- Kamm tool" Jam- L 12,1~. P.E. storm M. Utich, PE ,1232020 11232020 IIil020 dog FBC Aipn Rol 2)20 80n1 ROWnp Anders- ROWS IAPMO Umfe n Evicka len Gary W. walker I IW2D20 11P22020 1101W2020 Apprarsd Revision 2020 Global Protection Products, LLC. Tim Rodman Walter A. Trill, Jr., P.E. John W. KnUdivich, PE 09J082020 09108R020 1 O/0V2020 121152020 Approved 9M dilly,, � 291 at 20 Cashel Roolng (500 838163 PE•31242 (717) 317-6454 CNegey: Rod4ng (601) 36P6091 Services I.I.C. (205) 054-0160 rAtesory Shutters (054) a89-7545 PE-44107 (9541 772•0224 y� Version MamufaCtUrar n Engineer Validated BY a��fi �M, ARQ�id Approved erbCdapory: Rrsdnp Aeceasorlaa and ..an Iddlry@lanan-.cod aulhcal.gy: Rodng Tits RdAnAndefeonieborW.w Subcategory Sbrm Panek tm.robinaort�pppBnt wm Revision 2020 POLYGLASS USA MauryAlpert, License John 10/213120201012212020EM 12/15/2020 IntepM Pano7the RodlnOsyslem Ccersllan.MWhad:E� ..t-Rapalatom. Compliance Method: EvWuMien Report man a P,.dmEvaluation Entity m Compliance Madift Evaluation Report from Florids, Registered Arch text oraLicensed %rkda Category: Roofing S954233133OSmalper*polyglass.00m RobertNieminen Knezervich, PE AMMY9 Flatki&Reo to dArchtd«aeLken,dFlorda Professional Engineer Subcategory: PE-59168 (954) 772.8224 11/01/2020 Prde»Zonal Engines )urine jumm Underlayrnerlts P - �I,Atw=M Use AmrmedfarUn Aeoryeyw,�d) � gm Compliance Method: e 1ff1Le! Apprawtl for Ina LmlaCt plod- 5mr 10 PJAau4Yad4lMmpeerwmm. emy sMki. Sbis Country Mda, soli Old EnpliMi g� la� - r_ .��s M O°h• i N1 Prdb • Oanvµ, Cp 17r11r2020 �la� No rb Sluulda!ltsit Yes 1WMhot NIA lgateun NIA Product Modal. Number or Nama Product Description CSMraet E7®Ir do Dora/ AmmrovaeFarUr AeerevedhrUes 121ma g gag IB HVHZ Outside HVHZ RNMaist Pressure Evaluation Report from =9 Magaulle gdallao Gordrad em d m oats In MVMz 211115111111111 tesull P-- Thatch &smp; enped 1 20 Gage Galvanized Seel Storm PsnelaMVHZ Corrugated Galvanized Steal Storm Panels row nod 12131120P2 Yts Yes Yes N/A a Florida Registered g 1 Deck -err" DA-4 a TRI-Built Dedl-Air DA-4 Llov Proli P a Plaslk, Rod Vent 1211OM25 dtPmed en No Yes No -Q?.5/-g7.5 7 Saxony 600 - isle. Shake ilamp: 804 Shake Furl ProRks • a-kton. CA 12/31r2020 No Yes N/A NIA o not tracks to hunk ant edion �s ArodliteptOraLicensed MeohmlcelyAtachodlaPM4'wdDerck. 1a Is 9nmr900-aete,Shake Ramp, SplitShake Seamy700- Shake, aW.damp;$011sreke FlatRdia- Rlaho,CA 12/312020 Fiat Profile - Stockton CA 12612020 No No Yee Yes NIA N/A WA WA 2 24Gage GalvanizedSteel Storm PanekMHVHZ i ed St CanulraepdGaWanixed9tesl9bxmPamelar(4slrrrsd 12/3112022 at an No Yes Yes N!A ^1 (D FlossderProfessional or not by tracks to provide hurricanepmbecllon � Engineer 20 27 6u-y7w- ask., 39. ailing; Son Shake Teln Espana IBo molar. Fiat ProNe - Risk*, CA 12/3/2020 High Proll.- Katy, TX 21312020 No No Yaa Yes NIA N/A WA WA irR� n`Ei/7 FLtl1B26g-R87 Products 28 mile L- Pica. -K.ly. TX 1NJ1=0 rb Yes NA WA . ��p c, Approved for Use contract EaWrialon In HMZ 1lmma FDTI _ g•ddn �KSS� a-0 Product MpdN, Nurrdsar or Name Product DeasriLflpU 1 Polygdass Roof Underfaymems Rooting underlaymerits 10f2112022 No Yes NIA ewa-e22.5 1 POlyplass Roof Undelgyrllents (HVHZ) Poypplass roof undenaym ants for use In FBC I2f23r2023 Yes No WA WA HVH2 Judadbbora. Z Polydabs Roof UndeRayments inonf it Pobglaes roof undemayments, for use In 12/23+2023 No F&C ,HVHZ jurisdictions. Yes NIA .WA/-522b O 1 Polyglass Roof UnderMymems (HVHZ) Polyglast rod undedayments fm use in FSC I2/2NX23 Yes No WA WA Florida Department of Business & Professional Regulation Page 1 d 1 Florida Department of Business & Professional Regulation hp, d, Florida Department of Business & Professional Regulation Pascal tit L� HVHZ fudedktoro Building Codes and Standards I2520n Building Codas and Standards 117=21 Building Codes and Standards oa=, 2 Polyglasa Roof Underisyments (non-HVHZ) Polyg" rod uriderlgymlerit for use n 12/23r1023 No FBC nprr Z-1jurisdkdors. Yes NIA +WAI-822.5 Product Approval Appllcadon Detail Product Approve Application Debit Product Approval Application Detail 1 Polyglass Roof Undarlaymems (HVHZI Polygleas rod urderlaym ergs for use In FBC12l2312023 Yes HVHZ junsidiphopn6. No WA WA O _ 011 - NNARWXRAWWA. 2 Polyglass Roof Undertayments (nth-HVHZ) Pdygol roof underlaymants, for title In 12/23/2023 No Yes NIA eNIAI-M.5 Entices or gg 2dt ja Sex, Entity at fAta 20 Wtt.P�drat 291 Gmdt tumLgL 20A gee Out Pwdm FBC nan-HVHZ jurisdictions. � Version Manufasounr Contact Enalnew d Ltoenes Validated By Validated Buttons eatl P'OCApproyal Approved Iwo 1y� yaulm uvula t &go" goonoL lkam VrdWrs low Yaf� swmwLed Fecaa,dwr agamlig at" Z= yarn- REnumeturW Gfz= L2Bb2KAILOwe Validated as Rita y(yld" ) FBCAmravd Appmnd a" _ I POlyglass Rod UndelMymonts(WHZ) Polyglass rod Underia0'rllerse for use In FBC 12'23r7023 Yes No WA WA Review 2020 All Amedcar Shutru. and G Fxc Mko Barbieri Flank L. Ben rardo, P. E Troy Bill=. P.E IOrMD20 10115=20 11IM2020 12115=0 Approved Revision 202D Aplre Stuart Lew. ACC Eveluat-Serdro. LLC W.eom M. Rental, PE ioaV2020 10027M2D 11/06202D 1145f= Approved Revision 2020 CormsrdW Cmorete Prodwe.lmo. Robert 0111. Samuel A. Oreanborg John Hoy 12116=20 171119=20 1=62020 long FaC Apo. 2 Polyglass Roof Undetaymeno (rim-HVHZ) HVHZ jurisdictions Poll roof undenaymants, for use h 12r23/2023 No Yes WA eWA!-022.5 Category; Shutter. Subcategory Storm Panel, (561)7124882 PE0046549 (954)9474)860 mdkeboallamericanshute Collegial Structural Carpon.na suecdegoy: Trues Mora. (3211710.3377 (407)8811917 dseia®algnwwr.can CaAgay-.RruclMM Cp1p-prim subcategory: Proaga Irdrodu-d as, a Result « (at 3)650-3wr PE-34245 o32)598-0311 pnadgWa@ysNpo can F8C nowHVHZ junsdlobors Oompllaace Method: Evauaton Report froma Fkrida Registered Architect or a Licensed Florida mmm Compliance Method Evaluation Report tan. Product Evaluation Erry Nora Temndapy CompllMla Method: Evaluation Report loan a Rdeesiasl Engineer Fatda Registered Ardnn.d Licensed Flodda a • Prdeesicnd Engneer O pueley Assurance Aoaoved mar Use Amroyedfa Un aao # Product Medal, Numgar or. North QYallivAsuratorA Amproyed for Use Approved for use ]MDR( Design Pro(IuOt Description Cwtraa exoinaon Dots Ind OuteWt HVNI Ismaili Pr"ou a Me# i Rv&m Made. pumerloss /lame ITW SC04W. High. Strength (H AamP: S) gp rAM[anp ➢Yt Mond C-sida Phil. 12/312024 In HVHZ Yee Y. Hmisetra NA Pressure NIA F� QLiIpLALY[itlt Amravae for Liu Am=arm r� Lp� � 1 24ge Galvanized Steel Storm Psnels 24ge Galvanized Steel Storm Panels 17J31r2D22 yes Yes Yes WA 2 ITW SCO)AIN" Hnq Plot. Metal Comecta Plate l V312024 Yes Yea NA NA aim Froduel Model• Number er Nama Rpdud Draerlvdm Comact p-mlydlongae In HVHZ Oul Hi ALL( m 3 4 ITW SOOJA4cime Tmulo ITW pCO/Alpl-Wave Metal Connector Plate 1213112024 Meal Connector Plate 12131,7024 Yes Y. Yes YK NIA NA N/A NIA i Ouahy Recall a Commercial ConOieoe Products Pre s.t and Prestressed Concrete Lintel, 0525=4 into Yes N1A WA ^ 1 -4-taij ICU CU m � Q Florida Department of Business & Professional Regulation Page 1 d2 Florida Departmert of Business & Professional R4agulaton Pege l dl Florida Department of Business & Professional Regulation Paps, pre Building Codes and Standards Ions, , Building Codes and Standards a14da31 Building Codes and Standards 9,71 21 Product Approval Application Detail Product Approval Application Debit Product Approval Application DeGll tL G9sh Ike[ YeOlm Manildalouii sotlgrsc rented EmlotdAIMM V Ihkd d err gde YJlldetad ad, pat. Island- Pu Approved flats � ELffid Gttde 7Yaf Version Manufacturer Eo1 alp[ CMLM atalow a Limiss VAIdded 6/ ➢tli ➢der 2ak2mim go Validated Submitted FOC Ammvel Approved &a m 2001 In y(�Ep l f�ggt 2,,d, err& LJpwe y nyl lov 2& W yid astonished PSC Apaovd BtL Agp,d Revision 2020 MITak Inc. Computer. Sbudeal Comppnemxa Erin WaMM ACC Evaluation Ser%liw LLC ACC Evduallm Servke, 4952)898-8635 LLC. o" 112021 OBAOM21 oaM2/2021 Appoved Revision 2020 Weyerhaeuser Category: Structural Comooneds once, Bddoln IOC EvWu.dm Slake. LLC 1- Leine. P.E. (253) 924.6476 (508) 839.32a8 0Z*212D21 10/i=20 02M3M21 Aporarod Aromatbn 2020 Alpha aumnum, Inc. CWADWY: Panel Jose she Lull R. LORMs stow M. Vnoh. PE SW2005 PE-02114 317.8454 11M SM20 11/162020 11202020 Apprwad 81ehCbq.W-. Truss Plates awaldenQtrNL-m (205) M-9800 auIsCdegry: Engneered Lumber Canrplisnce Method: eVNuecm Report man a Rmwl.gsldv4m8vmkr the •rinse ^ Wens ihbCtlegry: Sareh (40711 (717) a4m.alurrenunntoQyehto W Z compliance Method: EVduMloo Rapat mom a Proloscl Walston EnNy Product Elaluetkn lenbly CompllMca Method: Evaluation Report lam a Fond. RagW.rw Al or p U-sed Plaids 0 cam . } 74Nt fjaartla Fnanpw LWIULdwbim W �..�.P.rrrifesnlmM �ay Asia A�jgLft AmtovadforlNe � Design dwW Mssmersu Ag�for Use Awrpvsn rg` � 21= e� r ��ee ., iWAALftah" J 3ma Product Mode. Number or Name Ha2S�dgle4Ylgtlm � g).t1DfZ $4eltltt9(tli &e118i0t 1'.ImuCl jLp,a Produet YadN. Nellie, err NMm Produci,Q�Madon Conrl Exchatlton Oat S7.t� Outside, biHi gtddarr fv (St 91WaaAaMrd>£e Appraised for use Adoravw for use 1!� g�jlap , M1ams ie 90. high at-oth vest-roordr pate 12/31r20Z2 Yen Yes N/A N/A 1 M c alsom LVL Limninated V.-a lumber 03/31rM3 NO Yen NIA NIA Reds YpdLL Numh, a Wimp isQlrLidF. in Il t ➢ItWdo,111i RWatam prical 2 M'168H8 18 h siren h Ines connector plate 1213IW22 ga wow p 0 Y49 Ye, NIA WA 2 3 Panels. PSL d LSL Persian Spend Lhr 03/312023 um t9rnnp 03/312023 NO Y.5 N/A his Yes WA WA WA 1 ApeNadlvtm 8dltl damp: Vented Aluminum Sell AlphaAluminum SolidAemp; Vcnied aumnum 07/]02023 NO Yea No WA 3 MI 18 rm 16 on. hues connador pate 12/312022 Yes Yes NIA NIA Rim Board TJ RIM Board ShruMfw a LuM 6CU CIUfaI CAInD0911e L,n16ef a Oriented arail0 03I112023 NO Yes NfA N/A m0: Wwtl CMU AlTJ .9dmV Coral darts; Wood 4 MT1aN3 1Bq.hlphtironpnWaato-nadadate 12/31rX22 Yn Vet MIA NA based Rim 13-0 5 MT20HS 20 ps high strength must Weeder oat* 121312022 Yet Yes NA WA 5 Wyrerhawner Rsn acam Oriented amntlum BRan Aloud 03A12023 No Yea NIA WA SHEET N0. 6 TLIB. 10718 TL20. MT20 lag. INe9-nnedarpat. +2/312022 20 ga. tMH connector pl.M1 12r0,2022 Yn Yes Yes yes N/A N/A WA WA August 10, 2022 PA 1.1 Fonda Department of Bu ldneas A PmbalOnal Rogulme n PXerr l d2 Bui l7q Codes and Standards era Product Approgl Api HIM DOWI 'I 1,11111 MOVE I _ go TSla MIS 11Jt2fm►l lt A-AMM@ wHAweeW 1 N 1� FaO�A� AJxwr Aekrrwam 2= My Ompoll Joe WIMUNI Bard WIrWOnrErM Door Jwns L Budaw, P.E. 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PA 1.2 1 J-I I i I 111. n III I I I ^W W V/ Cu W U 2 • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to NI 88T approvals toed btlov, CLICK HERE. Updated 12r3or2o2p Simpson Strong -Tie 2020 FBC Approved Products Fa died Inks to all SST approvals listed belie, CLICK NERE Updated 12r"N20 Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pP For direct Inks to a1188T approvals Qatari blow, SICK MERE Updated 12rSa,7020 Simpson Stron Tie 2020 FBC Approved Products p g- pp For direct Inks to all S87 approves Matadi bNov, CLICK HERE. Updated 12r"2020 N U- O Q. O O t_ �1 C � For additional Information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice or Acceptance (NOA). CLICK ERE For additional Information fegardhg Florida's Statewide Product Approval System and Msmr-Dade County Notice or Acceptance (NOA), CLICK HERE For additional information regarding Florida's statewide Prodret Approval System and Msmi4)ade County Notice or Acceptance (NOA), CLICK HERE. Far s ldtional information regarding Hordes Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). SLICK HERE .� I N N FL#2386-R7 FL#t0446-116 FL#M046SR5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3- U c 9116" and heights ranging from 4.5tl6" to 11" Concealed flange IS" Product Modal. Number or Name Product Description Product Model. Number or Name Product Descrlotlon Product Model. Number or Name Product Description version (HUSC) available far models having width equal w or O O _� 1 Titan Stainless Steel Concrete 8 Mason Screw Masonry (TTN-SS) 1/4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 Bit, BTB, 8TH Brick Ties greater than 3.9/16" C L L 2 APA21, APA4, APAS, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST121 Clvi CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- C CD_C O 3 APB44, APB44R, APVB66, AP066R, AP886, APB88R, AP61010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18. CS2D, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16' C O ILI- _ FL#9569-R6 APVB44R, APVB66, APVEMR. APV888, APVBBBR, APVIi APVB1D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5 25SDS Face -mount hangers Co O -a `s- (U 4 APDJT2-4, APDJT2R-4, APDJT2-6, APOJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompresslonfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CU O Sea # Product Modal. Number or Norma Product Descrption APVDJ72R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC28Z, LUC2107 Face -mount hangers .U) � c O 1 SD70112DBB Outdoor Accents Connector Screw 6 APHH48, APHH48R, APHH610. APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H72, His, H18S, 1-118-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- L L 0- 2 SD9112, S09212, SDI0112. SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APLO, APT4, APTB, APVL4, APVLS APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116', (n O Co 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R. APL H26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.83-SUS, MGUS.25-SUS, MGU5,50-SD5, MGU5.62-SUS, MGU7.00•SDS Faca mount hinge L (� #.+- C- 4 SDCF22434, SDGF22512, SDCF22814. SDCF22700, SDCF22858, SDCF221014. Strang -Drive SDCPTimber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS22-SDS3, HSS2.3-SDS3: HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to L- v) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties ll HST2, HST3 HST5, HSTB Straight Straps 1/8" end heights ranging from 6.1511e" to 19-1/2', 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Strong -Dive SDCP Timber.CP Screw 10 CJT3Z, CJT4Z, CJT5Z, C 1TBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS213, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI SKTZ. HTS020KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available In widths ranging Irom 1 - 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/1&' and heights ranging from 3-1/16" to 13-3/4". 7 SDS25112 SDS25134, SDS25200, SDS25212. SDS25300. SDS25312, SDS25412. Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9. LSTA12. LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SOS25500 SDS25e0D, SDS258M 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X mod"; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SOS25212SS, SDS2530OSS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAi, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 LghtTwotStrap 8"and heights ranging from 2.518"ro 11.114", 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RS 19 KB81Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. META49 Straight Straps FL#10667-R8 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps fidaProduct Modal. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC86133 Pre -Bent Straps AMA Product Modal. Number or Name Product Description 1 ATR318, ATR11Z ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS9O Slawable Angles 24 MST126, MSTI36, MSTI48, MSTIOO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available m widths ranging from 1-9116" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATU09-2, ATU09.3, ATUD14, ATUD14-2 Aluminum Take•Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS3Q MT830C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BP1/2, BPI/2-3, BP5/8-2, BP518-3, SP3/4, BP314.3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ120RZ, LSSJ28LZ. LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 NCA2x10-12, NCA2x12-12. NCA2x8-16, NCA2x10-10, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available In widths ranging from 3-518" to 7- 4 CNW3/6, CNW112 CNW516, CNW314, CNW5/8-1/2, CNWa14-5/8 Coupler Nuts 25 ISSR1.81, LSSR2.1, LSSR2 37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Sker able Hanger 27 RCWS12, RCW1314 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUDOS, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device 20 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF aeries hangers Top flange hangers available in widths ranging from 1-117'to 3- CTUD98, CTUD99 27 ML23Z, M1124Z, ML262, ML28Z ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, 1`44, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4, SP6, SPB Stud Plate Tie 4 DGHF sense hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B. RTUD5. RTUD8, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1,5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1/4" to 13- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST8215, ST8224, ST6236 Straight Straps 7/8" and heights nanging from 11" to 32 V7'. 1D URS3 3/8" Uplift Rod Run T*down System 32 RST-3 Rod Tie -Down 34 T820, T627, T830, TB36, TB42, TB48, TB54, TB56, TH60 Tension Bridging 6 EGO series hangers Top flange hangers available In widths ranging from 3.518" to 7- 11 URS4 112" UpllR Rod Run Tlocil System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12. TWB14 Wall Bracing 114" and heights ranging from 11-1f4" to 32" 12 URS5 518" Uplift Rod Run Taidown System 34 STC. STCT, OTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 v1S106. WS108C, WB126, W6126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 38 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdthe ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32'. FUh0441-HO FL#30531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#1044745 1/2" and heights ranging from 8" to 3W §2 Product Model. Number or Name Product Description Qd" Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8-715" 1 OTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CSH2.37x5 5, C8112 37x7 63, 0SH2.37x9.75 Concealed hangers and heights ranging from 10-1/7'to 26". 2 HOC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9118" and heights 7/8" and heights ranging from 7.1f7'to 37'. 4 HDU2. HOU4, HDU5. HDU8, HDU 11 HOW 4 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlln anchor 4 HCP1.81, HCP2, HCP4 Hid Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SOS, HGU7.W-SDS, HGU7,25- Face -mount hangers 118" and heights ranging from 14" to 33" 8 LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.37t312, Heavy Hip to RdgeCdnnectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC88 4 HGUS aeries hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/16" and heights ranging from 18" to 26' 8 MPA132, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 6-5/16"to 12.7I8". 14 HUSTF serieshangers Top flengejolst hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 SirWstyle purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5,50•SDS, HHGU5.62-SDS, HHGU7 GO•SDS, HHGU7.25•SDS, Face -mount hangers 3-9/16'and heights ranging from 5 3f8" to 13-1/8" 10 PA118, PA123. PA128. PAI35 Strap -style purtn anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skerwable U Hanger HHGU9,00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" Ln 5- 11 STHD10 STHDIORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46. HHUS48. HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7116'to 15' Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7 25110 version (HUCTF) available for all models having w Kith equal to or 11 THA29, 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 2-9/1 e". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 44314" to 15-314". 16 HWP sores hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAI2.06/22, THAl2 1122, THA1222, THA1322, THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange s concealed 1/8" and heights ranging from 5.3/8" to 26'N 13 THAL422, THAR422 Skewed Truss Hangar 17 HWPH stir es hinge s Top flange hangers available in widths ranging from 1-9116 to 7- Gin.' / 14 THJA26, LTHJA21 LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 37' 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1.9I18" to 3 18 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.71W to 19.114". Concealed flange 5/8" and heights ranging from 9-118" to 16' O M1 w 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for ail models having with equal to or 19 JS series hangers Top flange hangers available in width of 1 9118"and heights �' 15 18 VTCR Valley Truss Clip 9 reaterthan2-9116". ranging from 5-3/8" to 7-i14" U o L , o 10 HUC01,81fg-SDS, HUC01.81/11-SDS, HUCQ210-2-SDS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9118" and heights c o N BOB, HUC0410-SDS, HUCQ412-SDS, HUC05.2M-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3/1e" tc 13-118", - CM x LA_ d. SDS, HUCQ512-SDS o to N CM N d ro cv I cu� d o� �-' ra Rs w E 0 r, 0 Simpson Strong -Tie 2020 FBC Approved Products Updated IPJ3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 ®y*�+ Simpson Strong -Tie 2020 FBC Approved Products Updated 121242020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 1213WO20 a For direct Inks to all SST approvals Isted below. CLICK HER For direct Inks to all SST approvals Baled below, CLICK HERE ® For dlrect Inks to all SST approvals listed below, SLICK HERE M= For dYect Inks to all SST approvals listed below, CLICK HERE Fa additional infxxmabon regarding Florida's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA). CLICK HERE, -------- For additional information regarding Florida's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA). CLICK HERE - For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance INCA), CLICK HERE. • For additional informabon regarding Flanda's Statewide Product Approval System and Mam-Dade County Notice of Accaptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#114fif1-R5 18 SfLBV1.56, S/LBV1.81, S/LBV2,0e, S/LBV2.37, S/LBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5.3/8" to 15-1/8" SILBV3.56, S1LBV3.62. S1LBV4 06 SfLBV4.12, S/LBV4.28, S1LBV4.76, SILBV5.60 6 Strong -Bolt 2 (ST62, STB2.4SS, STS2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9/16" and heights Sea X Product Model. Number or Name Product Description 19 S1LTT20, SIDTT2Z, SIHTTI4, HTT4, HTT5 Hoidowns steel and Types 304 and 316 stainless steel ranging from 93116" m 13-118". 1 HHUS210-3, HHUS21 D-4 Joist Hanger 20 S1MSTW. S#MST72 Straps 118 mil (10 go) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H8SS, THD-CS, THD-CSSSS) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEGS, LEG7 somas hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Tes available with hex head In carbon steel and Types 304 and 316 7t6" and heights ranging from 9" to 33-1r7' 3 HUCO210.2-SOS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, 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 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-it7' 5 THGQ2-SDS3, THG03-SOS4 5, THGQH2-SDS3; THGOH3-SDS4 5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9I16" to 5- 6 THGW3.3, THGW3-4, THOW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Then HO Threaded Rod Hanger (THDB25158RH, THDB37168RH, THD37212RH, Then HO Threaded Red Hanger for concrete 1/8" and heights ranging from 9-1/4"to 24" TH050234RH, THD10212RH) 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 3-3/8" to 7.1/8" FL#11473-R5 F1_#13904-R5 CD 27 26 RR WP series hangars Ridge rater or Top flange hangers available in widths ranging from 1.9/15'to 7- i?ffiill Product Modal. Num leer or Name Product Description JW product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 52-SDSHOG, CCQM4.62-S0SHOG, CCQM5.5D-SDSHDG, CCTQM3.62-SDSG. Masonry Pet Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62SDSG CCTQM5.SOSDSG, CCCONn 62-SDSG, CCCQM4 62-SDSG, Product Model. Number or Norma Product Description 3 H16, H15S, H16-2. H18-2S Hurricane Tie CCCOM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10060-R5 4 HETA12, HETA16, HEfA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT. ECCLQM4.62G-KT, ECCLQM5.50G•KT, ECCLLOM03.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLOMD4,82G-KT, ECCL1_QMO5r.5DG-KT. ECCLROMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Product Model. Number or Norma Product Description 6 HGAM10, HMO Masonry retrofit connections KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchor for masonry }# �a W 1 ABA44, ABA44R, ABA48, ABA46R, ABA86. ABAOSR Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMS 25. HGUM5.50, HGUM7.00, HGUM7,25. HGUM9 00 Heavy Masonry Hangers 5 Then 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ASU44. ABU44R, ABU46, ABU46R. ABU5.5, ABU5-6, ABU65, ABU66. ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tieclow i 4 LGUM26.2, LGUM26.3, LGUM26.41, LGUM28.2, LGUM28.3, LGUM28.4. LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HBSS, THD-CS&SS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABUS8R, ABU1010. ASU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46. LGUM48. LGUM410 or 318 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, A8WB6RZ. ABW7.7 A04, A04R, ACE-4, ACB, ACBR, ACES Adjustable Post Base Poet Cap 10 11 META12, META16, META18. META20, META24, META40 MSTAM24, MSTAM36, MSTCM40, MSTCMOO Embedded Truss Anchor Step Tie for Masonry 5 MSHA3.12/9 25, MBHA3 12/11.25, MBHA3.561725, MBHA3 5619,25, MSHA356111.25, MBHA3,56/11 88, MBHA3 58114, MBHA3.56/18, MBHA3 56N8 MBHA5.50/7 25. Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BCS, BC6R, BCS, BCS2-2/4, SC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twat Strap for Masonry MBHA5.50I9.25, MBHA5.50111 25, M13HA5.50/11 88 MBHA5 50/14, MSHA5,50/18, e C844, CB46, C848, C686, C888 Embedded Column Base MBHA5.50118 ICU 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBSQ88-SD52, CBS088-SDS2 Embedded Column Base 8 MSHU3.5619.25, MBHU3.56/11.25, MBHU3,5r3111,88, MBHU3.56114, MSHU3.56N6, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from a-1I4" to 9-1f2" and FL#11496-R5 MBHU3.58118, MBHU5.50t9.25. MBHUs 50111 25, MBHU5.50111.88. MBHUs 5014, W2 ranging from 3-518" to 7-1f2" MBHU5.50116, MBHU5.50118 §ggj Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3.114" to 9.1/7and 10MLIKProduct Model. Number or Nema Product Description 1 X3461016SK, X1S1016, Xi B1016.4K, XQIS1016, X018101 e-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 M2 ranging from 3.5/8" to 7.1/2" 1 OTT1 Z Deck Tension Tie Drill Point CL 10 CPT44Z, CPT8sZ, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowne FL#13975-R6 2 XL0114T1224, XLQ114B1224.2K #12.24 Strong -Drive XL Large -Head Metal Self-Driliing. Tapping 11 12 EP544A, EP844, EPB46, EPB86 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD38, HD55, HD7B, HD98 HTT4, HTTS, HTTS-3/4 Bolted Hcldowns Tension Ties 3eg f Product Model. Number or Name P4 Daacrlptlon (g� 3 XMQ114S1224, XMQ114B1224-2K Screws with #5 Drill Point and Large Dio meter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SOW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 XQ114S1224, XQ11481224-2.5K X114S1224, X0112S1224. XQ11287224-2K #12-24 Strong -Drive X Metal Sect -Drilling, Tapping Straws with 06 Drill Point 15 MP644Z, MpB88Z, MPB88Z Moment Post Base 2 SDW'C15450L SDWC15800 Strong -Drive SOWC TRUSS Screw 16 PB44, PB44R, P846, PBW. PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SOWH19400DB, SDWH19600D8, SDWH19800DB, SDWH1QI000DB Strang-Drve SOWN TIMBER -HEX Screw 5 XU34S1016, XU34B101O-5K #10-16 Strong -Drive XU Metal Salt -Drilling, Tapping Screws with 17 PSS44A, PBS46, PSS86 Embedded Post Base 4 SDWH2741000, SOWH27BODG. SDWH278ODG, SDWH271000G, SDWH27120OG Strong -Drive SOWH TIMBER -HEX HDG Screw #1 Drill Point 18 19 PBV6, PBVIO FC44-18. PC46-18, PC48-18; PC64-18, PC66-16 EPC44-16, EPC46-10, EPC48-16, Round Post Base Post Cap §S9.ii 1 ProdufltMgdel, Number or Name S6518x24, S8718x24, SB1x30 Product Description SB Anchor Bolts 5 8 SOWS16212, SOWS16300. SDWS15312, SDWS18400 SDWS19800, SDWS22BDO Strong -Drive SOWS FRAMING Screw Strong SDWS TIMBER Grade) O EPC64-16, EPC86-18 2 SSTB16, SST820, SST824, SSTB28, SSTB34, SSTB36, SST816L, SST82OL, SST824L, SSTB Anchor Bolts SDVVS1971Z SDWS22400,SDWS22500.SDWS22512, SOWS22800, SDWS22900, SDVVS221000, SDWS221100, SDWS221200, SDWS221500 -Drive Screw (interior 17035320-110 L� 20 PC4Z. PC4RZ, PC112, PCBRZ, PCBZ, PC8R2, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ. EPCSZ, Post Cap 55TB28L 7 SDWS2230008. SOWS224000B. SOWS225000B, SOWS2260OD6, SOWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB �-d" Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-BZ Post Base 8 SDWS22312DBB, SOWS22512OBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retaft Post Base FLOI3672-R4 9 SDWS2730OSS. SDWS2740OSS, SOWS2750OSS, SDWS276OOSS, SDWS278WSS. Strong -Drive SOWS TIMBER SS Screw 2 F-CB43.5. FCB45 5. FCB47 5, FC849 5, FCB411.5 Bypass Framing Foxed -Clip Connector W '^v SDWSWICODSS, SOWS2712006S 3 FPHSD34S1018, FPHSD34B1016, FPHSD3481015-5K. FPHS034S1214, #10-15 and #12-14 Strong -Drive FPHSD Framing -to -CPS Sell- Sao fir Product Model, Number or Name Product Desorption 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws U V FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225. LSFC4.25, LSFC6.25, SFC2.25, SF04.25. SFC6.25 Steel Framing Connector 2 HRS6, HRS8. HRSI2, FHA6, FHA9, FHAl2, FHA18. FHA24 FHA30, MSTI25, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC8.26, SSC2.25, SSC4.25, SSC6.25. MSSC2.25, MSSC4.25_ MSSC6.26, Steel Stud Connectors A2&1 Product Model. Number or Name Product Description MSTI48. MSTISO. MSTI72, S/MST27, S/MST37, SIMST46 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twat Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC843.5, SCS45,5, SCS47 5, SCS49 5, SCS411.5, MSC645.5, MSC847.5 Bypass Framing Slide -Clip Connector n 3 GH46-6, 0H46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH68-8. GH68.8, GH88- Girder Harper 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 Straps 33 mil (20 ga) 4�j[ Product Model. Number or Nams Product Description 8 SCS32.519T SCS62-5/97. SCS62-6/118. SCS82 61118 Bypass Framing Connector -0 B, GH610-6, GH810-8 6 LSUBH3.25, SUBH3 25, MSUBH325 Bridging Connector 1 AS 18, AS 18W AS 18SO 18 go Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB56, GLB5C. GLB5D, GLB7A, GL678, 01-137C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25 MSJC10.25 Steel Joist Connectors L� 5 GLST512, 081-T812, GLBT518, GBLT818, GLBT520, GSLT62o 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 Strut Connector 0 e HGLBA, HGLBB, HGLSC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3487414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTfedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil If ga) Screws LJJ 8 LJFP10-SDS3 Universal Foundation Plate 11 MTS12. MTS18, MTS18. MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1010. X0101016-4K, XQ1S1214, XQ1B1214-3 SK, XQ78S1224, XQ7861224.3K, #10-16 #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Ret'ofrt Foundation Plate 12 SIB1.56, SIB1.81, SJB2.06, 5dB2.37, S/B2.56, SB2.66, SIB3.12, S/83.56, S/B3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224. X011491224.2.5K, XQ112SI224, XQ1 I 281224-2K, X346101e-5K, XIS1016, X1B101O.4K, XlS1214, XiB1214-3 5K Tapping Screws Q 13 S/84.12, SJB4.28, S1B4.75, SIB5,50 SBA2.12M, &BA2.12/10, SMA2.12112. S1BA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Jost Hangers AW Product Modal. Number or Name Product Description Z J SIBA4.18J12, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 SfH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 S11-106S, S/HDSB, StHD1OS. S/HD106, SIHDISS, S/HO150 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 18 S/HDU4, S1HDU6, S/HDU9, VHDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET•3G Adhesive Anchor for concrete SHEET NO. August 10 2022 PA 1.3 (v U) C0 (D .� > U MIAM!•[aADE - E.couxr�r PGT ladmtr;es, Inc. PGT Industries,Iuc. 2 -0 C PRODUCTCONTROL S3ECTIM+n Gi Inndustries. JJN. CJL 0 O 11805 SW 26 SwaK, Rom 208 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EL�E;YCE SUBMITTED (v �- L-- C_ cu - DEPARTMElff OF REGUX ATORY A" ZCONOhflC RESOURCES 0t£R) Mum, Flo" 33173--2474 ND BOARD ACODE ADMVQSTR.AT10WDM SP0.K T (786) MS-2390 F MM 315-25" NOTICE OF ACCEPTANCE: EVIDENCE S�B3TTED _ U % NOTICE OF ACCEPTA..1iCE (NOA) •�.a�.�a�.t��-1�o.amF 1. Evidence submitted under pre�iotu �TOA D. QUALM ASSURANCE 4 � � ca Co -U) A. DRAWINGS B. TESTS (continued) 1_ Miami Dade Department of Regulatory and Economic Resources (R.ER)_ ill -0 U O � .0 PGT indnstsies, Inc, � 1070 Technology Drive, 1. Maanufactur�ees die drawings and sections. S. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 o - �= O C Q North Venice. FL 34275 (Sribmif ed under.-YOA A'o.11-0107.04) 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 E. 3�dATERLAL CERTIFICATIONS 0 1. Scam: 2- Drawing No. MD-5570.0, titled --Vinyl Sliding Glass Door NOA W', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94_ 1. Notice ofAcceptance No.1-"528.14 issued to Vision Extrusion Limited for their 0 - This NOA is being issued under the applicable rules andregulations governing the use of constrnctionwate=h. The through 21 of 21, prepared by manufacturer, dated ld05/15, with revision A dated 4) Large .Missile Impact Test per FBC, TAS 20194 "White Rigid PVC Exterior Extrusions for U7ndows and Doors", dated 08/I3/15. to CD O >O ' documentation submitted has been reviewed and accepted by Miami -Dade CcurayRER -Product Control Section to 04/05/17, signed and sealed by A. Lynn Miller, P.E. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 eq icing on 09130/19, Cn a)L 0- be u nd k Marni Dade Q=ty and other arras wh= alkwed by the Authority Having Juri.-4chon (AM. 6) Forced Entry Test, per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion Limited for their '"17E C- U, O M Q This NOA shall not bevalid after the eapuatiandate statedbelow- The hiiamiDadeCounty Product Control Sectiou B. TESTS along vnthmarked-updsaatingsand installation diagram ofvinyl sliding glass door, prepared 1000Tan 202and lighter Shades (Nola-1��hite)Rigid P`"CExterior Extrusions for f- � U) Q (In Mum Dade County) and/orthe AM (in areas other thauiMiamiDade County) reserve the right to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fe�tratwn Testing Lab. Inc., Test Repoli No_ FTL 8_'449, dated 11.,ri6.1i5, signed and Windows and Doors", dated I �08116, expiring on. 12129,2I_ product or material tested for is quality auranceputposes- If this product or material fails to perform in the accepted 2) Large Missill1e Impact Test per FBC, TAS 201-94 sealed by Idaltms Ortega, P. E. (Test report revised on 12104115 and 02/11/16) 3. Notice of Acceptance No.15-0528.15 issued to Vision Extnlsion Limited for their manner, the mawfictu�will incur the expense of such testing and the AlUmay immedutelyrevoke, modify, or 3)Cyclic Wind Presme Loaidingper F-BC,TAS 203-+94 6. Test report on 1)Air InfiltlationTest, per FBC, TAS 202-94 '"Brown Coated (Painted or Laminated) White Rigid PVCExwior Extrusions for suspend the use of such product "material within their jurisdiction. RER teser es the right to revoke this acceptance, if is Countyg Control Section that this product or material faits to determined byMibLe along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Pressme Test, per FBC, TAS 202-94 Windows and Doors". dated 08113115. expiring on 09/30;'19. r budding code -Product meet time requirements of the applicable banding code_ en by Fenestration Test' Lab, Inc., Test No. FTL 9717. dated 1107.15, and � Report 3) Water Resistance Tess, per FBC, TAS 202-94. 4- Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, eP This product is approvedas described hesein andhas been designed to comply with the Florida Building Code_ sealed by Idalmis Ortega. P. E. (Test report revised on 02/15/16 and 0124116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for thew "TAN 3040 and Lighter Shades (ion -White) Rigid PVC Exterior including the High Velocity Hurricane Zone. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind PresStue Loading per FBC, TAS 203-94 Extrusions for'R`mdows and Doors" dated 091151167 expiring on 0204121. DESCRIPITON: Series "557012 770" Vint 1 Sliding Glass Dow (Reinforced') wtwo 900 & I30 coreers-LML 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked imp drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No_ 16-0712.04 issued to ENERGI Fenestration Solutions USA, APPRO� :�L DOCL'bi1�1T: Drawing No .1ID-5570.4 Rev B, titled "Vier! Sliding Glass Door NOA {i.Mj", shee� 3) Water Resistance Test, per FBC, TAS 202-94_ Fenestration Testing Lab. Inc., Test No. FTL 855 d by tmg Report 2, area l J04115, signed and Inc for their "Bronze and Lighter Shades of Ca Coated PVC Exterior � P i through 21 of 21, prepared by marnufacturer dared l a+05l15 and Iasi revised on 0?10 i/2 #, sued and relied by 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idahuis Ortega, P. E. (Test report revised on 02/152016) Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. A. Lynn honer, P_E-, bearing the Nfiami-Dade CountyProduct Control Revision stamp with the Notice of 5) Cyclic Wind Presstu�e Loading per FBC, TAS 203-94 7. Test nit on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6. Notice ofAcceptance No-16-0712.03 issues! to ENERGI FMestration Sohntions USA, ,. „ "White Acceptance number and expiration.date by the Miami -Dade County Product Control Section.6) Forced Entry Tess, pd'< FBC. TAS 2t)294 2) Large Missile Impact Test per FBC, TAS 241-94 Inc. for their Rigid PVC Enter for Extrusions for Windows and Doors dated ��iSSILE L�PACr RATL�tG: Large and Small llfisst7e Impact Resistant along withmarked-up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressm Loading per FBC, TAS 203-94 08/104 7, expiring on 02/28/18. Limit1. by Fenestration, Testing Lab, Inc., Test Report Na_ FTL 8.16, dated 11.1()615, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared T. Test reports No(s). # 0-002-T92 (A), 10-06-M0537, 535753-09. per A►SIME-84. See table 1 (sheet 7) and table 2 (sheet 9) forappticable SGD unit sizes, design pressures, reinforcements types, sealed by Idalmis Ortega, P- E. (Test report revised on 01104/16 and 02/1112016) by Fenesh- tion Testing Lab, Inc., Test Report No. In 6638 (samples A-i thru A-22), dated ASTM 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic glass. types, silt riser (see tables B-1 & 8--2; sheets 7-8j apci anchor layout sheets regttir�anerrts is 11 flirts I6- 3, Test report on 1) AirInfil=ion Test: per FBC, TAS 202-94 11/19/10, and sealed Jorge A- Causo, P. E. (SubmiN4 mender O--4 �'4�n. II- by '� composite material 2. Rigid VI ite PVC, Tan (Non -white) Rigid PVC andBrovin coated (Painted or laaninated) white Rigid PVC to be 2) Uniform Static Air Pressure Test: per FBC, TAS 202-!94 0107 04) (Submiffed under �V0.4 ?'I o. 11-01 �13.0=i) labeled per referenced NOA'srequirements. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 20294 8- Notice ofAcceptance No. Id-09I6.11 issued to Kluaray America., Inc- for their 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 •'Sent n-Giasit. (Clear and White) Interlaver", expiring on 07104118. 4. Packet walls under separate approval, to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resk4ance Test, per FBC, TAS 202.94. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc- for their L ABELLNG: Each unit shall bear a pennanent label with thema chi eesname or logo. city. state andseries and 6) Forced Entry Test, per FBC, TAS 20294 4) Large Missile Impact Test perFBC, TAS 20194 ' Trositfolt, G7tr'aclear, Clear and Color PVB Interlayers", expiring on 07108r79. following statement: ' Miami -Deck County Product Control Approved % noted herein. along with marked -up drove ings and insWhtioa diagram of vinyl sliding glass door: prepared Sj Cyclic Wind Fresstlt�e Loadiugpet FBC, TAS 203-94 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has terra by Fencsttation Testing Lab, Inc., Test Report No_ FTL 8_�-i7, dated 121b411 S, Signed and 6j Forced Entry Test, per FBC, TAS 202-94 F. ST:riTEh�EEi�`TS char m the bull codene �e affec the armance ofthis � aPp'�� F� ly � P� P�'n�- sealed by Idalmis Ortega, P. E. (Test report f used on 02/15/16) along with marked drawings and installation din of l slid door, t_'- � 8s l i'niy � P� Pf�� 1. Statement letter of conformance with FBC-'�� Edition (2014) and FBC 60 Edition TER' ATION ofthis NOA will occur aflerthe eapitaticn date or if their has been a re'%won or change in the 4. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc, Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017), issued by 321211uf2dUrrl dated 08114/17; signed & sealed by Lynn Miller, P.E_ materials, use, and'or manufacture ofthe product orprocesa. Misuse of this NOA as aneudonernent of any produm 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 12/06,10, signed and sealed by Jorge A. Causo, P. E- (Submhve-d under :V-0.4 X6.11- 2- Statement letter of no financial interest, dated 0411 WI T issued by matwfacum, signed for sales. advertising or any otherpugxxws shall automatic allyteeminate this NOA. Failure to complywith any 3) WaW Resistance Test, per FBC, TAS 202-94 0107 09) & sealed by Lynn Miller: P-E. section of this NOA shall be cause for man and removal ofNtA- 4) Loupe Missile Impact Test pet" FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. AD%T-RTLSE.MXN-T: The NOAnumber preceded by the words Miami -Dade County: Florida, and followed by the 5) Cyclic Wind Presses Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No.17-0387. dated 05r05117, signed by Ishaq Chanda, P.E- expiation datemsybedisplayedinadvertisinglneratttre. Lfsanyportionofthe NOAisdisphyed. then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 #_ Anchor Calculations and structural analyw, complyingwithFBC-2014, doer in its entirety- along with marked -map drawings and installation diagram of vinyl sliding glass door, prepared l � by PGT; dated 12,B945and last revised on 02r15/16, signed and sealed by G. OTHER INSPECTION : A copy of this entire NOA shalrbeprovided to the userby flue m anuiacturer or its distributors and by Fenestration Testing Lab_ Inc., Test Report No. FTL 854& dated 12104,1.5, signed and Authonyl- Miler. P.E. (Sublrrined under:A'04Xe 15-1210.01j. 1. Notice of Acceptance No. IS-1210.01. issued to PGT Industries, for their Series '�'in}-1 o _ shall be available for inspection at ffie job site at the request of the Building Official. sealed by Idaltuis Ortega P. E. (Test report revised elm 01104116 and 02111/'16)- 2. Glazing complies with ASTME-1300-09. 5: 70.12770" Sliding Glass Door (Reinforced) - L.�I.I.", g on 041142i 'This NOA revises & reueas r0A#20-04_9.05 and consists of thispage 1 and eiidencepages E-1. E-2, E-3, E-a. r, dv, L /� r,.1,, , � �, �,. ,• �. � s.L. a E-S & E-6 as well as approval document snaenrioned abrne_ The submitted documeniation was reviewed by Ishaq L Cimadla, F.E. Ishaq L Clraads, P E. / Ishaq L Chanda, P.E. 6 �^? �,. } Ishaq L Chards, PF. ® mG � o m x It Product Control Unit 5uperrisor Product Control .:nit Supervisor Product Control Unit Supervisor (, c ", o ti�OA No. 21-0205.03 NOA No. 214205.03 NOA No.'.1-02bra.03 NOA No. :1-4205.03 `n, a, o CK=k'"N" ExpirafiouDatot April 142026 I �*• Expirsema Date- Apri114, 2026 Approval Data: March 25, 2011 Expiration Date- April 14,2026 Approval Date: March 15, 2021 Ea 'ration Date:. ri114 *026 a a> ` - � CU 'f ilk n.�.. Approval Date: March 25, 2021 Approva I Date: lllsrch 15, 2021 y Page 1 E -1 1-2 E ,3r -1-: Q d � C � A � N a E ,o 0 0 PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDEINCE SUBMITTED NOTICE OF ACCEPT XNCE: EAMENCE SUBMITTED NOTICE OF ACCEPTA.Ni CE: EVIDENCE St83fITTED 2. Evidence Submitted under pm ions sabffiittal E. MATERIAL CERTTf IC ATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer SMdar d complying with ASTM C518 lbesmal Conductivity A. DRAWINGS 0-981 BTU -in/ hr.-ft? °F, AS-IM F 1249 3JV'iriR Pass, ASTM D3985 Oxygen Pass, AS'I i E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 2190 I-G_ Durability -No Fog -Pass. .Submtkied under redoes Y0.4 .-Vo. I S- 409.05) { P 1. No. AID-5570.0 Rey- B. titled "Vinyl Slid" Glass DoorNOA " sheets I � y � . �d 1 through 21 of 21, prepared by manufacturer- dated IO;ID5/l5 and last revised on . I of , o prepared tm>amlfactuter. dated 10.�05,15 and last revised on 02"01,2I. � /1 042220, Signed and sealed by A_ Lynn Miller, P-E. 6. Quaae x Part Durase complying with ASTM C5I8 Themlal Conductivity 2.22 BTU -in/ signedthroug A. Lynn Mi1oflu, P.E_ a L nn signed and sealed hr_ fez-T, ASTM F 1249 WV R Pass, ASTM D 1434 Argon Pernt�+oe-Pass, ASTM E is Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 2189 I.G_ Durability No Fog, ASTM E 546 Dew, Point Devrelopinent -20OF in 48 brs_ 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Srtbmi ltted mender AlOA Xv.15-046-0.05). 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7_ Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-I3, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd- VEX-1 by I. Nolte. 4) Large Missile Impact Test per FBC, TAS 20194 AAMA Fenestration Exterior Profile Certification Program. (Submwed under 1V0.4 Xo. IS- 5) Cyclic Alind Press n Loading per FBC, TAS 203-94 0409.#S) C. CALCULATIONS along withmasked-up drawings and installation diagram of all PGT Industries, Inc. 8- Vistcm Extrusions. Ltd- Parts complying with PVC AAh�IA 303-13- I_ Nome- representative units listed below and tested to qualify Dowsd 791 and Dowsd 993 silicones. ISubmi i fed tender NO.4 No. 15-044A4S) =:3 O O prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl CIdoride (PVC) Exterior D. QUALITY ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/ 14 Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER)- � � FTL-20-2107.1, PGT SGD780 Altlmntml iSliding Glass Door (unit 7 in proposal) FIL-20- C'Jatifncabon Program- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-2+0- 10. Notice of Acceptance No. 13-1217.14 issued to Energi Fenestration Solution, USA, Inc- for E. M<4TERL&L CERTII: ICATIONS co 2107.3, PGT PW7620A Ahtminuarl Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for i_ Notice of Acceptance No.19-0305.02 issued toKuraray America, Inc. for their PGT PW7620A Alnna intms Fixed Window (unit 10 in proposal) dated 07113/20, all signed Windows and Doors", expiring on 02/04121. "Trosifol 1, Ultraciear, Clear, and Color PVB Glass Interlay ers", expiring on 0710824- CU O and sealed by Idalmis Ortega. P.E. 11. Notice of Acceptance No. 18-0122.02 issued to Enesgi Fenestration Solution, USA, Inc, for 2- Notice of Acceptance No.17-080&02 issued toKuraray America, Inc. for their L- their seines "White .Rigid PVC Exterior Extrusions for Windows and Doors"- expiring on "SentryG1ast (Clear and Mlke) Glass Interby'ers", expiring on 07/0423. > 0- C. CALCULATIONS FBC 7M 02/28123- 3- Notice ofAcceptance No.19--1106.I0 issued to Vision Extrusions Limited for their `Brown O CD- < 1. Anchor vmfu�ti+on calcatlatiow and struciv 1 analysis, complying with 1?0-0 . Notice of Acceptance No. 2203.03 issued to Energi Fenestration Solution. USA, Inc- for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 04/221120, prepared by marurfactuier, signed and sealed by their "Bronze &light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 09130/24. L� U Anthony Lynn Miller: P.E. Windows and Doors", expiring on 04116125. 4_ Notice of Acceptance No.18-1106.I1 issued to Vision Exirtisions Limited for their series 2. Glazing complies with ASI'4iE1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Non-Whize) Rigid Cellular PVC Exterior � D. QUALITi'ASSUR.Av1iCE F. STATEMENTS Extrusions for Windows and Doors', on 12P-921. O Miami -Dade Department of Regulatory and Economic: Resources (RER). 1. Statement Idler of conformance to FBC 7a Edition (2020). dated 04;2120. issued by t` mamfacturaer, signed and sealed by Anthony Lynn Miller. P.E. F. STAMWN TS E. MATERIAL CERTMCATIONS 2. Statement letter of no financial interest and of independent, L%m d by maanrfacturer, dated I- Statement Idler of conformance to FBC 7& Edition (2020), dated 02.01,21. issued by O 1 _ Notice of Acceptance No.19-0305.02 issued to Kurarat America, Inc. for their 04/1820, signed and sealed by Anthony Lynn Miller, P-E- manufacturer: signed and sealed by Anthony Lynn Milks P.E. "TrosifoW Urltraclear, Clear, and Color PVB Glass Interlayers", expiring on 3. Private Labeling Agreement document between PGT. dated 03/30115 and signed by all 2- Private Labeling Agreement dated 03/08121 between PGT Industries, Inc. and CGI CU 071080-4_ involved parties Windows and Doors Inc.. signed by Dean M. Ruark, P.E., V.P. Engnietsimg. on behalf of U m 2. Notice of Acceptance No.17-080S.02 issued to Kuraraty America, Inc. for their "SentryGl both cmVanies- sit (Clear and NV&e) Glass lnterlayer5", hiring on 07f04/23. G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown 1. This NOA reidm NOA# 17-0420.06(PVTwICG1) and updates toFBC2020 (7*Edititon), G. OTHERS Coated (Painted or Laminated) White Rigid PI'C Exterior Extrusions expiring 04/21121_ I_ This NOA rises & renews NOA# 20-0429.05 (PLAw/CGI), expiring 041140.6. for Windows and Doors", expiring on 09/30124. 2. RER Test proposals #19-1155 dated 01/10120 approved by Ishag1. Chanda. P-E, expiring 2. The current associated PLA CGI frTe #21-0205.0L expiring 04/14,26. O � 4. Notice of Acceptance. No.18-1106.11 issued to Vision Extrusions Limited for their 04114121- series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Celwatr PVC � �: t,,, ., � ; > �,� , � , Sr, w � Exterior Extrusions for Windows and Dos"- expiring on 12"29/21. Doors"- �` F Q / Ishaq L Chanda, P.E. hhaq I. Chanda, P.E. Z Ishaq L Citaads, P.E. Product Control Unit Supervisor Product Control Unit Supervisor Z Product Control Unit Supervisor NOA No. 21-O.VS.03 NOA No, 21-0205.03 Q NOA No. 21-0209.03 Expiration Date: April 14, 2026 Expiration Dade: April 14,1026 J Expiration Date: Agwil 14, 20:6 Approval Date: March US, 202I Approval Date: March .15., 202.1 a Approval Date: h1areh 2S, 2021 E -6 E -6 EJ SHEET NO. August 10, 2022 PA 1 .4 1— MIAMI•QADE M1AMl-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www-miemidade.eov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Sefiner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461 Z, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 o 3, prepared b CraigParrino, P.E., dated March 24, 2003, last g f p p y prepared, signed and sealed b Craig Parrino, P.E., on 08119114. p p 8 y g The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report onf/lexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control UnfilledModels, total of (13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCUULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. 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. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 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.E., .signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and .sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.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 QualitySystem Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, Z003, last revision dated March 11, 200$. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1None . . 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 of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. 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 ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and / / E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. �, elmy A. Maker, P.E., M.S. };L " r— C/Heimy A. Maker, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor M oouPlrY �� - NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 EOADe Expiration Date: 09/11/2023 ,2Dg Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 _IAPPROYEDI _1 JZa Zo 2 o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 / Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Wtami-Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated .Lune 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. r ��_ ;; CAlelmy A. Makar, P.E., M.S. C17 Hetmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 August 10, 2022 -&^-'a ^W W VJ U a) O >r... CL !`W O O CD 12 Cn � O � � � 0 � � O CU LL O .� N 0 � O CL F— -0 .= CU (J) tZ Q u IAA r e+Q N b _ CV ro C= rocaC ao x . c LA- cam. 4 N 7iG d S 3 <c d IU c Q1 E ro o a u 0 E ZW O L O 1L Q � U 0 m O t` w z J z Q J !Z SHEET NO. PA 1.5 Y I I I I I IIII '.I I I II I I Z1PRADUCTEVgt,1jA,'j1jN8rPE�71E'1'NfiLjQ.,^778.01 y QB DiCTYy f tATIONREPOATNO.Tai721.01 3 ILECO INc. TLLR TESTING S ENGINEERING l�MtsAfilY � REPORTS: 2,�3T &MATERIAL CFjARACTERI9T1C8 ANT) $PECIFICATIONS: •GD WATTRR A. TTLUT; IR., F.E. ' - - -- tilttw®aDlHa A rL re.IJaw �,, TA I, Large missile Impact and fatigue load tests were performed under Protocols TAS per 9 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing JN.r nh FP IIW1NW,IV as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & N9.20-176. Anchor specifications shall be ea indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-670 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/D6/1098 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS DE REPORT NO.: 20-0726.01 0219.01.09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, -Lift P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile teat report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2000, on sheet 1 of 28, as well as General Notes ff 1 thru 4 and 11 thru 16, indicated on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E. PRODUCT Sue -CATEGORY• Storm panels 2.;}_BTRUCTURAL ENGINEERING CALCUL AnnuS; On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as dellned on sectlon 1020.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: length based on ratlonal and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculat(one prepared by Tilteco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 61 Street dated 11/03108 and 03/12/15, Signed and sealed by Walter A. Tillit, Jr., P. E. wood frame structures. Davis, Fbrids33314 J. PURPOSE OF EV LUAT[pN; 3. MISSILE IMPACT RESISTANCE.• Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System Large missile Impact under section 1028 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tiiteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01 G20.3, Met�hudEltll,Dn of the Florida Dope rtment of Bus inest and Profisslnal 4A VYING LOADS RE$ISIANS:E:` ,�A,%Mn,uN##yI, 1E4 A. 7f<<%T� ?0 Gage Galvanized Steer Storm Penal has been verified to sustain wind y�Q ' VCENS� ' This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _ '- , . �_;.a a---y _ • 44167 Florida BuildingCode, and to verify that the product Is for the purpose intended p p �' 20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, _. -'` � ., •�* ?r4_4��' STATE OF at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), ' -� drawingNo. 20.176. �,ID This Product Evaluation Report shall be subject to review and navislon In case of 5. INSTBL[,QTION; FSS%ONA1 IN A ,N'flnllnE k%0 s Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; 2.1. PRODUCT EVALUATION DOCUMENT.(P E.D.1; sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E:D.), drawing No. 20.176. Minimum separation to glass shall be as 01 ,TIILLTECO ADMON RECORDS I P. E. REPORT.201 OLOBAL PROTECTION PRODUCTS, LLC t 206AQE GALVANIZEV STEEL STORM PANLLI DRAG 420.176% REPORT# 2DL72B.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets S. 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176. sheets 1 thru 26 of 28 prepared by TiRBBco, Inc.; signed and sealed by Walter A. Tlllit, Jr., P.E.; dated 0712812020. This drawing Is an integral part I ; Is "'01111RIINAN Evaluation Report. \,,,(%,000T1 A, r!(!% y � '��GENs, r� sr\\s 0. R: N. TQ7 a CENSLr •.� �. --*� S_ E �` � -_.� `-� N0144167 -1*1 d" � * * Tyr -` -,-4g 167 T � STATE OF , ��y194 �F .. 40P, ID P'..- y,,y 6355 N.W. 36th Street, Suite 305, Miami, Florida 3,1166 -phone: (305) 871-1530 - PWI 81 5 `1 Fs `-.1 RtO a��4 �Nl,�s /DIN �F,�.o' , Ott III it YMeMIBFi NOTES: n�ga 83) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SDOCO OR WOOD BOARDS RE FOUND ON THE EXISTING WALL ANCHORS SHALL DE LONG ENOUGH To REACH THE MMN STRUCTURE BD914 SUCH ►ANELS, I .. ►ANQ 9101IH ON 1ME FNDDUCM ESWWTON oocumoo IPCA) HAS BEEN vEwnro FOR COANRMRu IN ANCHORAGE SHALL BE AS MENTIONED IN 9. 1) AND IN 6,2). ACCORDANCE WIN THE 7920 (7th EDITION) OF THE nDRIM BUILDING CODE (C) 10OUSTM ►DDo oft SKOFIC .'aBYm_ . - O MN. DESIGN WINDOE, D LOWS SHALL BE DETERMINED A6 PER SECTION 1670 OF THE ABOVE MENTIONED Co FOR A WIND SPEED AS REQUIRED BY THE JUNISOCTION WHERE TNESE SHUTTERS WILL BE INSTALLED AND - 1/4•0 TAPCON ANCHORS. AS MWUTACTUIiEb BY I I ..w wltDu. INC - /14-10 PANFIAMTE FEMALE ID ARO PAXFLMAR' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A DIRECTION LFIY FACTOR Kd-•O 95. USING ASCE 7-14 AND SHAD NOT EXCEED THE NAMTMUM (AS.D.) - 1/4.0 LAG SCREWS PER AIDS. DESIGN PRESSIM RATINGS INDICATED ON SHEETS 7 THRU 12. 14• 136 16, 19 At 20, - 7/16'0 . S/6• WOOD BUSHING, A6 DISTRIBUTED BY ALL PONT SCREW: BOLT a SPECIALTY CO IN OMER 70 VERIFY THE ABOVE CONDITION, ULTIM FF D[9M,A1 WINO LOADS DETERMINED PER ASCE 7-16 SHNJ. BE FIRST REDUCED TO AS.O DES" WINO LOADS By MULTIPLYING THEM BY 06 N ORDER t0 C 1) MINIMUM THREAD() PENLIRAUKN WOO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• TOR ELCO PANU MATE PLUS COMPARE THESE W/ wit (ASO) OEMON PRCMW RATINGS INDICATED ON SHEETS 7 THRU 17. 14, 15, 16. 10 a 20 AND PANUMM UE FEMALE 0, IN ORDER 10 Yf361' T1A7 ANrJKlR ON THIS ►CA AS TESTED WERE NOT OPEN STRESSED. A 33% INCREASE IN ALLOWABLEC.2) MINIMUM THREADED PENETRATION or LAG SCREW. IRO ME WOOD FRAME UNIT SHALL °L I 1/2- No TMIEAOED INTO STUCCO SHIANL BE CONSIDERED A3 PART OF THE REAUNED THREADED PENETRATION STRESS FOR WOO LOAM WAS LIOL USED IN THEIR ANALYSE. FASMNERS SPACING to WOOD HAS BEEN DETERMINED INPFJVE7IWION ACCORDANCE om N.D.S. 201e. C3) MNWW EDGE DISTANCE OF LAC SCREWS. INTO WOOD 946LL BE AS INOOATED IN THE DRAWING STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION ISM O THE AI BHURRICANE OWNERNG a TESTING INC RO`ORIS 96-563, a6-T30 AND 96-570 a MENTIONED CODE AS PER HURRICANE C_4) „INeMIIM M WOOD BUSHING SHALL RE S/6' 1 / .-20 SCREWS USED SHA1 RE 1 1 2' LONG MINIMUM FOESIIATION TESTING NIB INC, REPORTS 02032 a 02125 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-205 SHOULD STUCCO EXIST. AND 1' M04WM FOR WALLS AOTH No 9TIICfq AMENDARDS. TEST LAB O SOUTH FLORIDA REPORT I071 e.Oi -G0, AS PER TAS 201. TAS 202 AND AS W[ll STANDARDS. TAS J03 STANDAMf. C S) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARS BE FOUND ON THE EXISTING 2 ALL ALUMINUM M OITROSIQIS ro BE W63-16 ALLOT AM TEMPER. (UNLESS OtNEWASE NOTED) SEE SKEET 2 WALL. ANOIDRS SHALL BE LONG ENOUGH TO REACH THE MAIN SrRiCtunt BEHIND SUCH PANELS ANCHORAGE SHALL RE AS 1NwT101K0 IN C.I ). C J) 1 C N) 3 ALL ALUMINUM SMUT METAL USED AT LyO"M SHALL HAVE 3tO5- 14 ALLOY. (D) ANCHORS SHALL BE INSTALLED FULIOWG ALL OF DIE IEOOMMFNDAnONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER A ALL STEEL SHIES METAL PANELS SHALL HAVE SRUCTIRA QUALITY STEEL, AWN A-653 CRUDE SO WNIMUM. G-60 GALVANIZED STEEL IXSIONATOI W/TY- 76.E kw (AFTER ROLLED)tHRO11CH 6 PANELS MAY ALSO RE INSTALLEDI,ORI2pNTALLY iOLOWIHO INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 6) EXCEPT THAT WADERS IZ • m SHALL Not BE USED. 5. ALL SCIMEWS TO BE STAINLESS SAE( 304 OR J,. AM SERIES OR COMOSM RESISTANT COATED CARBON SIM AS PER CAN 5001E 50 Im YIELD STRENGTH AND 90 Ma TENSILE STRENGTH a SHALL COMPLY W/ FLORIDA WADING CODE 9 ITSNAIL Bf TYRE RESPONSIBILITY OF 1/A CONTRACTOR ID YEW -FT THE SOUNDNESS OF TM1i1 SuCTllE WHERE SHUTTER 16 To E SECTON 74I1 ),).4. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL OMIT BE ATTACHED TO CONCRETE. BLOCK OR MOOD FRAME WILONGS. 6 BOLTS To BE ASTM A _307 GALVANIZED STEEL. OR ANSI 304 SERIES S7ANESS STEEL WITH 36 ,a MINIMUM YIELD STRENGTH 10. EACH REGULAR STORY PANEL WITH LENGTHS OVER V-6 THROUGH ,2•-4', AS PER SECTIONS 6. 6. I a 10 AND ALTERMATNLS Be, 1 ,%NCI HORS TO WALL SHALL BE A9 Fal,Hi1Y•'- 9W a ION ON SHEENS 5, 6 a 12 RE$P[CTNQY, SHALLHAAVE A tJ.GMLC ApeREAaLr V6411 MARKWG INSTRUCTING OWNER OR TE"ANT. TO SECURE PANELS WITH APPLICABLE REVYORCOKNT DURRIG PEMDS OF HURRMANF WAKING (A) 1D_ I I THE INSTALLATION CONTRACTOR IS to SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS OOMACI MIN - t/.'4 TAPCON ANCHORS AS MANUFACTURED BY I. To BUIUXX. INC (MV, N'C-3192 p.R.N.) TIC BUILDING TO NL\ENT WINO)/CNN INTRUSION. - I/.• • . 7/6' CALK -ON ANCHORS. AS MANUFACTURED BH' INC. rP-JDOU L PORN - f(w,I 3/•• Va1C-SET ANCHORS. AS ONSiRIBVtED BY ALL POINT SCREW. BOLT a SPECAIrc CO. UO-SE W. SPECIALTY 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN ME DRAWING PLUS ANY BUILDING AID ZONING REGULATIONS lMII> rl-J00p P.R.L) PR)VIOED BY THE JURISDICTION WHERE PERMIT E APPLIED FO - /1.-10 1.PApE1MATE FLNNi 0 a PANFI WR PI 115 ANCHORS. AS MANUFACTURED BY ELCO CiONSiRJC1ON PMOiDIlCi4 (MIN. 15 (a) THIS PRGDUCI EVALUATION DOCUMENT lP t 01 PREPARED BY THIS ENGINEER Is GENERIC AND DOES NOT PROVIDE INFORMATION C-3360 P•.N.) - 1/4.0 Cr TAR -GRIP ANCHORS. AS MANLKACIUMD BY TRU-FAST CORPORATION n•.-3600 P.R.0 ROR A SIR: SPECIFIC PROJECT: I. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO A,j IANAIIJY OAEDM(NT OF TAPCON ANCgNS INTO POURED CONCRETE SHALL BE 1 3/1•: 1' FOR PANETMArz FEMALE(b) CONTRACTOR TO eE RESPONSIBLE FOR THE SELECTION. PURCHASE AND I/STALLATON NQUOIN6 LIFE SAFETY Or TIM PRODUCT BASED ON " PLO. POMADED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OCTAH.ED ON ME DOCUMENT 0 AND PAIEMIALTE PLUS AND 1 I/N• FOR CIF TAP -GRIP ANCHWS CONSTRUCTION SAFETY AT SITE IS 1HE CONTRACTOR'S RESPOkUMOY. A2) CAII-IN a SOLID -SCR ANCHOR$ SHALL BE EMKOOFD 7/6' INTO ME PORTED CONCRETE NO E06LOWAI INTO (.) THIS PRODUCT (VALUATION DOCUMENT WILL SE CONSNOCIRD INVALID E MOWITED STUCCO SHALL BE PERMITTED 1/4' 0-20 9CSLFWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUNCD EXIST. NO I• MINIMUM MR WALLS WITH NO STUCCO. AND MAY RE HEADED SCREWS OR ALL TMEAOW SCREWS W/O IIEAO, LdI SITE SPECK IC PROJECTS SWILL BE PREPARED at A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS ENONEq Of RECORD (E.O.R.) FUR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE of ME ►.E A. ENGINEEROr RECORD. ACTING AS A DELEGATED ENGINEER TO THE A 31 IN CASE THAT PRECAST STOW_ PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD BOARDS BE FOUND ON TNI 0 ED ENGINEER. 54011l SUBMIT TO THIS LAttW ME SITE SPECRIC DRAWINGS FOR RrA[W. EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH To REACH TALC MAIN STRUCTURE BEANO SUCH PANELS ANCHORAGE SHALL or AS MENTIONED IN A,) AND IN Al) (.) THE PE.D. SHALL BEM THE DATE AND ORIOINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT (a) ro CXISFING CONCRETE _A,QQ, W&L_ASTM L729. - I/4' 4 TAPCON ANCHORS AS MAWXACTURR° BY I / w SUIUIEX. INC. T• SHUTTER SHUTTER MANINcACCOR9 CE 91NE TI L0009.9ATED ah A RORIDA NSBIN (CODE E LADNM PANEL IN AY WITH SECTION 17OO 0< WORM BUILDING CODE. ONE LABEL I 4• .. 7/9' CALK -IN ANCHORS. AS MANUFACTURED BN OCwALT INC (MIN. F.-t500 - / PA. -I) 81PAC OR rA C SOLE IE PLACED FOR VERY OPENING UIBELING t0 COMPLY WITH SECTION I Fog OF MC - 1/4•9 M 3/4' SOLID -set ANCFaWs. As a9rnreuRD BY ALL PGI+i SCREW, ear a s1>ECAIrc CD .9.7 FLORIDA eLILORx e6oE (MIN. I'C-1100 P•-U.) - 014-10 PAINIMArz FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED B1• ELCO CONSTRUCTION IINNIN TINS OPATNG SHALL ONLY BE oleo 70 DWAIN PERMITS IN THE STATE OF RARIBA PRODUCTS (YIN re.2071 IF A.t) AN I/.• 4 CF TM -CRP ANCHORS. AS MANUFA"FI? BY IRU FAST CORPORATION •DER A. Tk �'•4\C •,••- r 01) MINIMUM EMBEDMENT a IAPCON ANCHORS. nCO PAELMMTES AND CF rAP,-GW ANCHOR. INTO IHIL rLARIOA BUILDING CODE NI h V6bCi Nwrlcono ZOM BLOCK iXD STALL RE I 1/.'. : - 42o,. ,ll9ca WD, =t 20 GAGE GALVANIZED SCORN STEEL PANEL 11.2) CALK-N a SOLID-SrT 7/6' NO. 41167 ANCIIONS 3H'A1 BE EMBEDDED INTO IKE CONCRETE BLOCK INC NO INTO STUCCO SHALL BE PERMITTED ,/4' 4-20 SCREWS USED SHALL BE 1 1/2' TANG MIRAVM CC ..__ T/../R0E0 [RUST• AND T• MANUVLMA FOR WALLS wM NO STUCCO. •�� , STAT OF - _- -- IL ECOIlse. GLOBAL PROTECTION PRODUCTS. LLC. DAM /•'•. F,�D -�E�•,t,,. , .N D.FE ti ,3, .. OP••' / w,- w�•.1`A�" ... Dr m.".M,D-F N_(n ►- IT- F.W L .Kw-6w, 20- T 76 ss�.... ... -• - " r PIEwA: Ia a- a.>,r .. ,, ONq IN,..........,M E nil NALtn A nLR s.. It M 1>-w - - . -1.1 /IT L I ECO INc• TILLR TESTING & ENGINEERING COMPANY WALTExA. n,LiT, EL, PE. PRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Parole PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: WQWJRr0Si9AWPTaducts. LLC 48M S.W. 51 Street Davis, Florida 33314 tilteco(djjaoi.Com R.T.r T.kw X2 44L61 FL,_A. L1ae. V0.:,3% NV 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 190e) to the Global Protection Products, LLC, Rule Chapter No. 81G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions Drawing No. 20-175, tined '24 GAGE GALVANIZED STEEL STORM PANEL% sheets 1 thru 18 of 18 prepared by Tiiteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intevIJ+1liBtlnil�hls Evaluation Report. r\'�, ,\......�.,. �p'Iay, - . _ ;-- f7a"4-0167 "I�' „ * � * /" Up10* �. STATE OF ,. Er 11,c_ 6_3.55 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871.139J ND0kA(3WA-1531 COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - 15.196' (TOTAL WOM)- . _. _ __ .- y __- -..-.--ts I"- (TOTAL WIDTH)__. - _ - 12.S00' (DF'ECTNE MaTM)- ..._ -_.-- - - -- I _ 6 1/4• - -- - - r--_ _ -. __ .. 6.236' ... - -'---- - - I I, r-L3P- -- _ ..- r-1.370---,.aISO•-•• I ;1^300• r, �."A_yoo. ' i A - 1 3B0'--, \ DOWCALW AEA %NCI % J50•- "I _ _ - i OALNIVNEm SREL r _< .M,1• ABIAI A-a6a i y O r /i ), 1. ( 2-- ,*-.QKWNOFD >�¢L "E ER _Y 'T_ ri '! I - l.e5r II eMAX o cALv. QED...' /'i- 2'. r A-M I •i• T , H T'P. , _„LA,,,rO lYP (WAGE 50 U4IMIUY DETAIL AJ `� : D[iA< A.1 ii EDGE \ o-ec rev. �1 XODE •, L_ L$TAL A 1 Ass L I�TAIE A � I Me ___ -__.___... ______ _ f ,.300• I I, - - ----6.250 ......... ...-1.350' © STORM PANEL ® END STORY PANEL 2.te7 -- W jImo. --- -. ---} - 2.,erE p PA/Q 5. OED li t 1.270• ipp• ,RID' 1 145' _ „D•,. ,,•'I-70. ,/41-10. IW AL .,2- w/ NNEAAAED nw.. // t .too' R. 4 I 1, 125• ,3jy .V[1F0 7W BOU6 �'.'J5o.- 'q - / - .%5 1 M . i .l 10 MOLE B TO NIGIt!j,h0 11'p"A" dO.DB• IOO 12t/,' .7 ,/7.- " DIY- . y !" 1s75.OI3'9Y 7D00' LOW' - _ '1.500' TileA39- SDIr/`"b.250- �% ZITS' 003' JE 375' i .. OETAL1112AL,t32E.ETAL I u �A�,� ISOMETRIC VIEW DETAIL A I. _f rs--2AOD• -W,( s MR, _ T.50o r.SDo-ROUNDED CORNER 0 ENDS OF PANR•S 2000 END lM W1 HEMMED EDGE (N.t.S) . (1)Who HEADER O 'U" HEADER O MML © ANGLE WITH STUD ® ANGLE WITH REVERSE STUD I "I'm SEE mt. E--J 1/14 a 2114 03, a374*= a74' i 1 I.3M. TI PTOP V16B't + low Dab• - 751Y .-.- - - L_ 1. 3 1� f10• J �25,.:3/AY-,0. 3a4 3EIR9 j l a,IB NREITD /0 ' ; 1.4071Oe3' 675• alb' .sw .- +}�',a6s' _ 1 i • ( ANGLE / ,2 ,/r or i - JW' 1 063' : ,.313' a.D62• 4 /3W F--I 1.. IIaE 1'OR ( i 'ANY 9. , 015' 7yp' 6/q EKjry ►CMttMAO.A' ':I. I i _i • --R.1 ' 1 .. L_.. �..- - -.I H _.. 1 I - AM.00' �� N' ON• 7.000' (\S KEY HOLE WASHER 65•' - 2D00 -- -n) I -T - ,063• © "FIN TRACK ANGLE ® ,ilia" or TRAm o FLAT PLATED o. . (MA) 1� .�' -��,� WITH STUD oALYAXE� A A T ��+ .lilt Y. IS' ,DWG _. •� s- Q�' vCEN,�C .375•4 T 76Y s7s9 O(^fill �' 1. I - 3�5 --) ) a N0.44167 1. I _- _.3 .- -- T e2s 0 / II �*_ * * FtARIDA Bu1LDINC CODE 111 h Yetool Fhlrrlcone ZaraA-77-AA.MNaA4c_c Try1 .._ 1 0�js.: i97s•-1§A.., ICK LNIft ®OF ar PaOR N1MSTATE ;;�' .2m alm0. K 2G CAGE GALVAI/IZED STEEL STORM PANEL IRw a.. KEY EIOLE l0 c--2000'-...- © �_•• •.... -:.1 O":WI2•x7•xt�4" '';AT PANEL% / _ _ IL ET C O EN PROTECTION PRDotlt:Ts. I.I.C. ATBRAWALY. Um "we MA W/OUT N' A.vZr� 4.W sal.. e1I TO-176 ALUMINUM AN IONam.0 waL" W/ ABonaML MMW. A. DIN,. Aa I.I tA. r a wwl� rra M Na•r .Hoc: (W)IM->e•q FAX 01eFMM-e7E7 7 43/Jf WINNER t301ME35 ! ,�' OW).n-Hw.cA:ioii,19 .,-,w ,4, OWINi w - Shill ON WCAD. P,ATFD STM4 E WAA a wnME/we IMLM A TUN A,. Pt FN . , O r 1 PRODUCTNVALLATION RKNI TAJO. 22-672M 2 � 2 IMBEPORTS: Large missile Impact load tests were performed under SSTD 12-90 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Tesfing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. SCM-198 by QC Metallurgical, Inc., dated March 13. 2000, signed and sealed by Frank Grate, P.E. as per ASTM E-B and Tensile Test as per OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E, as per ASTM E-B. 2.3. STRUCTURAL ENGINEERING CALCULATIONS' On 24 Gage Galvanized Steel Storm Panel for maximum panel length va. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco. Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. 11111t, Jr., P.E. 3.MISSILE IMPACT R STAMCE Lange missile Impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11. 12 end 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of la, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been vertfled for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. - \CENS�-��; , -�-_�_. s 21S7 * .1*a A F / -O.. "`'.I."'..t►a4 'ti"S/ONAL ��. N111111nAAL PRnntreTgy.Lr UA7'fAN rr*ranvTN0. 20•:727 R2 7 S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20.173. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 15, f e and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 11, MATERIAL CHAA� CA TERIS71CS AND SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18. of Product Evaluation Document (P.E.D.), drawing No, 20-175, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175_ 7- LIMUMIONS AND CONDITIONS Of USE; 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 26-175 prepared by TIReeo. Inc, and aigned and sealed by Waiter A. TIIIR, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TRiR, Jr., P.E. (Florida License No. 44167), President of TlReco, Inc. (Florida CA-0006719). oLA t* A ANr�[l/ A8"v,. .a*.--' kCEN,T -,�P it, WAT,LL a g7��p�p Oa TILTECO ADMON RECORDS ) P. E. REPORT.20 %OLOIIAL P40f N PItODI I(, 4, L OE GALVAMZEO STEEL STORM PANEL\DRWG020-176%REPORT#2D•07274�,n'•,• DRi4 '�, 4'�aFs$/ ....4 E*�;,,,,,v /For,/i1HIt1110001 1/4. 2/4, 3/4, 4/4. 5/5, 7/5, iW/10, 2W/10. SW/10, 4W/10, B/5 5W/10, BW/11 a 7W/11 3' MAX_ _SCHEDULESHEETSON FOR MOOD SEE SECTIONS ON 9HLLTS to a 11 -�I' ON. e o o e DOM O+®+O r' T--*-r !- r ---r r -T T--> r - I r T Te I ' I I EO a t � 11f � � ,,,r T} I� �II:r+ 1 _ I i-} t f l i + 1 1 1 UNBOLTED �PI i , I 1� I I I" I 9 i IraTED Pwuc w/ 1/M-701, (SE SESE TIOF6 AS •I I 1 11.9. M.S. BOLT W/ 7�6 Y 3/37- ' ;+ AIM, LE) I I IWMA a FA OVERLAP i i. i I (SEE SECTIONS AS APPLICABLE) i ;.i i 1 1___.1 _i_ _ ,'1 l 1 11 1 11 �" 1 I I I I i _ ._- _. D.M„®,^^,i�+Q -- I. Iloolk o - I- io a -. -i 1.1 O+©•&®' &r - I,MMN 1/4. 2/4, 3/4, 4/4, 5/5, 7/5. 3-"M"X - 1W/10, 2W/10, 3W/10, 4W/10, `B'/5w 51AF/10. OW/11 At 7W/11 ANCHOR. FOR CONCRETE SE SCHEDULE ON SHUTS 6 IF I _ , _- . . FOR WOOD SEE SECTIONS ON SHUTS 10 a 11 ... REGULAR STORM P NA_ ELS n & 6� ELEVATION N.T.S. 2or 1/4• MW. CAP (ARE MERLIN, --I WHOLE WOLEY) L/4. \ AI MAX. CAPiiIL�H.,/, `� l:J �.. ' EN •. � •.T FLORIDA BUILDING CODE (High VelooN Nurricone Zone NO 44167 a It=. M. 20 CAGE GALVANIZED STEEL STORY PANEL DaF. Mi, {� :* N.Ts. - * .. PROTECTIONN.. L...1 mean DIME. R SM4 Ore: •., Dill ,.er ,r a. r ,.rM4.a. n nw roc LrN),II->►o, tNn pwjr•nn 20-12a -SS • • ,r TAWI .. . -F NN a-- !, DR." N: /0017 w FUIR EA A 1 4 r.E A N.w e w e 4e 0 .r- Cn _ O U � CL = O O O a Q ca-.0 t_ CL .� U CU U) = �c w � -.0_-0 cis O cu in c C 0 f] a L CD Cd O O CO LL p CU > . - '-a 2 CL r- F-� � -a . C � C/) ca. Q 4 Z Z W J ___ � _�, ! LLI d � O L; C m C) C, co ,.,,Iu- _ N LTG 1% . -1 rC-. v) Q d (: 3` 3 Q, DIN ,.,. r.J...t O7 i c o -.. c_ OJ = '.L L'1-- ra c J _ 3 La 11 w .r3 -_-. .. V OJ . I--a L2 ro , a N a_= c I_ !O o - U w INSTALLATION DETAILS FOR REGULAR PANELS(I & 6A END CLOSIM DETAi1S FIR INS M A'♦M IN POIW COMMM INSTALLATION DETAILS FOR REGULAR PANELs(l & dAJNTO STING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tX>�E RM OR VAXD INSTALLATION DETAILS FOR REGULAR PANELS( &EXI fµl1-.A a, ►ANV WALE •DIRE w. ;:• 14�- �.ayA,�A/.�1 VAUD EDR RMtM LIFE SAFETY MO E Z HAM SiDRM PANEL SYS'TU INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES eaFaaE ANcMM (_ PAEIANR AALn ail a TAP -al! °0 'M'T•S'0RE ,� 'Y QE - -- _J.-. faEt 3CAAWt ON �'jt /p ANCHORS; FOR cONtsErz SEE Ix11LDULC ON SHEET a CC, m,IM[1[ AALAIOIB 9H[ETf a nw41MH a) ,' -[D. fQ TES a ) `\ ,..0 CeNpIET[ REOVRD �59aEP12 WO , . • u RN i ; 9Q 90®A2 ON 7MET a a q i SK[is a TIMOWH a) l• ;/7' �'•(ik,v 1 I� �` rile _R_ \L' 1'�T 'i, gCpApm __- - L -- D ° rz a:.,p„ ... -....- �� rMNL �AR2 o ,� ,N,EY) SEE SECTIONS DA A , .. i. M., }B (SSS fCAHmySL ON ® LS• CONCRETE ��.eLOCN�'E .1WM E VIcK toNaETt nDCIWe. Y MWL . EXISTING POURED ::1 (a scHeAu 011� WEErs • UHRU{RM a tISTRNG rDARlt9 _ RHrm a nine, e� I/,T \ .N!?z_._. AI, ♦ r��EI� goNLwcrt oN - �D_1�T[ LE oN �t C_I'' . ,�• �1/`• o0MC1E` \ 1 y\....,\ Nf=-,; I/7•: -•�, W.- "I ••> a fC__ \ ,/2•, '•ei•_ �-fMiT a' aC�� =��, I ,. 1 FIG. \ 4�- j ,• '!f . .N�� t '1_-Vi^D' .:: » __ ` f_aO�IAE-._ - f>Q !O[W ! I 1 ',I �r _l_--.1 �i/ �7:wm. - - \ I\ ' 1 __-- __ 1/4 iY.a �' en 1VO4 �.` ~ ---_-. '.� I I i �+u.N.nn" A7Y,�, , 1 ® - __ E J 1 a 1 I I I 4 ,: i I -- I III • I I I I� - 7 iTlp.. 1 EO. � I 1 n„r11 --IdJ.1 I. C f Ds,INc Aelm EA. _c_- I 1 I is i --® I a i : 1 (D ,As I C'-,\• I ' � 7 , I I I I Ii�! � 1 I i i I DD9T.+D►aRED c°. aNA 6 Eb :, ®- 1 \ I i 1 j{grit rW. w.dA r 1 1 ` 3; 1 1 1.:I 1 i SDf ��(�\i�"L I i ,yN Fy'•i FONCRCT[ N[OV O:D \ '.1 \\ °.' 'I,. `y�` i O�ONC�-RETE 1 i Ii:T iwl � T F 17r R. �� II 1 0. \ i ED. ED '� 1 I , - I I AW D OOjlj i.: .. a_� 1 . �.., ,.:; , 'eMO r. �1 .•,,.;<� I gw.' 1 1 \t CONeRFTe BLOCK I 1 1 I-��Ni F I i !?, •. /T, __,N` .1 ..�.r_.._ _«- ,:. NMR \J \Y I sN nDau ( a ; ••\ I nAN DIO • is I EIeN Ills e a I i REOuIED. I 1 i5 ' '' - T r I T - I ! T ' 7 'MIOII WfET e O Fa p aAA _ .� 4 1 /1' 1r I ,f t 6.0 1 I 1 1 t•.ASE- f] lJ-QRi f K x ' i w ru• \ I .: , I 7/ByMlfl ��JFKII'!' : j-')+"- „...., i=3 ICU 1 T 1 i a a , CF q l LC STIRT e I �� I I ' -- Ir . __,.. I V� r >M W ., lIIWIAN 10 I -" a I r 'e 1 - -- 1 I , A" '�••.y, lW1lYRw. t. : „qr•q -1 1 NXWIAA..J I ,NOR ,IA ( 1 1p aAl 1 1 JF b.l M. YWt pQ 1,0 �q ..w� I ea.e w ' N _ I I 1 1 L.. __ ,._ -_. .i__.. srAtE a/ta-1 aYWIaM Ar�SL uN) ('- i 1 awe, 1 WaTe __. 1� a,Ur , 1 WALL , p UMea I a A n... ' ' '� 1 o F rO I _ I I FOaA T I. +. 1 E 1 1 • i -, O •r L,'^. _. _ _ ' 1 1 WAe L - 1 •• 1 ',KYBO,,, p .. i .. 1y. - 1M. SGIE s/te.I I O�iN Wrvvv 0 1 r N' N I I I �I: I I O I -'lapel° I I i e I 11 ( -) a°':"0--) i D•R1•1EJ R} 1 1 ^ 61.1s }y I 1 I I - L 1 1 I 1 , - ! aA°ww "', ; Atlo ION 0®" DFI I,,., 'R. ,• yy ,^I19 L�Lg511pp• (/.R�) 1 1 I 1 1 1 1 y. wnw.01A.. , SONSIMUL i 1: =iw .N. .e,.Y.PI`e. "b. „'/"'aMt'li'A'i:'A ' t ! ,,�5 sae W/ °' 7 1 i , e: •. 1 i : -r - - �. .N,y i..f� ! 0 I N I I I 1 I 1 I ' I � w. ' 'J• .W .M >~ ,S i,9a1St:, ;la .. I:, ' , .'R 2bI• , i , 1 I I 1 - 1 I 1 I qH INY I I 1 R 011.E 1 "AAR ({ 1 IT/B'R O/:' 17AY - a/aE• _ y�j 17h•F a/M' S' I I I I ii 1 1 I o.. I 1 NOR ,r aDMMIO. I O 1 1 4 k W 111YI0 MR a rM, 1 INNM MR B Ltll I _-1 F' IMO ,M a D.)1.. . I d: I 1 I C3I a�Na/aF ,•. ,%/ / I I I d �.j•�.;'.*,. :•�• 1- �w.r \ ':: ::�.`', , I I moos 1 1 1 ' ��7 Ylw.e H.,�.W. 1aUWAr IovNAP I IeeFM. J I , I I rya,• L• I _ E`JQQ� ) I I -- i10 MN •I i ,:; - WO i 1 i i i ////��\� .,N• wJ _ -- - m _ - _-1-"_ y _-_- %7..-'I , AM STUD ••L I � ... .:^ -v/;. 1 I ,I - 'U.1/ _ i L' I -S 0,01>a1,D a P O '; /r 6t i ; i a ,/.'tit is I 1 1_ I I IpnSNA POURCG. Eb. ,I I � 1 ,: � U) 1(4�i 11a,rr Iu ° •\• ' 17 1/r r CONICRETE BLocN ED. 1 nor. anA • ,i ':; r ; t _ ® 1 •', I v 1 r }♦ RONCRET :: F D 1 r W ��E7olrro poA,Kp_� (�tN� e... IA eT1At era I. W U REDIRED { y , I 7�/Mryanrt rp \ . \..' - , •..L.� I,1, , :. `r.\ ;:; 1 K[ONRED. Q 1 - E,. , y • I ( E t /7• ' COIIP[lFm a •. ; r w aaa -wp4,, f- gANE ,L aA(--1 Oi NATO -) I 3• Ya.. ._ D.Y..®a t® ore �AIE I. IM.(1) CONCRETE OR , IBD WI D 1 I Oa I r eIlB1E16 Pour_ 1 1 r ' 1 .I.li M •� CONCRETE CDNCIKt[ eLOCI nail sRA • . I r /•• , `- J� 1 I ,• .21 ' 1 T '} I OImTNG POURED Js/4•_ \. >; , '- uKL �MI� ` I OUSTINGCOWNICoK F'. / 1 i CASE C I�LANI acWF a /e.r f,:•, • \Y M"" "` • ' '(ii ' f • -. r OF. ANaIORs: MR WOO SEE SECTIONS ON 12 a. _ Y , _ °f _ 63o , e - RrGIRam - 1 �.. ,w A. YE ;! ' RANT =00 CONCRETE AMC1pM _ y.Bl y, 6N Oy„ (omosur aµ[ ail L--f.0. •" CONCRETE .Rc.m -O 'ALL 4' aC coecorR ANOOKs I Z+/ ,'�,IT E�N i 1 REWiKFOF a ,/7--�„o"'`„ •• "8P INS P-�Na ,�0� F �nER"r�' ` E�'^ ;� E REGULAR STORM PANELS nk tfli ELEVATN)N IStAg�.a tu,mAAEW/ STUDW V Sims a TNwaDH q \� r�I[I'a a MKOwH� a \ h 90,mIKE a- \ 0„�i aw I a / -- __. -_ _- i (�- T , 4 ' ww 'idi a r" ui' ;; / "..'a ""r �" IfOi/NE' s a ••" H S q -/ D u rte O son • 11IRd,r N \., ) ,Mars a nllaN/H e)PANDM0E-, IIsW SGM.E S/s2'-,- F WI �ND AN4aNTC � -/• DAM,-• \ ,.. ,'M• WONR4e - ,/7. OL 4-� I 1. 1_1. I/4' MAX. GAP �� Ar a XI n rAP tNr cawclETE ABCAD65 __ . . J \, :<:•`. \ - TAD Di"J. I�" Ji t IINeETs a rAvotDH 0 ••FF _ i.. 7.67 LEEr .,.....,•. a, r•a eDBD,AE 1N ;; r.,l " - 7 - I 1 7 50°•' 1 SSA �Ar}NAy �AM� ��•�NF� sy� � feaa1101E MAN[ eeM,Lpap stars e a o)io W/ _2O3 /3•2- WWG MA I 1 ' _ - --- --- - �-4 � aaa///B{{Oka I 4 P v (MM. COUP -1 YAW VA LEV) kot �•p .��rry+��1��N1SS �Io� �nu�m� '. I.-- / 7/a-�/ _ __ . VALE 3/e-,• SCAT .r 9Mlt 3 , WAS 3/4-1* 9rALE 3/MI �.+ � - - -- - __ SCIY.E 3�,. -.NMI( WOWS ArM)rNOD•--- A6.. R `-, '�/!w.0_..q/ ,W,IIp®� • 17 1/7 O.C. CONCRETE ANaMIe - I - _ _ __._- �_._./ IwIR`Wi4d. M i{!t'w CONCRETE ANCHORS 6lalmUlt °K 1/4, .: ... G ... Fncc ,w .m I, eR AMU __.1. �D . - . f� SCIEDMI OK 1.Y 0 I B LO.. EDGE DEFIANCE DrET/Ip7NG •NEW , WIu . IANE9 . 1/s' E.D. EDGE DISTANCE r al SHEET 1)) 1 >a RgpRE�T AI I jI (SEE SCHEDULE ON ._ THICK ALUM. TUN ar I• . - (SEE SCHEDULE ON - O ® CAS3E F fPL1NI SHUT q � cem OR�rz � w SECTION A -A UXL) ■ B�a� "'�WI N IYw.Owl I -0 I i SHEETS s e o) -.- c0/ PT W000 PLATE 31MCO1 r .'' SHEETS B t B) -- SWLC� 3%IMf'� '--- reIEO CO`�[ dl -.. _.. oLDdT K[OIARD 9C11F s/s7•.1•ICU t I B e NEW I• RIOT . VARIES , 1/6' / I 1-�Imtl4R L 1 1 / 1 O 110fE FOR COYBIN/Ll1ON OF' HsrTIDA1S: ALUM Tier ell 1' F VARIES 1 ' e NOTE FOR C�NATION OF SIEM F_A; i PI WOOD TRACK SPACER 0 L. i TOP k BOTTOM MOUNTINGS Gw BE w 1 - i I COMBINED IN ANY MAY To SLIT ANT CASE E (PLAN) _ Ci • °, ' (So SCHEDULE MLADKA 1 i 12 1 CAW It ;, yy FLNINN TOP a BOTTOM MOUNTINGS CAN BE „ I CAEy -- I ECTION I �"' I H SNt q piw COMBINED MANY WAY TO SUIT ANY J (SDI at,HOaa[ ON INSTNIJITION. SLUE 3/tht _`'AEC Tl(4 INSTALLATION --- �•-- alms a nwaAH n)7 /, j CP^t IlFiut 3/MI SCALE s/e. t' -l.Fe� �W' VCEN t E. _; i� i (> Caf e_:, ``SSEC ..A. TI((/� iR..III:...., 1 E r. \ \ �` 'TF '` FxlsINo ✓ uGEN•� DU9IIle POUREDCONCRETE I u' FLORIDA BUILDING CODE NI h Velocity Nu Zone _ I - WIN M MIND P N r 9'-, FLORIDA BUILDING CODE ►R h Vo)oe lAxrleene Zone �; S FLORIDA BUILDING CODE (Mob VN" Nunfcane Zone ' --miens wecn-- WNGE7C 011 0 3p .-. Ee-- *;'KI'°°tor nleoa• Nc. Ir. D„� ,e°a'" q 1 ,(a- MI". oonce[rt BLOCK � a'' a"' N" 44 •F `ip°° niwo' sr 2G GAGE GALVANIZED SIM STORM PANEL o� .am "Um. wc' 20 GAGE GALVANIZED SIM STORM PANEL I.., �K�Tr , * 20 GAGE GALVANIZED STEEL STORM PANEL w1e1 9P s w.. REQUIRED. 1,Mers ,San. : • NO 167 er NoiE rT2a C011BWATION Ulf SEGIpNS� NO 44167 IRIRN ft Z SwDam a.OUrlw�N -Q TA 'tt• �.-._.• /w3m )f� SECTNN/ X-X *; * �^; --j,..._T E rAeiEee E.D. dsiArlCE *: IN -cam a/N/N" ar 'rMOUNTINGkt', . CMELGLOBAL PROTECTION PRODUCTS. LLC. WE S TE OL . , r � - E C O rrl . !iy C .eeD S.W. N nKaT Z COUNG O •. �-. ,� : LOBAL PROTECTION PRODUCTS. LLC• eMc (SEE SCHEDULE ON toP a BOTTOM Mo1JNRNCS CAN BF � .q � D PROTECTION PRODUCTS' LLC- IMJE COMMIT DETAIL FOR SPACERS REQUIRE S GRID M00ON L IFIs�3 of A , ►.. `�� Nebo . .1 NI. ) X F Rio ,. ANY OAIAE, M 333t4 A w'O'• WK. P. wt. MISTALIAmDN. O'•. t" . / NAL E h7 L� 20-176 BOTTOM TRACKS ADJACENT TO 'STUCCO f 'Lr r M.. N ms NaIA: tN4J.WI->w. rAo (w)WIE I,n SHEET R COMBINED IN Ar7r WAY ro SLIT ANY r IL E O ENe. a RID .• Nr. r WFWr a N,. PYRE: LWI41r-7Na rAX (e,)w Nn 20-17B 2kt" M r a ,.,.MH R.Iaw w Rt+w PIHaC Le+).w-tai IAA (eN)WIFeeR °y m""" HS HH� TT/LirA IAUT A.. Pt� OH *I .J SDMt a/6-1 , :: "%aN'lT,. Ws A.. LHRR m-m, Ss+' +"".. ir,.,w M , dWwNa w: $ • ... • •. etlsD Aa Q-00UJI •A•AA HHP- M+r 411`p KF: / -qL FA-000.71e M rrHH. r AIR 1 NA I A TUJT,. 1 Y.A TURE/MR IIt70 A iN1/1 +,, rJ ,>.1 . r Won 4 o WI , lBONIAnwE/OAR WTOM ,OR A N Y. P2. - laEt s Uf A AN, Nt JBOIATUN/0''W a,lm R o M a- It SHEET NO. SH 1.0 , -_ , I .-_ I .. ,. II 1 1_''1a 1 1 I I [III I I I I I h am 0. • p. l WALL AND FLOOR MOUNTING INSTALLATION FOR '. �,"G' { me AE °11 SPLIT PANELS MD w' - w. 17m,oaR �� UK tDmW2 •a___ E ,/ ♦ 1MY ill, ` YIWO a .l! _ 1 / ` �. 1 ror,�,�,pi�`o-r I v+, .•t-r r.,� Iwea-n rwrl ' 1 )tAeA. .\ 2 e ® jAP, raP a a01,aY1 C 1,• (sra ,a a 6ono10 ... - -- _. _I _iffl �. max or ww1!: '• ' ma's 0O"'�10�"'AK. C'• �,' • 2 ( r APAucw e r 4r PWm11ma IN,D ;. apn, TM Yof/aa a. I ` ' �• ,-- _ _ •_ 1 FunONn �a .101p \ 1� "^'-. DR,• _ _ .. A _ _ \• _..ImN� [D. : ■ ` +ILr�ilom,m aAwr FL a sac a FED Oa1e0VV1a1RI�InK1011 1,�►�� 1 DETAIL AIL I j, • . 061a..�IEa NVIIN s a1K , /----; NN9r • 1� A6Y! Pr Ns sYp ;� • {- 0.L i _ t • _- a1PERaP a tr •ao • -. � _ 1, _ _ _ _ .. J 1/4• I 11Oa, r) a/, rr DOOP, _ a/ E1mm, j cYs i r OL Yl� mr/11�'0'asl 1• _ �� f-�"iw Enn ; i�al�aa 1 Ir• ar .ray uIW1�sW11t w'.m ' ,\ 2 1 IF -_� sAQ,ua / 4 m 2 (N,sP i e 0,0 ' , - fin' -'' IWJOK !IN • 1� Ma1m1R 1 F sE:Imi. i-Y v 0r� &'YlE 1/4'-1 DETA o.w SCALE 1/.'-t• mRaW10 SCAM 1 -1 <-Y"<'�,. ;; •^�,. ' L' ':("l� a"M.. m"ImRa14'4f,) aliloi .rpqomOp NW1 _1ON smrnuLr amr" "' Ym. ERAUON SPAR (R.) • REQUIRED AM. TUBE MULLION ^ a• 1 v nL R as .an . a O tZL-- GUE FA{Axa1c / C emaaA ,. • . a1Wm 6 • Af `•✓ -.-% R1HON ED . A M.� MnD SECTION i am SCALE 3/6-1- ADTE: MUM ALEO f 6IStAlfD W/O STORY Aa" aN TOP OR eCRTW 80 TIAT R D LOCATED N TOP OR BOTTOM OF OPENING, (ON6 RANE1 lOE/11/D w/ 111K TOP i BOTTOM) IRF1,6L i Rq .tit _ _ 1.•,. IM �.. 11/ ( . • ► A646 %�wmFar.r,NX �0� YYwwwi " aislwN.e , �/r- 2 12 PRIP 1 � III, 1 .. ~� � b •At Q WALL w�-6e-- 1 ` YLSTALLTIOX - ALTMUTM SW A6 T'1i,/�'ae MmY W WL (4pL•FT1NS- SWALLAT10N - ALTUbUT111E 2W BEALr. 1/4' - 1- Nam; 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.O. DESIGN t(ALDS UP TO 455.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO 8'-5'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECWIC DENSITY OF 0.55 OR EOUAL TOP B, BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY WNOWE mKS m CONCRETE ANDROS (SEE 6f.1c)lAA aN- (gI sUaD1KE a saw 14) Sam,.) ,• C _J POLWMD mFn1[rc J - ImM aND' cum WHOM .Soo• _.+•� � �-�' EM.MEa rsu. I - �. IFOR So a�s"9 Ig1 •wS/ 10" TO cur i�ifo NJTi i b Eva'; b mo • u t�'o.c , �I i�'o.c 1 1/r Yw 1 .M/M/LRAgIM[ v. VIA �O� j6I 1 .tia1� WCI�s (9!r fT. ,/R.)� > 0 17 1 OC. R1 u) `. Ip 1/xYshgalQC6. 1 I I I on ccuemm 1LOO wwE aRlMa �.S AFWWwN M RAN .ImAaawA. re- COL)NO t FLOOR XOLNRINO WL !FLOOR NOLINTLNO 6NSTILLATIda - LLTElNA__ AW RNTALLATIONS - LLTERNAna SW (SECTION AT TOP IS LIMBED TO +55.5-67.0 MAX, SCALL- 1/4• . 1' A.S.D. DES" PRESSURE RATING) WCAL• 1/4• - I- A-9 mN•,i,�a ' • a• I,IKI 4a.,m _ - �j•W1�AOyPA�a C r .IOCaAO, .Pl uNNR O01 &WALLAT■61 - SECTM YW W L 1/4- - 1• MR OONCRTE ma1ow SEE scam" am OHM I% qn ran HOOD se"m sm SfCr10N ON slRT is r 1/4, 2/4, 2A/4, 3/4 OF 4/4 �1, 2 t 1W/15 1, ?) # 1w/15 NKaLION m PA1alS1 KUAs 1/1. xno RDlwao I r I rLl /4. 2/4, 21,/A. 3/4 71 4/4 1. 24 iYw/)s yt t TW/15 I I ALTERNNTE LOGITIDN SAFETY AON LIFE SAFETY PANEL iAMAUKPANELSPANELS I,s. REMWA0 LM PANELS W/ OR ....-.. _:_ LOCAnoo,SUM Orr NotE 7KLCW) W/o 1EQLnAa TRAO"S (SEE NOtt t �� *M4WM ANCHOR �;•. - ;(" �/ Kam") ` WEE ENS 5101YD P«mEL"a'Di[MRDia AS (su feKmuA O" Wmw�L pQR }yaFORJJE6EETY STORMLotAn A PRI7VCE0 r REAR 1aNR $ 4aWn ,.) aa,alm I --/ /ff( (Ml E011oR1d11 TO rAnRTATE IR6TAUAliw r NrtNDED O-L' R ' • J 1•- TO K INIFIALLED OR REMOVED FIRM WIDE or STRUCIUME (EQ 7LIImLIA ON: O1Qt 1.) --fAELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN SCALE 3/37--t- - SECTION 1 SCJYE; 3/8' . r - SECTION 2 SCALE: ]/B' - I Jr.- moo,IMP ®®°" 1 ' 1 ' 1/4• M.,.�_ (IOta eN Ws N.rrn a1F1.« a 1EJL_I16IALlAIt09l.: MP I LIFE SA F LIV STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - -- OR AS AN RITERDR PANEL. (ANY PANEL LOCATION N BETWEEN ENO PANELS). 1 ONpD a1,p1OR PMRI.S. (µTERMO[ LWAIM LIFE SAM PANELS MAY OR MAY NOT BE INSTALLED ADOICEM TO REBU'.AR PAWLS !m NCR 11 IT DO (W/ OR W/O REGAIN TRACKS.) OU "OR 0 2. LIE SN'ETY StOR�t PANEL CONSISTS OF 0OJ9• IULVAMM STEEL S70RM PANEL AS SECTION B-13 PER COMPONENT (D. SHEET 2 OF DRAmTNG. SCALE 3/32--1• 1N15 PN1El N RSELF M BE ADAOVED OR INSTALLED FROM THE aOPJE CI STRUCTURE. J. LIFE SAFETY P RFAUIRES 70P TRACK TO BE COMPONENT (Dk BOTTOM TRACK ro 0, 0 lE C �(ITINj®MBAs PER 9NEET 2 OF THIS DIEAWINC. ,sM',A��fLP•,,:..Tz�;st', L'OMPOt ®ETWY BE «STALLED wN1 OR FLOOR MOUNTED FOLLOYANO SECTIONS I a �P�!: • EN2 ON 1H2 SSE As WELL As DEFAILs 1 a 2 a" 511EET ,.. rWRWA BUILDING CODE NI h 00019alty Nu cone Zone) 4. MNa. LENGTH FOR CONPCF` _t 5•_. M•.. ANCHOR SPACING iCR C.�w�r BOMPOaRNI ®ANCHORAGE AT BOTTOM IS GNOR ON �• W6a10 WRM wC F.- SHEET i 4r'• 20 GAGE GALVAM S11:EL SI M PANEL SCHEDULES k 2. LEFT IA. ORNIn M: coMvoFB7N1 �1MAr r pc1E1MfR+T OR REL/OVAKA. Ty q h ' A;L �� MMAL PROTECTION PRODUCTS, LLC. J. SET OETAAS FOR INSTALLATpI, INTO WOOD FRAME BUILDINGS ON SHEF( 15. ILL, Ay4. �(11d: �•u f I L G C O ARC. •Im sW st %AFWWE 6 SEE SHEET a FOR DEIAA APPLICABLE TO THE WCESS(TY FOR THE Wo"Aroft OF HA�`J"j` ON Al / a rr M w a.r HO"p "�' R Fat 20-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANOS. MAn INN ""AA ! a".. a - mA�'aHA-,w r••-T•/•• IM I.NaI114-•Fe7 OAFemO NI,PL 1c Tpo.-owlet FIa1TL1 l�I M1.)l • _ _ . _ _ aw ,l O r Eof [D� MAXIMUM A.S.D. DESIGN PRESSURE RATING (psi,,) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE nine roar sl,e wan a(#.rii cart lATarM AIR - 44T+raaw 1 ,MIT 1 p�ILAKRAW!A1�, �A_}.a� M1aRO LL`!1 WA NOM (�L ) aaa- 1 cr- TO MA66 pAIIpMmLm G9Md110N or 1101 .96a, -77-0 7'-s• M Los I t/4' IROOlrcO I Tl4N a a l .51LD. -72-0 17'-r To r-a• Wa. 2 ah- umemlw I Tom 0 a 7 .06.0, -710 ,W-r 10 11'-21 Ya s 1/Y • INY rm a -L& -MD 12'-a- oR IOs a t/r • AT.1,va! ON I a. I a ,o • a0.TO IV 1n0-ml- sS. " 4 wow m 0~ a MCLMN O RVKL MAXIMUM A.S.D. DESIGN PRESSURE RATING JR.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n i (ill INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLD'K STRUCTURES WD ONLY FOR PANELS na QN6TALATIONS b PER SOCIDNS I THM 7. ON !MEETS 4 a 51 LA•ANm ASO. DESION PRESSRAym LLPA f) N mumma mammas wwoom, I" EO. - a 1/r ^ wPUC am71016 // t ''"10E emnowift I aw1YA1 am EIMON i' (N.) TOCO" a 1,11-OFP CALK-M 1Wmma Foam" 0 momm MTE R.LO EDKFIG�WIt TO I.UI,Gm DCIIICftw NUICK 10 CONGER CONCRETE To ommn CONCRETE A ommlm OVA 1[ N/A N/A N/A 6' N/A °• A� I (TOP) IT N/A r rVA N/A N/A 6' N/A N/Ar N/A 2 (IOP) WA N/A N/A r N/A e' N/A r N/A E (so mo .S6S, -720 r N/A N/. N/A 6' N/A r "/A 6' "/A ] k 4 (TOP) Y-r OR LESS O1 1236 r IR/A N/A N/A 6• 0/4 {' WA a• N/A 7 (TOP) F' r N/A N/A r r r r r r ♦ i 7 feORalY1 N/A a/A 1i I/2' 0 1/.. 17 1/2• 4 1/.' 4 1/.• • t/•• B t/r 6 I/.• ! ow/marm) am W11EIs 10 a I I TOR ANCHM rot A SF*LM no PIFOLLA1101O SAM am FMW etO01Y WORM ANCHOR S WMM AND MINNIM E000 INSTANCE ARE INDICATED ON THIS 100m111. FOR EA :M THAN IOGTm OR wmu ROES MN)PM W-M M oRAVWL FC AAORO wOMR DN OCMpAE K THE FR10R.IG FACTss FOR IRK OPOMTKI TO K ROe NIE. EDUCED MM On"M LAIC FACTO! wou 1w so LEr Tlaw Y.IR.M VACM sawan FOR rA01 Now rm AT RMmpa LL1We, Ofq TTEEt,-w ARC" •NORM 0') MK d OK MOM BOAC! - � 1/a• LONG WAM Kamm w/ MAWS-IDAAWL ICm UP 1z Y ToOL FOR s. 4 I-AD IN L UP TOr-a• ANa. LM 61.-f0 ` F1 r+laAwt FORE p OR AWrIMATE ►Los • 0. C. 'RIN I I/r Wm. I MEADEO 1DN TO WADERFTW Au LD1011s u r-: 14 T ii 1 i 1 1 4/s' LONG 0 BuslmD 6@' ILL.YS • 6 Me D,c ANOM LIP To b'-0' AND a W LENWHIS UP TO r-r Yr PR AIM" FDIALE D on WS 0 17 1' 0. a WITH 1 IOOm N Darr" am PLATE m- y T�I�%�ILI�I'• INSTALLATION DETAILS FOR REGULAR PANELSC,Ii f1/� I '� '.I, I) INTO EXISTING WOOD STRUCTURES -+/� uRI6a.,r0w10w��p•0r�F1� 10'DIw1R1a .OaD K/OOIL iIma ECI L EQ Val i _ 1 1 V 1 1 ' aIm I.Am1 NIRLAIa 1 � 1Y000 If/.Ot �� ' F ALiil3YAi l�ti 1E_1 W�__,___ T I SCAE 3/e-1- .?? Sa KItED,At oN alaET e 1 1 - FOI To aVNM11W ro OAEL I 7A'YY/Sl' I a m�Rp• 1 I Cw all 1n' Esc. r 1 ( Ea}t E0 (i EQ - EO OM EO ` CDI 1/7 EQI _ -i.Ta6•= :�I aem n.aE als6o IAAR 1 ' , I 11dry % oG A � AL TERHATME 4W no 1T !14' Purc 1 •ANT VA d! 1a • LR6.sN Lr PLME .A1.TAAY SCALE J/9-1• NCTE ! SHUTTER nvcn NOT SCALE 3/6-1- SHOW MR CLARIFY KCITMI 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN AS.D DESIGN LOADS LIP TO +55.S. -72.0 PSF AND PANEL'S, LENGTH UP TO B'-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL Nam FOR NIINATION OF aW't'TIONS TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSIAUA71ON STUDS 0 EVERY (( OVERLAP 1t)T NO D2' (FNTs) ••i 6j1 SOEBDCuFtF al NEROPANEL END "Fou OE®aL OR A am FOR a.' FOR YW. s•-•-I OR DIRECT MOUNT 'gyp" mcwm SNAOMQ SPACING V-y W. DETAIL 1 WALL COUNTING INSTALLATION (REUCABLE TO SCHEDULE 1) WAL J/tr - ,• MAXIMUM A.S.D. DESIGN PRESSURE RATING (RAs.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 1) FOR INSTALLATIONS INTO CONCRETE A: CONCRETE BLOCK STRUCTURES a:rurllU r.�l�--(�.Wl _BMi FgU11T CONDITIOus 7'OP a EOITOY W/_.1.D._._-A 112, ' ALTERNATE SPUDS 0 EVERY OVIDW (12 1/2- o c) TO HOLD PANE Sn• raw (CAA I)) - - -- - - - - -- .. - - Y LM,. CAK q I-- - - o Y 1 1/4' SEE 'HORROR PANEL t7N0 PANEL OR 8 9CFIEDIILE aOtEDULE " a►Rrx PAD ! -J' um DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 2) - 3/1r - I' RATIN MAXIMUM &S.D. DESIGN PRESSURE G (ps.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "LIS SCHEDULE t&*PUCM LE. ON1.1r TO TAMM i i 7 NON'ATELI FDR LIE SAFETY S70RY PI18EL SYffiIE DN 29J UAL MAJDAIAN A.&A WPM Or lm-DIP WK-N aNaWR A FW 0 FN6)WiE RLD AP TO PLICANA DESIGN PRm{tAE bume, ro tOFRGO[ MDCN TO COMC•ITE Ca, 10 .00,R TO WMtlIlTI ",'TO s1.00N TO CONCRETE IaICREt[ TO cm •m 15, KY,WYW CO MPA14, of It" aNEI ,2ROTH l' (w) a• N/A N/A N/A 6' N/A r N/A r N/A I " 2 ('OP 35.0. -720 p• 7' 0• 9' 9• 9' 9' 9' 9' 9' 1 (BOTTOM) 5'-0' OR LESS r N/A N/A N/A 6' N/A r N/A 6' N/A 1 a 2 (TOP) +55.0 -72.0 0. 5• 9• e' 9' 7 1/2' B' 0' 9' 9' 1 (BOTTOM) 5'-0- TO Y-6' ss.0 -72.o 6• N/A N/A N/A 6• N/A E' N/A 6• N/A 1 a 2 (TOP) 1. 1. 10 e'-a' •' •• 9• a• 9• 6• 6• e• r a• + (BOTTOM SCHMA r . 2 :: " DOOR I 1,(X L AID ""Sam Y Rol TOP (OW a kv aTOP or A1Ra1) DoleI (mm 0 r rFm • Y TOP W A1KO APPLICABLE a COMMwFLT10 AIAfO1RIM PANC(L� LENCTIR 'L• (fl.) ♦49.2 -61-5 y 3• 4 1/2- 4 1/2' 2 (BOTTOM) r-S, OR LESS +52.6 -BB.O J• 1. a• 4• 2 (BOTTOM) r-e• OR LESS +65.0 -72.0 2 1/2' 2 1/2- 4• J 1/2' 2 (BOTTOM) r-6. OR LESS +55.0 -72A 2 1/2- 2 1/2- N/A N/A 2 (BOTTOM) Y-6' 11) -72.0 N/A N/A ]• r 2 (BOTTOM) i No, 44157 u ,AANA/11p OwfalY, Nunn � J Y4, FAIp oa • L,PrAm {OFIm.mN ,o oafs WIIa DDlmnma SO alai 16 FOR MOM I/PE 4 ,PAC.0 MR NLSENLAMM ROD WOOD FMK &ADM MINIMUM ANCHO WV"= NO WORM IDK OWARM AR 00000 ON THO 9U[DIAL FIN LO LED TNW PIKKM am SO"" NM= A/amR VA" wF &""K PI WAOM SUM amSL7aDWE N DE FOLUMP OF FKIOR6. FOR IRS OPOW ER IQ K PmKBLE AE9= WRONG MM" LOMO FKRPI OWL "Of f Left NNI We" OW 00 IOa'AIED EON EACH ANCHOR TYPE Ar ANOCR6 LDO U 1/4-. I/rIF 1 .4 1/1'• mlOq TAPE1/••. VMasN _ o tPa•OD Tom► - aN.-M I•. mpq same N 2 , , , 2 In AR.Meemo 0.) ! , a -s , " -4 w 00 e a , ,/a a ,n WSIR v Ls 00•••p WpleR l6J .. _ 2 vor T-- m 21 -m CDDE 69. In ., fir _. I•, W)M M ANO6961 WOCMO EDIT eo. - S t/r •• A.SD. DESIGN tAPCON -- TAP -OCR CUt-N PNRELWTEEW FNA Io Rmaim m PLUS ST KO A APPUCARUJ atL'T1ola / a YARRIA ►ANEL �� M1SU TO CONCRETE TO COIL? n MOCK To CONCPEIE TO OONCMR 1s-0GR TO COWWM To CONCRETE BLOCK TO CONCRETE TD cmcmm KOG, to CO"CIETE ID CONMM BLocP To claR2ET[ To ONeR7E BLOC ART ODIRYROM or ININ LDA71N i• (R.) r N/A N/A N/A 6' N/A 0• N/A r N/A N/A N/A 1 (TOP) a' 4• N/A N/A r 6' 0' B• a_ 6' N/A N/A I (BOTTOM) a' N/A N/A N/A 6• N/A 6• N/A e• N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5- N/A 5' N/A N/A N/A 2 (BOTTOM) e5.5. -72.0 6' N/A N/A N/A 6• N/A a• N/A 9• _ N/A N/A e/A J a 4 (TOP) Sr-5• TO 6'-Ir OR LESS 9• 4• N/A N/A r e' 8- 6' e• _ a' N/A N/A J (BOTTOM) 6- N/A N/A N/A 6• N/A 6• N/A a• N/A N/A N/A 7 (TOP) 9' 4- N/A N/A 6- 6' S. 6' 6' 6• N/A N/A ♦ a 7 (BOTTOM) N/A yH/A 12 1/2- 5 1/4- 12 1/2• a 1/4- 6 1/4- 6 1/a' 6 1/4• 6 1/4• N/A N/A 5 (TOP/BOTTOM) 60.0. -53.3 N/A N/A 12 1/2- 6 1/4- 12 1./2- 5 1/4' 9 1/4' 6 1/4' 6 1/4• 6 1/4- N/A N/A 6 (tOP/BOTTON) '-r TO I1'-2' 85.0. -72.0 N/A N/A 6 1/4• N/A 5 1/4- N/A 6 t/A' 6 1/4- 6 1/4• 6 1/4• N/A N/A 5 (TOP/BOTTOM) '-r TO W-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4• 6 1/4- 6 1/4- a. 9. 10 (TOP) 43A -4e0 6' 4' N/A N/A N/A N/A N/A N/A 0- 6' 6 1/4- 6 1/4- a (BOTTOM) OR LE 6' a' N/A N/A N/A N/A N/A N/A 6- 6' 0 1/4' 6 1/4' B (BOTTOM) 12'-4' DA LESS N/A N/A N/A N/A N/A N/A N/A N/A 9 1/4- 6 1/4' 1 6 1/4' 0 1/4' 1 10 (BOTTOM) $ aE(ifa 10. 11 NO I! FDA ANCHOS TYK A SPACM FOR OWALLAMO INTO WOOD PRAY[ eLl =M R41OAY NFCIOR SPAC.ROS AND WROMUM CODE D61ANCE AIR WOMATSD ON THIS WHICUAE. FOR E.D. LM OWI ACICATIED ON SCHEDULE REDUCe ANCHOR OYC.O wr KAWLTPp SPACM SH MR ON SCHEDULE M THE FOLLOWING FACIOIM. FOR TH6 OPWTON TO OF POISME. REDUCED SPICNIG OBIAIWO W PRG ACTOR OWE. NEST f LESS TAM/ MRFRAV sPACWO IIOICATM FOR EACH ANCHOR 1YPE At AMMM LLD" 1/4-0 1/4% 1/4•R or. v4•a 1/4•. AMW "K twaDFl a ,N•-0M _ Dww-W eYD-NET sw memmR eM01m 00 2 a a 2 2 1n a »IaM..,AIaW 4Pw.Y Pd 9 ] a 7 ) A 1n bAm 01611C NOW IF C T 0R ly y 1127 INSTALLATION DETAILS FOR REGULAR PANELS & INTO EXISTING WOOD STRUCTURES - 7i f1h10 "All6Wtt PLUS I4 14-10 PAIIEIWtt PUTS - �il 14-10 PIINFIAIATE aws ,( �i a T 4' o.c. Wrryro' x 1 / 0 // / �� %-- s t a• D.c w/ , / I I TIIIGDED PI'R(1WATON TO wooDPp[RUDER ro EKI6nID WOOD WADER '-' CIRBON6 W0o0 NEAOEII REOUIRE4 i 11 C1oSRNC W000 HUGER r 1, CAM am • ; I' (\ MW Tom • , - t I _ two am • a I/'- D.C. - I I/r a: 2' ► 1Ae oc WOW HEADER WOOD HEM" RED Kr soap AA a i 1 es {aaau, m Ima SCHEDULE oN pat a no SW, >arM1110N FOR As... stromaw ' FDA ID sA1r Y1 I) TO Ot/ft Al ro 4RAr • LraT OVERLAP _ .... Mw. T Ron LEN6TN /t.ACN eADaAv w.. PANEL LENGTH - j� R.m PANEL LEIRcn, (SFE N .•I-2f1' SA, (SET NODE t 1 .l-Nm,• t1.F OTE tH1-im<l• Va. (SEE NDR 1) I_. rs -_.A. _ 1 We OF v OF 1• MARK Q Mo Q)CURT V!1 2an war • - ill' M / Mac. RUTS N ,I lWM END • (�. �' • ,a 1/Y 0L EO 11 1 3' 9 E0. ; _ a Vr Dt � ; i--, I� _... ,h 10 FYAIEIINTE RUS • l I i - 2,4 wom } j. 4 I I, I 1/4'0 I/O SCREWS qq1 �,�/ i r QC, W/, 1/2' REQUIRED wooD oLAT'E ! ,i eW10'iN jB111W7ia 2'N' IIDOO_.P,.att f� I1f ... _._C �/ISIAA0/6RE0 we, -' I 10 REOUREO REQUIRED f II REQUIRED l I, 1 WO SCREWS { 1 I A10Wp1/R a PLATE ,+ ♦AES.� _--^' �__ I - A7 WwpTM OF RAM[ 'NUN I sM aD IE 3/MI SCALE 3/6-1• STALE 3/8-1• B91m, 1. INSTAUATIDNS FOR ALTERNATIVES BW. BW A IOW ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +43A -48.0 p.s.1. AND PANELS LENGTH UP TD 12•-4• 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPEMC DENSITY OF D.55 OR EOUAL. NOTE Fl7R GnNFIWATION OF grcrK*d: TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA INSTALLATION ,/.,. UO =Kn • r aD../ DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1 RRn. ,H PER[TM1pN Io' W= IRmp IrA1xR I 2 I EO oR /11 cod _ _ ET W 1 I � A 10W IFIVID • 17 1/2• Oc ��•F ALTERNATIVE 1 ALTERNATIVE 2 a•4.1' WNS01l ro•"+i 1 o c I I I I r ED ro I LL LM CO _ I I Ro00 OAR REQUIRED = r 8 Ce.A ALTERNATIVE 3 ALTERNATIVE 4 // IfR•ATHmomm meamraaR OR / , 'n• R/49.0..1/r LORD a IL OP C w/ /"''• {I WOOD ERAME CONDITIONS R ANCHOR LOCATIONS 1/45r-m IWEL7MR rnWc DaD aR AaN NMR PLUS 0 r 01C w 1 ,/2' 4%. ALTERNATIVE scorn s/r - I• TIRRUDEO P011TRADION TO WOOD PLATE NOR >R111G "MM NOT sHum FOR CLAY!' Alma 1, W OL1A IOW AR ONLY VALID FOR VU DagS WITH 069-0. OESON to" UP To F+98,11. -72.0 W AID PAIQL13 EFIM LP To e'-r. 1 a{a NNEW WWOW% FIAW IcCOMFINUCTICIft oWO OM E TO K SO SOUTHERN Cl) N U 0 Q- O O ca W -0 V v 'L C C: 0 O CU LL O .� -a CIO 2C-E C- -0 � .0 .m C Q O C%j -11 ::7 0 . 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CORRESPONDING��IMUMPANEL�NGTH "Lie SCHEDULE SCHEDULE 3 'uCEMSE l�9 No. 44161 FLORIDA BUILDING CODE Nth Volotifty Nurrlcone Zone O1 •. FCOR10�"010 /LIRA "` 20 OAOE G1lVANlffp STEEL STORM PANEL •• 011.wl eY GLOBAL PROTECTION PRODUCTS, LLC. •'/"/L°'0 IL ECOere. .Set Aw, et DNAF, PL. 33I. n:'.: t1i LN"_,.a . r. , t•'�Am-,Isi a nor= ER w&-7s Kim, •(tegm4"T 20-176 rL fni/rr wllw/p1TE C.-Owilt w ww OwNWp 1.' IIILIq A A.. PL omit was MAXIMUM A.S.D. LACK. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L RATING (p.e.l.) (SEE SECTIONS) TO CLASS CONOfpON +55.0, -72.0 B'-B` 2 3/4• UNBOLTED ' � 1'l� INSTALLATION DETAILS FOR OPTiQN #2 FOR LIFE SAFETY STORM PANEL SYSTEM ,j •'I INTO EXISTING WOOD STRUCTURES �'t rDGD /1FA0CR `REta1REo i' „w,ola " t�q7 u'twRED HIDER E-AeO00wxlm I� I ER l�HEADER d1 Y TAPCON • e' at. nuleA0a0 �� .. - 1 aY h• IwLriW1GRD i� ''�dC ropcomD.C.EO w+.r rT"f.1p !/' •, ;� f .'. 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INSTALlATI0M4 ARE OrAT V,Ma FOR eUSDWOs WITH AS.D, DLSAON LOADS UP m +85.5. -7a.0 rsF AHO PANEL'S LENGTH W TO e'•r. 4. FOR /TENT e100D iRAYE C01/51RI1CTIOM: r000 Ii11BFA$ m R 80t1t11ER,I PINE Im. ]. W/ SPLCMC DENSITY OF O.bs OR COWL S� SCHEDULE NO. xim ePAMl10M I m •A9f �MBf ' ppyjt„O I I I OlABs I n PANEL Lf11o7M NOR I/{'► -]Dal'._ �IIN� y I (SIT T RLOw) _ r I f � l I 1 Yaa' *DEC rl,Ai[''•.7/e•4 Ii . ]/a• wlMc Nur MOUSIER NASTIER . (BEYOND) /la-10 PN/LlMA7E ••1/a•o.c.wl7e j! tNN. TMRFM►.0 110N AT AROe1DtH OF PUTS WALL YOUNTiN Murriaorn 10 3.4 is PANELS $HALL BE CONNECTED TO Tw WALL PANEL E 24 (ta MOTE 7 e6OA1 ,' 24 4' 24 4 y "1 r/b ®• ,mE 1 e1ew10 2'/24 1. 24 a /IhI• sas 1-/ / IOII I7011C>Krt AMtx10R. sea Y 4e., / eelxRc,E ANG110M f� NOrt enoYl r Or I,ill'If. w�sa 1 IW pp w Kfl r �� • �, (SEE SO/mLa[ a 8T4T xe) ' T• Yn. P�,aI• i.Ye iii Door �ETYPICAL ELEMMON FOR F-7 HANG STORM PAMM�Mff iw ►AIQJ •... iFmwai rwwil (�PcilRo� wlit) pKloe'ai wwEL! r r T i- - r ( se ti •L• - m1''T - , a--. 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Mkt ir`"�n vwau)rw 9LE >zn,o,s DM shear r ESQ i"w a /�q,®r/ p, w/.+/�.O �S• +•' •LAST PN4 ro elE KauLLEo AT EaeM M1D11 \d '�4/ • y�T PANG TOE WnMLm AT Dlpl oPDwO �ALrtrs K wgl'rDtD w OPO7N0 »�ALwAYB B[ PRO.IOEO ALV, IMN01E m iACl1FA7[ fISrNIA7M� �RFM m IAOLRAR 1T¢TAWT,� F IMOam m K NATALLm FROM �� Rum FIgY ww SCALE 4w E-Z HANG STORV PANEL wBOE a sR1IcnA,E. eo11A . ,- . t r1/1' Mr. W ��f/•• Yn. 0✓ IH' Ma SAP ...� __ 1/4• ,Ya GAP-�I ' �®yMyD®•® I �j� A -A -A a��T ]TION BN B-B �'rtol1Oo""wm'Os`A1°> tIONY a/Y7• . 1' eoaE S/a' . ,' (,), OFN1171aN O! isiNR 7000; C - 3 HANG Sf01LM PANEL SYSTEM Cb1I5141If/C OF PANEL LGI6i: ��pllt TRACKS At TOP Al PANELYATE PLUG OR 15' LONG (t). DEFINITION S_rw _iaDD;. E - 2 INAx' STORM PANEL SYSTEM I'ANS75nNC OF PANEL 1fJ^' BOTTOM W/ PANELaNTCS Conl. TRACI19 Top a BOTTOM. (2). END PANELS STYLI ALWAYS ■ CONNECTED TO SILL rnLl BY MEANS Of (Z) PAfQAB 571AL1 ALWAYS DE CONNECTED TO BOTTOM TRICK OTHERWISE A STOP BAR PANFL,YAT[S 011, F lls[D YLONG TRACK AT BOr7/OyM. END PANELS �SHALI BC PRWaEp AT TOP OF SI1fJI PANELS. SHALL BE CONNECTED 7O W/ 1/4'R-ZOMa/4 •S• ! /LL�(EkCCPI AS r1e1G NUT 011 t//aY-20AJ MM. fHURIBSCR[rY M(ID TAPPCD (� (J)IF CMO PANELS ARE ODNNECIFD T ROTTOY 1RICK, CONN[CTK/N SIY1l1 CONSIST OF D[SCRIIIW ON IIOIC (J) OF!}. , r.-2o,�/A- M.S. w 7 e rPa a2 MmG wR oR 1/.•e.J A• Ym, rHLA1B9cNa Siva TMaED BorTO1L tide LouT,oN OF FASTENERS ANr ER/AT EmmF OF Two (a) FOR CASES WHEN Elm vANELs ARE USE ,gINRv w/ IB• LONG �j AT ExTERA)R MT FLANGES OF END PANEL. BUT END PANELS ARE NOT CO111/ECTEO TO BOTTOM TRACM�, STOP 6M �"SWiLL BE PpONOEp AT TOP OF SUCH MNE15. (a) W CASE T1N1 END PANELS ARE NOT CONNECTED M BOTTOM ,gAOI O.e. A STOP MR (+). FOR INS7A,UTIONS rA1D4 FND PANELS AND SOME eRERgR PANELS ARE DeKCRv ONLY USED, SPECS AtleDICATCO AT LEAST Im7E (!) ABM. W SUCH titSE, CONNECMN�D"PNLIS M MAY MOUNTED U2ED JOINfIY W// TRACK BQLJM AT OF PANIEUMTM ONE SBOFTOM A BOTTOM MTRACK 70 WALL TO BOTTOM TMCK MAY OCCUR AT ANY PANEL LOCATION w// TWO PANCUWi[S ft)LtDNAN6 SPAGrNG sNOFM ON ELEVATION Ala w/ ] 1/Z• (S) SEE SECTION t', !' ! a' ON SHEET 24. SEE ANCHOR SCHEDULE DTI SHEET 25. Z. EDGE OISMNCE, FOR M6 CA6E RFfptlpt PANEL USED JOBRLv WJ K 06t5 W,HIIHINx/WyI Mar NEED to BE YArIttTlD ,O Br Mr 11F11RS TRACK (�2)OSI�NRLL INSTALLED �,`EP p• T(T11�DR1 TH"oL2uM�S AtNBY �. LEFT • wolrt soE of PANES) HAVE 3.: 'saCEN,�' •:� y FLDRIOA BULLRING CODE (iReh YelooHr NurFleone comcwm Olt 00 IL ECO # OIL INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING. POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �a TArCON AIK711pRS 1�a• TAPCON AMC/IORf e• D.C. a e• O.0 I , �L•aLeelJx.K � �oorleCRC1E91DeJi' ' REQUIRED 1 MOUWED 1 �� EIUSII� ; Exlsllrg„ i i Ij �gyj 1 yg ewAAr "1 1 +' t.-l0•. PANEL It PLus w/ .....' ..'�/e e . 3/]2' wwo NUT WASHER • e 1/4• O.C, EOVRED CONCRETE ON COMMIT ROOM REQUIWALL ,NLEILi.JNS?SLLAM REGu�� SCALE ]/e•-, 01) Ea ow IS m roR NMJ"Ri wFE A. NOOI 1Rt �/c9 NPOfT 1/ai lMtKIG /a WSTMiAil016 eR0 MOOD YA Ras trrnr ] a F,MIi IIIAtiOeR. ISIRYIIY AKY1011 1PMOIA I10 At1YNN mat owYAlrt ARE 11aIrAJSD w iHW •ewl,wwAa bn.w P,1 _ A J xwmua TOR L0. Mis THAN NeTCLT[9 aN SOwOIRa RmuCt ANCHOR /N"LeO w MIA/r1Y1110 AILNO LIOY1 ON SL'II(DIIL[ N. w el.r er Ilti) a a Ih A9ele. as NORR N M IOIlORe10 I/Cmis. F011 TIPS alroweM m r ro491at IIfO110ED � rMew oeTAsen uwo nlemll slMu NOT r lass rIMN IIeMNM 1MAOew 41dGiTD /GS EACH AND•711 It7E oM was '1de01AY a 1/r. -- r - - - _ -_. /1.-,Oi PANpyATE PLUS w/ -" R'• A 3/32- w.o mrt wsl+ol (BEYOND) CDItCpETE - Ce11EJIkTC 61.OFJ1 REOUN[D .1yALLIIALLAII4H susE a/r.,' REVIEW ENGINEER WTO ARCHERS, 4 GEI'ERAI NDIES V1lla E-2 ►IAN6 Stall PANEa. 51tSTE21 1 E-2 /WIG S/0RY PANEL SFIDYIN ON THIS PteDO11Cf EYALWTON DOCUMENT (P,E_D.) IIA9 BEEN Y[R1FRD FOR COMPLIANCE W B.1) MINRAUY E1lBE0MENT OF TAPCON ANCHORS AND PAF/ELMATE i'flIALE m k rANEIMATE PLUS MFiO CONCRETE ACCORDANCE Mill 111E 2020 (7lA [ORaN) OF THE FLORIDA BUILDING CODE, BLOCK SHALL BE t 1/4- DESIGN MIND LOADS SHALL BE DETERMINED AS PER 9EL`T1DN f62O OF THE ABOVE MENTIONED LADE, 8.1) 11e11A111M LYBEDMEIVI OF 1/4'e N 7/e' CAUL-W ANCHORS 911KL 8[ IS 7/e' WIG CONCR[R. FOR A WIND S►UD AS RCOUMED m THE JURBOKTION WHERE THESE SIAR7[RS WILL BC INSTALLED AND NO EMBEDMENT MID ANY FINISH MATERIAL 41M1.L BE IERAMT7E0, FORA F -7 OOIECTmNAL1fY ACTOR K0.0 ASCE 7 e AND SHALT NOT EXCEED MAXIMUM A.S.O. .es use+c 1� ) t/a• 4-90 ss s,DEwN.N Both usr0 swML BE La+c cNouo�slauED Mr n� wrap Lxrsq ro DLSmN PRESSURE RA1NgS ,NDICATED ON SHEETS 28 t 26. ENGA(X J/4• INTO ANCHORS, W ORDER /0 VERIFY THE ABM CONDITION, ULTIMATE DESIGN WWb LOADS DETERMINED PER ASIDE 7-1e SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY IIYLTIPLYMC THEM B/' O.b IN ORDER TO A31 W fAL9C THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING; WALL. TV COMPARE 1NESE r/ MAX. (A.S.D) DESIGN PRESSURE tNR11a5 INDICATED ON SHEETS YB t 28. ANGIOITS SMALL, w LDNG D/011f:/1 TO REACH THE YAW STRUCTURE BEHOLD SUCH PANELS. ANCHORAGE 9,N11 BE AS 1AEIFIIO/LD W 9.7) AND N 6.2). W ORDER TO VERIFY TINS CdN01JEMT8 AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A J.M INCREASE IN ALIAMNeIE STRESS FOR Y/IND LOADS wIS 1� USED W Tlllq AWALYSIS. FASTENERS SPACING TO W000 HAS BCEN DETERMINED W ACCORDANCE 1YIT/1 N.D.S. 2015. _ a) ANCHORS IF151A11ED laLowlNc ALL a ME a[coAwENOAraNs AND sPEpF,CILrIDN4 a 111[ ANCI,OR'S STORM PANEL'S ADEOIIACY FOR IMPACT AND FATIGUE RESISTANCE INS BEEN VERFIED W ACCORDANCE WITH SECTION lele OF LINIUFACTiIad.■ THE ABOVE METRmNCD CODE A5 PER KNESTRATIUI TESTING IABOWITORY, INC. NE1N)Ri / 10J2, AS PROTOODIS TAS-301, it R SHALL BE THE RE5PONS1BR,11V OF 111E CONTRACTOR TO VERIFY THE 50111aNf55 a THE STRUCTURE ,eNERE SIATT7ER TAS-202 AND TAS-703. 19 TO R ATTACHED 10 O/Sl1RE PROPER ANCNORAOE. 1M5 SHUTTER 3tW1 ONLY BE ATTACHED TO COIN.YiTE, wDYJe 2 THIS SYSTEM HAS BEEN DESIGNED TO � eISTALLEO ON 1,K OUTSIDE OF THE OPE7ANG ACCE3514G THE OPENING IRON THE OR W000 FRAME BIRLa111CS. INSIDE W/O THE USE OF A LADDER OR UR, THIS APPLICATION K VALID WHEN WSfNUTN1N IS D(IENOED TO BC PERFORMED 13. THE PhTAi,UTgN CONTRACTOR R TO SfX/(JIULN ALL SNUI'IYR COMPONENT EDDCS MNICN REMAIN M CONIINUOU4 FROM 111E INSIDE � STRUL`RNL& WITH THE BUILDING 10 PREVENT 1FIND/RAW Il1TR11410N CAULK AND SEAL SHUTTER TRACKS ILL AA01111D FULL 3. SERIES 1000 INSTALLATION 6 APPl1CAwE TO SMOTE AND DOUBLE VNIIIG STYLE WINDOWS WHEN INSTALLATION IS. REQUIRED /0 BE LL�NG111. PERFORMED FROM THC MISIOE OF STRUCTURE. tJ STORM PANEL INSTALLATION S/NLi. COYPU WITH SPECS INDICATED W THIS ORAIBRIG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY 711E YUIwS01Cf10N WFtE1d PERMIT IS APPLIED T0. .. 4ER1C5 2000 WSTALUIafI 6 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HOa1ZON,AI SLIDERS STYLE WINDOWS 17NEII INSTALLATION i4 REQUIRED TO BE PERFORMED FROM THE INSIDE OF 57RL1LTURE. la ATRIUM Mr1001e3 AND DOOMS, INC. [ - I HANG STORM PANEL SYSTEM- IS M1BR POGROM. e. ALL ALUMINUM EXTRUSIONS TO iK 8083-TB ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (n) iw5 PRODUCT [VALLNTION DOCUMENT (P.E.O.) PREPARED 8Y THIS flgWEEA 6 GENERIC AND DOES NOT PROVIDE ,1KORINiION FOR A SITE SPECF,C PROAEC7; I.e. WHERE THE SITE CONDITIONS pE:1ATE FROM tNE P.E.D. S.ALL ALIAMeAN SHEET METAL USED AT cLosuREs SHALL HAVE J,OS-Hla Al1Dr. (k) CONTRACTOR TO ■ RESPONSIBLE FOR THE 5[LECIION, AIRG,ASE AND INSTALLATION WCLUDINO LAF SAFETY OF 1, ALL AEdi SHEET METAL PANELS SWLLI HAVE STRUCTURAL O(NtI7Y STEEL. A5,1A A-eSJ GRADE 90 Min., OKVANIZED SI'E2 THIS PRODUCT BASED ON TIeB PE.O. FRONDED IK,/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGMATK%I W/fy- SB.3 kal (Af7ER ROLIED). T/N5 oonlMENt CDNSfRUCT1oN sAFrn AT strt Is THE CpVTRALTOR'S RESPONSIBBIIY. 6 ALL SCREWS TO BC STAINLESS STEEL ]Oa 011 JIB A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL STEEL AS PER DIN (e) tllt5 PRODUCT LYALAlA710N DOCUMENT WILL M CONSIDERED INVALID P 4001F1E0, SOOTS W/ SO WI YIELD STRENGTH AND tro bf TENSILE STREIW7M • S,IALL COMPLY w/ RDINOA BUILDING COOS SECTION 2411.3,3.4. L (d) SITE SPECIFIC f•AOJECIS SHALL B[ PREPARED BA' A FLORIDA RLGtSTERED ENGRIEER 011 INCHITECi WHICH WILUSE 9. DOLTS TO BE A$fY A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH ]d kfl IAN/INIIM MELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND 1FT10 NAY. % RESPONSIBLE FOR ME PROPER THE P.F 10. ANCHOR$ 10 WALL SMALL BE AS FOLLOWS: SLIM1RF TO TWSDUTTEq THE lI1C 9PEGRM bRAMr+DB FOR IxMar,e AKNleli k1w SNYT ",� aaFM,r � d IlmoOpti I Qr 1 ; y AIR, •.wl�pl 1 a 1 1, � ' •ML• � I x�/ `fib 1( ��/• � � 4�MR1 C,I ; �„/ /• !1 ME BORDI. 7 1 m IIINti OM PQL x t Iwl IN,, mNR ewn cYoaAP � � � O,Rp„ q i m tMAei. 1 �,/1Y/�apy7/ • IIa I t I 1 kr.rk.I 5 cw• I / I ( MtY"OartOEwl .' 11YAll AND DIRECT YOI1NiTN0 INST. .rn st IJSL 01 PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK aware d°G a1aRi�Nff10M 4 4.a PI May) raA� Ili ww�Ilmaa �Q�-o_ ` IQ rlaa"iO° ad saT ��611x•EIYR� r_ I•cR I I �Pla n p°LYaIA'�•wc AIM" WORL4 0 qu 0 go tICAL•i' E�,�iS-• FLOOR TO CEWNG MOUNTING INSi. BUND-DUTT•^ 1PSTJIIGG1,ONa ROLwIIOIPysLFCII 4 l creme . t w m BOOM ,0 7�iH rw (m a Eft tuem wI Ifoo a sme y� feOaulrll mt rr A,R1 a. �T; •'vl I-•-1•- O ,O• . ,IO•TDK YO4IR.IM ONI SE Cele14R0 N Nrr fwT m SUT AM ® fygMLATAN %w,1`s;T.1 Lp.-tx1fo+0llu-1 BGIL,/s•,•1�.t*�,�IS q MY•11/'Y1a• {r1Q Vaf' MOR I RtWj NurAoane AQ CU -IS 5 n�n`I ^W i � c O 0 2 O � O u PFA FFA r Cn r O =o W Q �I SIB O Q U � o V '��/� LLJ Q Z z Q J SHEET N0. S H 1.2 i 11 I 1 IT _ _._ I I Lf _ 1 I ' mil_ I 1 L MAXIMUM pMPP) INR `WWRM MOTOR PANEL A; 10 ;-W, O W +66.0. -733 70, OR Uums 3 •/tr BON• 1. 3'. % 7W ! ],1ED ow 10 .".O. -73.3 70' OR Lib 2 7/4• BOLTED • 4' At.1 µmulix I/a a-]V. 4 r f 1FINOM71 AT �M .�F Or PN4 �PANEL 1 ., 1 . Y: ..lr. II i•A I,�1� IA .1 \ .•, \,,: •71 -,71 11./.M11.,>-,. \.. i•. .1�,.. •1,. 1.. 44 A6'�D. OES10N MA MMY ANCHORS 9PArM MR U 0.. 3 1/2• r APPLICABLE TO a ANY o< nnW Welw PN41 Umm -I. (w) PRESSURE RATING W=m "IC-14 nIN6WR rO1ME ITPAIOAIATE PLUS 10CAMomm ro CONCRETE, To CONCRETE CONOETE To CCNCRM/0 mmx ro CaMIpM7[ soacm 12• N/A 12' N/A 12' N/A 12' N/A V ! 2- (TOP) 66.0. -75.3 It' Y 0 IV 1. B" 4• 1. A• 1 BOTTOM) 70. ON tM 12' 3• 12' S' B• 6• e' r 1 BD7TOM N/A N/A N/A N/A N/A N/A 12 1/2- W 2' (BOTTOM) 7' N/A 6 1/2- N/A I 4 1/2' N/A 4 1/2• N/A 3' (TOP) 12• N/A 12• N/A 9 1/2' N/A 9 1/2' N/A 3' (BOTTOM) 12• N/A 12' N/A tY N/A 12• N/A 17• B' 12' 9 ,/2' 12• IT' I 12' 11, 4' (BOTTOM) W UYfED TO eL0 Pa.F. ASD, DESIGN PRESSURE PAY" ASR OQt M FOR ANCHORS TYPE k SPACING rOR WUAUAMN PrIO Rapp fftm foam MMIW ANCHOR 3PAL711M NO WOMtM EDGE OWN= AM NOCWM ON f" ICH MU. FOR G0. ILLS HAW RO CAYED ON SCMC RAt Rm1AY ANCHOR 9PACW. IV WATIPLY" SPACING SHOW Ow 9OIFDAE 9Y M FOAAW" rALTDRS FOR THIS OPDMTON TO K REgI[m SMCNG H1efARlm UM FACTOR NO M LESS TWA IRIWWN SPACING RIOrA= MR EACH ANCHOR TYPE 0 ANCHORS Low& N� T16E 1/4'. 1/4-e t 1/41 _Ile. LMCp, IXOt11 1,.. Memo vl o PL) a 3 3 0, P. eeIS•sYAWe LW,.HeN Oki 3 3 J alo "') ONfN. BMA PN 3 , 1/3 3 1/3 I1 Ir m _ - _ ----, f _ -_-- _- - 3• Im - lA0 I .w l I MAN „XI 1 + REWM M., DISTANCE BLIV M BOTTOM OF PANEL I AND ® TO BE � 7/2• J1/2• Mr. 1 ++ RCDUNES WL DISTANCE BETWEEN BOTTOM O ►ANTE 1 AMC 0 m BE_3/le• I 3/Ir M4A, BUILDING COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 . _.15.123• l7OAL WORN).. _._ .- __ _--- - -_- L--- "- ------ ..2.ler-- -r - 12,3W (EFTECT.E WET")- - - -. -- -%' -..1or I _ II_4'9-ZWje ---___. ____. __.. - _. - _ _. --- IS NOTED ',L. .- -- a 1/4• (1YP.)-- - ( T.7eo 12s sF1• ' 314.- TO ANTI • a 1/4' loo / I_ --1360 - _ l sso ._ r 1.a3o 11,E 2So )a0 1a r . -1 ro. atMM �E[' 11: nRup) L,,__� ( �' H , I .200•. 7 j _I h 33i6• .Dee' A am4' M nOL �g �I1HE11M1[p BAW.I A SSMU )1 ��^•�1.1-67t• �e7.�yIIFy',r000000000 y IFEGaE A97Y Aeea tYP. 1 .M,2. '; .OBI' y IA115•L 1 WOE w YNMI nalAMILM 1 I 2125J9-0 GAL EDGE JI , ---- DINAR A _. _ -�25- Qi STORM PANEL - . 1.]er - - - - - - - - DATA► A se• - L ")1300+*.) 1.360' 1 __ 1__ --.LOGO'- l PANELFfOMeLm 70 MW R//INSTALLF /i �`EG - 2aer .- AT END AI LEFT 910E OF PAM / 2) 'He HEADER (3 'F' TRACK (4 ANGLE wo STUD �,/ ,, 1 For. wrRiL 0024• (Mn.) fMNftI Do UP / .370• ^ ..�70r GAVAN2[D STEEL W/ NE2Alm f00E -• / J ( ��.y(( H FW„EL 133') 0.270'_3 �� _� I f TTDD' '.0.625 0.373• 0125010 0ISO. 1 40T M2S' l- - 1 ....00E7w .r-- 2350' - I ` L .. - - ISOMET 0*N VIEW DETAIL L' A-, - . .r , �.8231 27D.. PNK1 1OR''2 0'I ROUNDED CORNER O ENDS OF PANEL'S ,-..W. iloo. -ENO LIP W/ HEMMED EDGE. I.... .128' �2.379' IN.T.S) 375• .09V 06r I 0 KEY HOLE WASHER l.7Sp` D72• (TIED.) p p _ I' - 3fOs-NIS4 ALUM. ALw © KEY kjQI,E AT PANEL -..TAD• - 2.1N' I 1 *SO SNQ.7 6 FOR ADDITIONAL ' .00'..760' .- Sir UWTAt*M a SLAM LOGIN IS 1 I•. . - O SLEEVE 2 1/BMA I _ 125 L__ ONLY %%M to" NSTALUTOMS INTO 1.200• � 316• Ma. a , mwH (�' �') P 'ar- tROOD 3IRUCRRKz I2. ___� .._� 2.001•- - -OO►OBLIYII 2A00• . ""1 125• ).OTITIS R um'1 7 RAY. H HL- '"ll . I 750' M. EAD t. ,is L �1L F ) ER B HEADER -_- -,• Mw. TO s• woP.-- ____ ( 1 ® SLEEENVGE J'� MAX. Loco -- 11p ENII 1 i 'J TRACK Q PANEL Lip n4' - 3 �' .��: IOef-TB At2or �A`"p A. TI 1 1 4` WIDEN .� 1200 t�,...J!.4 ( 1 (... - J._ 1 , ....._.. _' (_ J �'.• (USE ONLY FOR E-Z HNC STORM PANEL -.Jt t' i . _� r' • .470• - z75• 0627.*.. ` �CENS•�•%; SYSTEM) 6063-T6 AWM. ALLOY I YIN`T- 1.67,• i,_. E000.1 T- 1 (T.) t.20t' + p } ` L 123- 4. '�, K L _ Lt26' .HMO• ,;� � MIN © E 5011 "" 2"" 1� BUILD -OUT �/LM'�F' 1wOM�.�]1Li (4 BUILD -OUT -F- TRACK © i ®� 3 FID WINONUT INSTALLATION DETAILS FOR REGULAR PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALYV"W CONCRETE ANCHORS LOCATION CONCRETE ANCHORS --NEE SCNEDUIE ON EXISTING POURED CONCRETE (SCE somilm" ON O04TNG POUND -,AERATE SHEETS 9 Twecuom 10) OR CONCRETE BLOCK - SHEETS 9 Now" 101, KOUMR1111). BLOCK RFOUORD . --[.0 r' . LDTERNAII¢ LEG CONCRETE ANCHORS EXISTING PouREO "� �/; ; y"• rnNDRETE REGNRt6'(sa A:HEDIILC oN SHEETS 9 T1IROLXi1 ' �// ( R.140. �'� FI'1on ( 1/Y 1/4• _4I y- /•- .T---�j.4euLDix W %��/ 1//4' ,1 ,•,. ri ./ wn CHOOR -_ � 4Y III 'a /2•awt. � r._ l 4f I I .-.._ - .-_ MAX _ _. CONCRETE ;1/ 1 -J"a _ . _ _ I 9EE,s 9 THROUGH 10) I I 7 w., i ¢ p .17: I / , Aim i (: Ri i �.�'u I 1 ED 1' if.. S I k/ , 1 j YY // l I SIX IFNGIH ,,...rj. s: / ¢D / 1SCHEDULE i (OWN @ ... ! SHEET NRL i I 1 SEPARATION TION I O :'ON SPACERI _ u it t /h1r f I S IXIXMON /,, CAAAnOIXMUAAAFFiii%�.��'' ¢ _. A4 <:<,X <:.. v.'' ;4 I t0 CLASS. I TO GNEISS 1 ,n'•-7o.1• y , _61 6aA-.Q� 9 . 10 t 1 W .OI Fr0 1 (SEL SCHEDULE N ,N/4ti_[aI' 1 ' 1 LWWRH LAQ sTj 1' YM. -+ (SEE SCJEIRLE ON I u eOS W 1 ON 7GEET ]) ED - _ - N SHCR 3) 1 1 PANEL lDNQ1p I _ P,'t w/4t t' MOL I - _ Awn" IRra • - - T ON SARI ] I - r I (SEE 9CIK.OTH 'i- f , U3fN wMF t� 1 ( . (SEE SC DRAW 11 k tOnN ND rr") PAIFU IDNDIN p TN-O�F�t IOLE SE•AMigN I ON SNCR >) ro Ott. 1 � I I D ..-.. .--�_- _-'_ '.-. _:._ ......_ ..�I..-:.- SEE I ON SNEET ]) ; O�. F 4y)) f I l:J" or le 1 I MAX l Tl � Off j, 1 Lim / 1 / /; I O I `� _1 - ® �; E 0 Ir - I i ;' SPIGOT 1 S,ht L t ¢D ili; I j 0171/2•ae tn. - - _ LLNCIN 1' t I 1 1 I - _. I I i`4i, tej, RS t E -•---- I CONCRETE ANCf10R$ f • IF N ,/.• oA: IXINUETE ANCH011S 1 * \ J 1 EXISTING POURED r ,T,,- �'. \�. �\ w,�.1. , (SEC SCHEDULE ON /!/ (SITE SCHEDULE UM - - COMCRETE A : aJ ti .,. . WALL EOOE OF WALL OR SW SHEETS 9 THROUGH 10) ® SHEETS 0 THROUGH 10) O 2 I/O- LONG MAX. AMMRW RCOUMB '_-I \•:, (ALT. CONDITION) V6 SPACERS • 6 1/4' O.C. VAUD toot _ CXQTo1G POUED OONCRFR ALL DESIGN I.OA66 AND PANEL l /" OR CONCRCfE BLOCK EXISTING POURED CONCRETE UDIOTM PER SHEET 3. ( CONCRETE Ao EIHOI,K--,: , H ,,/f R¢OUR¢p. ON RECIUMICRETF CLOCK ,' MAX, LONG ALUMINUM SPACERS • SHEETS a Te1dlON 10) -- CD. - --- 17 1/Y TIC. (SEE TABLE III ON SHEETS 9 a ,0.) CMUNG AND UM MOUNTING eUILDT,JMNmNG WALL MOUNTING IDI W/SPAIDERS (M OR I& SCALE ]/Mt SCALE 3/e-,• SCALE 3/e-1• 1N/1/t.,%Ai` 3L•''.�VN E HuMcan• Zone;FLORIDA BUILDING CODE Non High WI _ 0. 44167 ' e m0 RNw. i6 24 GAGE GALVAi M STEEL STORM PANEL I+ L * : OIWRI In NOTE FOR COOIBWLTION OF SECTIONS; * * a C 6t/LR/ww D. - DISTANCE .q TATEO - _- (SEED SCHEDULE ON 70P 6c BOTTOM MouNIMGS CAN aE 90,r' IORID►',.• - IL EC O INC. +t �H LLC. G,* SHEETS 9 B 10) COMBINED IN ANY WAY TO SUIT ANY •• rE0 ►a r,M n N1w O\AW, 0. Lyl• 20-175 5 � At' .Lrr ARM, INSTALLATION, /O Y4 - PHWI -lol r, L10 tl,-ION nMt: (w1)m►7e•L FAX: WPOM M o0-1N ft �- CA-0=7N NNNMA lE WK A TLL1T Y P,I w + - 6 - N INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (t� INTO EXISTING WOOD STRUCTURES i 1/4'6 LAG SOW" E r O.C. W/ 1 /f• MY r,IAE4= PpITMTOII f3j_ rin. 7'.a• f00D 1/.•P LAC SCREWS W 6' O.0 w/ -� 10 E%3T1O ROOD NEAOFfI r•" .-- ,I FLAT O. ON FDCE t ,/2• Mn. THEADFO PEWETMTON i I� 10 trLsnrNo -OW Hf,MR. ! A Can,. illwI'DSONS "11�' .@Can.. /,N1' wiL• CA EO OF 0 Spp Y 1 f.', ;3T'1)I , ;ti lA0 fiOQt<'/b • S' OC. W/ MVWAXN OF (wit" Ok7AA ,/T• ! tr j 1 -_ _.l_ _. IIHf N M50.1�/•7%6•ti]/]1' ip CKIS,W.O w000 I.M[PP[N[7Y11d1 _FO,E IA eELow1- _ _ _ �61"P) ,I' .l ' a/14' Mum. POP SINE, 4 fMA /,w- LM.l 1 Mafm .I 7 Car, i.••- D.3/.• r' Ill W} WI37• i 'e'D I • EA'M OKFILAP L F. 10 GU, 6 WYIG'IN)I'e DI Awn OKRA* .- i t -}� 7Dif IQ I 4 TI kK % 5 > r I N , 4 � I 1 I 71 w i r - 11I. I ( i It 1 ... _L _ I � g - 'El. I -- -._ 3 B �- _ 1 4'• 4''RfA. W/ 11 TT 2 7 1 4 •- p.5/Y YUIOttT IA 9[LOw7 (1rE �I .I I 1 •F'ANEINAII PLUSLMW./L[ O 7/6• Ma TNWAOm iENETRA'IOM 12 1/2' O.0 ` { n'r UO SCEl1K a 6' OC. W/ t AO CREWS 0 M0C • I _�rI�n l2)) r.4' TH 01 PIAE AT f�D 130m 2 I\-l0 PAGWTE PUNT W/ 6• MAR P[rWiRATON a Y • iw w000 hAR R[OtNRN F1A7 OR pl [T1GF Imp _. (2) Y.4' PRATE IOMOJ�II wpm mauwE.o RAT O1 ON ROC[ •'W ALTE RNArnE 2•'w SGML 1/4-.!- ARM. 1 SEAL 1/.'.1= IN5TA14ATIONS ARE ONLY VAUD FOR IUWOPCS WITH AS 0DCSM t ws UP TO +e60, -75,3 psi AND ►AMEN LDIC7H UP TO V-TO- i 2 TOR NEW YOW rJEAMF CONSTRUCTION, WOOD MEMBERS TO 9E SOIINERN 0[�PAIL 0=-,r No. 2. W/ SPECIFIC DENSITY Of 0.55 OR EO,RL 31�Lt1� _ �N1�pp /y�r DC,XIR'p'ro'�TR,AC'M6 what AA 20WT C�OWZT ® OWJ§ A1�RRrtP ioA co MrCRImoOrt 3m0 SAS NSTAUATpI /YPL oN fff11WCERiR l I ---- OP a BOTTOM NO,II(IW40S GIN WE COKONED M ANY NAY 10 3UO �INSTAUAIION g,yj, t/6' . 1• HIM SHOTIER TRACKS NOT SHC•AH 100 CIA11fFV s* e`S " 3►: • JCENSF •;_� LE No.4 ' * -*I c' off; STA OF_- 9, ,:.-'A OA.�" - .f f '-simmIVPE/YTE N01[ '. REMIIL T.) 4; __-_ . 1 _ Ig07d HEADER R['OUOM 2 1/e' W i 1/.•A LAC ww" a 4. O.0 W/ 1 I/r Mon THREADED FORTRATION TO EMITTING W000 'WADER. 1 4•r-P MA Cawt / Y/6•.3 Y wwc �� 1 • I' O.a I r� 114.1' SM.S I 6FA E41/01 T(ME O[DIL ,/Z. a IE 1•_•s'an I'- S i 1 l I/4•F20.3/' M P •'u/ Eym, .vOIRR M OP I I r 1 1 1) i 1 1 1/4'•-2Q,3/•' KS Non ,A '� ., I I' O ,/4'•-2pA3 .' Y.l W/ 7/I'0.3/32• 9EILw) i_ i �e-,L `N110 TNT j„• O C 4Y LAC 9CRFw4 • 6' as w! -I/•'0 LO SCREWS • 6' cc. R/ 1/Y Min T+MfAORD P[HLTRAITON IAr (! ,' , I/1• K tHPFADEp Ir(NCIRA?IW - Mw. 2'N• •000 • YOMptH O PATE PLATE RCO *at IlM M,O. On LOTS BUILD -OUT IR'NITIMG INISTALLATIQ 12 ALTERNATNE 4 -W SCATS 1/4•.V FLORIDA BUILDING CODE NI h Veladly Hurrleon• Zone .om• ftnw."s' 20 GAGE GALVANIZED STEEL STORY PANEL rP OMNN I,. ILOECOINe GLOBAL PROTECTION PRODUCTS, LTC. ''.,,, - iu n Ni v, O-00w710 A•41ER A r, J4. "I .rXI . ,1 I. ,A .1pwfa Fu ( (16AKw-15HI u PWANw-4Ar 20-176 NH•eO Nu 1.1_ NBII N O w 1/4, 3/4, 4/5, S S I! 6/5 HUM SINOLE PLNE< LtBH2TH " SCHE-RULE ONLY FOR REGULAR STORM 2/4 1W/6. 2w/6, 3W/77 k 4W/7 Amocoom S INSTMIA�TrK•7VIN INTO POURED CONCRETE CONCRETE BLOCK k WOOD (t) 3 MAX _ __. _-91tllS(Si, 1SOe0U� ON _.._ _- _____ 3' MAX 9FN01E P M t'LLJA.�d•M s��yr pAu[1 •f4�(BBwLflt AT EAf'N '+1•'•'N '' 1' wa` o o e AT TOP OR BOTTOM LAID WRN TRACKS fI)=a' 0 k 8� SIR D.M., O, OI 4�I rT I T r r y-l-r-r T -r rT ' r T-T-r-rZ- 7-r -I.- I - I I yilDl TRACK] 1 j C.1 • dRECt - YQUHTEO AT EACH END • - -_ MAXIMUM PANEL U NGTH 'L+" OR `L-" (ft.) 0 MAXIMUM AS -0 DESKIN PRESSURE fATTALIATON6 NO (P.0-0 (. a -) CONCRETE i WOW RIi 1 L+ Ir ra0 fl'-a• fl'-0• 25.0 I2'-0• R1=e• Ja0 W-a' 70=0• Sao ,o`ie ,a'-D' 40.0 ?a--,. 0=4• ASD -300 -- 3a0 WILD -___ - -NfaG rao _. 1 e' a r'- 1, SI •.-3- i o i a' er e-0 . -7`7' r 4- r__r na --- e0.0 7 3 F.-.2- r_1O S -7• __._ ID.O e r-- s Y _ 9S0 iiI'_I 6-0- _ IV" s-S• I a_n_ ra50 -- r-3• 3' 11. - Ft0.0 - V-r ,ISO _ _ I- $'-0• f1.0 3-6• MAXIMUM PANEL LENGTH NL+' OR 'L-" (ft.) 0 MANRMUM AS.O. "RESSURE ?ATM (PR.1.) (+ - -) CONCRETE a WOW 0WALLATKINS t L• Lr 2a0 14__-!• 77 Apo It• -a' ,0-r e'-0' 0'-2• ,4a0 4a0 1'-1_ B'-7• 10.0 O'_r P_ 1� ..- . Sao I'-r . r-I" Sao e'-D r-3 - 010 1-2. - _ 10.0 _7•_,' 7'_S1 0'-17' 75.0 7'-,r• 61-e1 sap T-0' S'•d• Nwo 7-01 6'-3• OD r-71 3'-10' --700.0 II r-r faSO 6•-3• it - I IS.O I - Mi--l'... MNMIN 6EPA ATION TO CLASS SCM DULL A IMUPANELUMM TH WIND SPEED 4 170 m.P.n WIND SPEED > 170 m.Pn (In) UNRMIRAHED ItQRWNED UNIESRNMNED RESIRANED 30 OR LESS I . 1• 9' 6 1/4' >33 ro 90 1' 1" 11/2• 7 1/2' >b f0 US 1' 1' 7 THIS 7 ,/T luHNNAIIEe/ MANC1 I F'MnM flNl MR ♦ GIVEN UOLIMTIM42 MkInITK)N W. ® or'C5 �`4'j' ] � � --__. �_ 'r - --- -- -. --�_ W - - -.- I �I9 ;;- --- _ T_fi _ _fi_I-� r UNBOLTED PANELS (SEE sEC110NS AS,'•� BOLTED PANELS W/ t N-20K1' -S.S. M.S. BpLf w/ d• EA H7r011M I APPI�'E/'i"' 1 APPLICABLE) ( E i DI N l I, r �,: ii' V� I,,. , �; ;1 1� g1 D.M.®'® - - 1 - ---- - - - -I 1- - ®or® --E MAx a ....) L ._ - _ _ 3' MAX I t 2/4 1 /4, 3/4, 4/S, S S t 6/5 MIN. 1 w/6, 2w/6, 3w " e 4w/7 ------__---ARCHOIS (SR SCHEWLE ON SHEETS 9, iD •11)- -. ..-- -..--_' REGULAR STORM 2.sor PANEL ELEVATION N.I.S. 1/.' YIN CAP _-__....� (WK POeAP - OM TeUM J. �I TOP 1. .11. i ,A3' VIA, 'I- Ir I% I Afw TI TRACLI MOUNT MOUNT HEADER HN'MOR AIDE TRACK ,I/6C6 - DIRECT Row 49• I. 32• 11 ' 1. 1. 50' 4 1.3•X7.5' STUD ANGLE ]r SY 32' 1 32• 42' 3r Se' a Ir IIIAO Ss 32 31 sz er 60 60 1 • w3Y M. ]r 00• 5e" S6' 1 -01� I 50' 1 32' ]2' 3O• 60' Se' e6' 1/4'%-�r• - 1 MAX' CAP SECTION A -A 1 N.T.S. N0R91 (11 L+. MAON IM ALLOWABLE RVU LOOM FOR A CM31 POS11M ASD. DESIGN LOAD. L-: MAX ALLOWABLE PNE1 LOGIN FOR A OVEN NECATM ASD. DESIGN LOAD. (2) PROCEDURE TO WOW" MAXIMUM PNOM to=" GIVEN A POSITIVE ASD. DESIGN LAM. WTU MN MAIMM PANEL LOOM 1.' FROM SCHEDULE. CMN A NEGATIVE ASD. DESIGN LOAD. OF70UWC MAXIMUM PANEL LOWTH 1-' FROM Ste. FINK MAXIMUM MIDWMI PANEL LOGIN IS ED" TO M MINIMI I WR M M IMQ LOOM BETWEEN 1.' AM "I-". (1) SEE SDIEDLE 2SL0w FOR MN. PANEL LOGIN Roll POROSITY DUWF""Ok. NSTALLATIOM INTO WOOD ARE UWFM M \XIS P.41 MAX A.S.O. DESIGN PRESSURE RATING i - _ . To, 10 At I I FIN MI. ASD. DESIGN LOAN ♦< MAX. PANEL U[NOn1S FOR *.' : �o., ry `E '. .{y s'.- _•NF .44167 • s * : TALE OF _-* -+=� � ORIOP J-` - fb / v70'U, NA • • ••. / / WeW/OAIf °0w'n16A'o' IL ECOIwa. 24 OAOE GALVANIZED STEEL STORM PANEL FAup"W, GLOBAL PROTECTM PRODUCTS. LLC Mao Lw aI slMm 1Mli FL Mi. NwHW,(w)"i-76ML rAu".Nee-e767 °'am- a Nw r 3M. Mel- A IOIM P:-. ONI''M�H-w�-peW N'.I-MI n' lU A i. ►i 20- f 75 PROM ft11 - Wlwt 3 Or N INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD STRUCTURES . -- �- li'. -'�I I __ - �`' ___ 1 - I woos mc,. B •.- - ( I - r tsEE scHlmlllE �: TSEE scHEDutE ON _ �'` _. In1•-a,. 1 i/.34.�emgiil. I! SHEET 11) I O 46�,.L�O Iw RTs I ON fM[T ]) I 2r eE � - -- -----_ I ._{_._ ...._....__.. I 'I.� ..- PANEL LENGTH WOOD HEADER ' '. I'i (� r MrooD NCHaIPs -1� ;/ �.,) EPEE REWIRED I'I (SEE SCHEDULE - .. ; '. 1 L._ • I 1/I. s1EFr „) ,: I ,e__----1/ - --i-'- ON SKEET 1 FOR ' U O sox SPACER 4Fj -t/2. LUX. "L• r, I II MlFN6iH 1 MAX _.-..._ r'i ��1 -_ -. w�% 1. I 111 �I - I I I. _ ---- I MIn. , I� , 11h. ' / 'll I I - ---- 1 1 , I _.._ I 1 I I: -.. 1 _.-___._ __._._. . 1 _@1 MAX. LONG ALUMINUM SPACERS • 12 1/2' O.C. (SEE. TABLE 01 ON SHEET II.) N1111111 I -Cl) I I�) SEE NOTE F• 9EUpw FOR LIMITATIONS FOR fEPN AX1, i 1 1/2' LONG SLI'fVI3. {� 10 GLASS. , .rMy,. I I 1' EL "LENGTH E (SEI. SCHEDULE I (SEE[LSLLLM.d'CIN DW I I (SEE SCNE F i , I ON SHEET 3) I ON SHEET ]) , ! oN SHEET ]) ' I' -.PANEL MATE FEMN.I O OR PANEL MR ..1 /.•r-lo,l• R -. -. PLUS (SR SCHEDULE ON SHEET I1) . I ,f. 1 Le RS W I ( _ I AN MIN. I '] II' _ I I 1 I. ImN 7Bo -r7 _.-'1 EEX _ I S SOI[OUC 1 /� PLATE REQUIRED W, i U ON sHEtt 3) I DIRECT MOUNT W/ SPACER a i i {' 'A � _ _ I * i ALTERNATIVE 2W' M I C�. SCALE 314-1• aJ) EF� I I 500E I '•� I • 12 1/2" O.C. SEE TABLE it ON SHEET 11 FOR MAW. PANEL LENGTHS M 1 I OF 1' rp -. I MAX. A .D DES" LOADS FOR THIS INSTALLATION. MAX 1 , - 3 4• I • T2 1/2. O.0 Lt � - i. 1 r)J -- ----- - -- - 1 I WOOD 440015 SIX * MINE I I . _.1_ -.1 I(SCESTAGgAEO uUSTUDEG ; ��-- �-- __�- - i'I(3CC SCIIFDIJLE ON fPAfOI Y YAY BL , 1/Y TAM Fli .� I1) TO SIM OW ISHIFT (1)MM IAMN E LUM A ONE RUMn IB-r 7'K4• WOOD *BOIL: MO rRO1 AIYPLATE I I/N116iO HLf7WR OJ lIRTi11 N'ARDRSneCTOM REOU7AED �p0D ANCHORS1'�1... 4-- - 5T /1• MIN. 9 AAAIM TO OIAY eI11Id,'m N4' W00D I WERLD w Mo ", OR ON N92T 3 YM E R1OX� ro 14• Ae PU,F RCOVRED M) =ft "%A TARO 90L1OIOW Y DVNIL RMOI row _ . ._._ /4.O (SEE SIT) ON IAIIG N M /OIAOWeO ARC TWIG Iw2[ PIMh •ADM B[ 1NC® E". V AT 1 1/•' 0.0 •,i I SHEET 11) OOINJfD NTH! � (M6 a A R41Ie0t1GY Ifp1 t2 THIS OA. 1PARMYN AIIJ7Am ON (1) MAXIMUM AO otim P6RWR SHEET e] : NZM W .e0. -w W. I (3) I" M OIS[ PA4 LVNM a MGM TC w' A ow CRIME (3) IMIMN STORY Hr41p IJSIG',N w Ame A fm"w Ip)N FROM AN= PANfl LAOnw ILL== ON I AlOUVE (4J 1 ,/r LONE smom cam ow 0Y !NIL w q RIOG1m ION WALL UOUbMHG 3 ATOM h NBOXIAT% a ONLY () enm L ='AROI a' , , LOIO 11r001 Y m L111r Aw ] M, NwrS1II0 w ASIIN ALTERNATIVE 1 W LEE° "' DEBTua eoop rMHIS IN{L '/°-' YWLe PERM ILIA ,IWo 1. .;a HULL 3/B.1• (4) MtUMM WINO OLY FOR WM $'maw OW MO tH[ f0ao CNN EG11XIW) p /NE RONpA - ---_._,"_L - . 3 a ! R71 AeIY E 46. N/1omNL1 TRIM - th1SER A. Tit -- -- ----- _ _ _ _ NOTES: 3.1 ' �CEN % FLORIDA BUILDING CODE Hon High Velocity Nut one ZAn• n FOR g I. INSTALLATION ARE ONLY VALD 0 MAX. A.S.D. SECTION C DN 0eR0 SIHq M. /!. NOTE FOR toll BINAnON OF _ DESIGN PRESSURE RATING (p.a.l) AND PANEL LENGTHS $ �' 44167 '' S 44 GAGE GALVANIZED STEEL S10RY PAN[l 6M11,, 6n *. # :*F TOP h BOTTOM MOUMINCS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR wp7/ww COMBINED IN ANY WAY TO SUET ANY ALTERNATE 2W' STATE 0F>-- - �I GLOBAL PROTECTION PRODUCTS. LM ) : IL E C O Ewc. DAw' INSIALLATION. `3o F _ __ _--__ ' Lw. eI Xc '•• P0RIOp^ 1MRT 2. FOR NEW WOOD FRAME CONMRUCIION: WDOD U•24P 4.w r, r 1.WrH w Alel 004L A. .'"" 20-175 MEMBERS TO BE SOUTHERN PINE No 2. Vol SPECIFIC Tr% +::. Pw Pam- H. u W 1•I-.I.n NHOItl (wIKM--7A4L FAIL tMH,ee-sm Nt..e.,l.- DENSITY OF QS5 OR EQUAL. ANN11M TUA1L/01E o`-cm,2, w - w- GRI.Ww HA WWNR A NL min f ., mm 0 O N lleY nBGIENERAI mNOTIES N+'irE fYwlY L-2 IYIC fl�l Mlfl fir c . a5fi NN.'� (c) 7QL4*0 1 STORM PANEL 410YIN ON ills PRODUCT EVALlA110N DOCUMENT (P E.O.) IAAS BEEN VERIFlFO fOfl COMPIYNCF IN ACCORDANCE - 1/4q TAPCON ANCIIOR3, AS WNIiK1UR¢p BT ,,l.w BUItDEX, INC TAY6iN ANCN..SPi.C9lLGB(I'AM WITH THE 2020 (7th EDITION) Or INC FLORIDA BALDING COOE. THK STORM PANEL SNAI NOT BE INSTALID AT RICH - 114-10 PMXLMATE FEMALE ID AND PMELMATE PLUS ANCHORS, AS WNUFACTUIED BY ELCO CONSTRUCTOR PRODUCTS. VELOCITY HURRICANE ZONES (MAAM1-DADS / BR01W1M COUNTIES)) - 1/4'0 HAG SCREWS PER OLDS DESIGN mw LOADS SHALL BL DMIIAMED AS PER SECTION 1600 OF THE ABOVE MENTIONED CODE fell A BASIC WIND - 1/16'0 . 5/0' WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT B SPECIALTY CO. SP1ID AS REQUIRED BY THE JVRISGeCnON WVIEFE STORM PANEL WILL BE INSTALLED. AND FOR A OREC710NKITY FACTOR NO-O.W, USING ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THRGDCD PENETRATION INTO 0000 OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2• FOR ELCO PNELMAE PLUS 3. 9 THRU 12 ! 17. I14. AND PA04ELMALE FEMALE 10 IN ORDER TO Y"MY THE ASME CONDITION, ULIUNTC DESIGN WHO LOADS OCTERUINFO PER A= 7-I$ SHALL BE FIRST REDUCED TO AS IT DCSION PRESSURE RA11101 BY MULTIPLYING THEN BY 0.6 IN ORDER TO COMPARE THEY W/ MAX. (AS.0 ) C]) MINIMUM THREADED PENETRATION Of LAC SCRE7V, INTO THE WOOO FRAME UNIT SHALL K 1 1/2- NO tMR1ADCD DESIGN PRESWK RATINGS VOICAIM ON SHEETS L 9 THOU t2 B 17. 18. PENETRATION INTO STUCCO SHALL BE CONSRI[REO AS PART OF THE RE'gRRED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCH40R5 ON TICS P.E.D AS TESTED WERE NOT OVER STRESSED, A 432 INCREASE IN A"OWAW STRESS FOR MM LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING 10 WOOD HAS BECN DETERMINED IN C.3) MINIMUM EDCC DISTANCE OF LAO SCREWS. INTO WOOD SHALL BE AS INDICATED N THIS DRAWINC ACCORDANCE WITH ND.S. 2010 STORM PANEL'S AOEOUACY FOR IMPACT AND WARD RESISTANCE HAS BEEN VORfIQI IN ACCORDANCE WITH SECTION 160➢.1.2 OF C,4) IMNIMIWA PENETRATION OF WCOO SUSMNC SHALL BE 5/0". 1/4. 0-20 SCREWS USED SHALL & T 1/2• LONC MINIMUM THE ABOVE' MENTIONED CODE AS PER AMERICAN 7E3t LAB OF SOUTH FLORIDA REPORTS PM14.01-01 AND P0219.02-09, AS SHOULD STUCCO EXIST, AND 1' MMMUN FOR WALLS WITH NO STUCCO PER SSro 12-99 At ASTM E 330-02 STANDARDS, AND NAERKIIN TESTING LAS SOUTH FLOSU REPORT 1112301-10 AS PER C.5) IN CAW THAT PRECAST STONE, OR S PRECAST CONCRETE PANELS, STUCCO OR WOO) 1110 BE FOUND ON THE EXISYnC TAS-201 MO VAS-205 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1606 OF THE ,MALL ANCHORS SHALL 9E LONG ENOUGH TO REACT/ THE MAN STRUCTURE BEHIND SUCH PANELS FLORIDA BUILDING CODE ANCHORAGE SHALL OF. AS MENTIONED IN C 1). C2) At CA) 2. ALL ALUMINUM EXTRUSIONS 10 BE $063-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSIALLEO FVUOANN ALL Of iHf RECOMMENDATIONS AND SPECOKAIIONS OF THE ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SKIT META USED AT CLOSURES SHALL INK 310B-HI4 ALLOY. 9 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION T THROUGH 5 (SHEETS 4 ♦. ALL STEEL SHEET METAL PANELS SHALL MAW STRUCTURAL OUALITY STEEL AS7M A-053 GRADE 50 MINIMUM, G-m GALVANIZED THROUGH 5) EXCM THAT HEWERS® a(10 SHALL L NOT BE USED. STEEL DESIGNATION W/rr- 12.2 .•I (AFTER ROLLED)_ 0. (ISKALt OF THE RESPONS191UTY' OF THE CONTRACTORI YO VERIFY THE SOUNDNESS Or THE STRUCTURE WHORE SHUTER IS TO BE 5 IIACHED TO INSURE ALL SCREWS TO BE STAINLESS STEEL 3DA OR lt6 ASI SERIES OR CORROSION REWANT COATED CARBON STEEL AS PER DIN BAII11.00wS PROPER ANCHIORAGLTHIS SNUfRR SHALL ONLY RE ATTACHED III CONCRETE. BLOCK OR WOW FRAME. 30016 W/ 50 b1 YKW SFRENCTN AND W Hui TENSILE STRENGTH AND SHAD_ COMPLY W/ FLORNA BALDING CODE SECTION 2.,133.4. 10 EACH REGULAR STORM PANEL Wrti LENGTHS OVER 90". AS PER SECTIONS 1• 2. 4. S. 6 AND ALITMAIALS 1W. RV a 40, ON SHEETS A. S. 6 A 7 RESPECTNELY; SHALL HAVE A LCOBIF. AND READILY VISIBLE YARKOW VNSTRUCIIING OWNER OR TENANT TO 6 BOLTS TO BE AStM A-307 GALVANIZED STEEL OR AM 304 SERIES STAINLESS STEEL. WAIN 36 .. MINIMUM YIELD STRENGTH SECURE PANELS WON APPLICABLE REINFORCEMENT DURING, PERIODS OF HURRICANE WARNING. 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS: it, THE INSTALLATION CONTRACTOR IS FO SEAL/CALAX ALL SHUTTER COMPONENT EOOES WHICH REMOIN IN CONTINUOUS CONTACT WTIH THE PAUDNG fO PREVENT WM/RAN INTRUSION (A) 19.,.E8iSDNG... TLI - 1/4-0 TAPCON ANCHORS AS MAAUFACTURILD BY I,T W. BULDCX, INC (MIn, Fr-3192 P-•.I.) II. STORM PANEL INSTALLATION 9KALL COMPLY WfTN SPECS INDICTED IN TICS DRAMATIC PLUS ANY BURONG AND ZONING REGULATIONS - 1/4' f. 7/0' CALK -IN ANCHORS, AS MUFACILREO ByDEWALt INC PRONGED ET' THE JLAMMT04 WHERE PERMIT IS APPUED 70. AN - W, . 3/4 9DO-SEE ANCHORS. AS OR18UO IR1ED BY All PUT SC", BOIL . SPECIALTY CO 13 (•) THISPRODUCT EVALUATION DOCUMENT (PER) PREPARED BY THIS ENGWEER 15 GENERIC AND DOES NOT PROVIDE IMORMATON (MIn. re.30p0 p.R.I) SI FOR A R SPECIFIC PROJECT. I.P. WHERE THE SITE CONDITIONS DEVIAtE F710M THE P.EO - (14-10 PNNELIJATE FEMALE O 4: PANCUATE PLUS ACHORS. AS MANUFACTURED BY ELCO CONSTRUCTIN PRODUCTS ANCHORS, AS W - 1/4.0 ZAMAC MAKINNWUFACTUREO BY DENALI. INC (W) CONTRACTOR TO K RFSPOfSOX FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL IS 1 11/4'. 2- FOR ELCO PANELMATL AND BASED ON THIS P.EA. PROVIDED KE/SHE DOES NOT DEVATf FROM THE CONDT.ONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITEIS THE COMMCtI)1F'S RES►ONSOUrf 1 3/4" FOR ZAMAC NNL/N ANCHORS. (L) INS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDFRFD MAUD IF MODIFIED. AZ) CALF -till It SOLID -SET ANCHORS SNAIL BL EMBEDDED 1/6' INTO THE POURLD CONCRFIF NO EMBEDMENT INTO STUCCO SHALL K PERMITTED. 1/4' 0-20 SCREWS USED SHALL RE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (4) SITE SPECIFIC PROJECTS SNAU BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AFILWTErf WHICH WILL. BECOME THE AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND LAY BE HEADED SC'FIEWS OR Al.l, THREADED SCREWS W/O HEAD, ENGINEER OF RECONO (LO.N.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH wwc NUTS PROPER USE OF THE. P,E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.ED ENLT IFER, SHALL SUBMR 70 'MS LATTER THE SINE SPECIFIC DRAWVICS FOR FIN" A3) N CASE THAT PRECAST StONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON THE EXISTINC WALL OO FLOOR. ANCHORS SHALL Or LONG DMO$- TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (•) THIS ►EO SMALL BEAR THE WR AND OBONAL SEA AND SIGNATURE OF THE PROFFSSIg/y ANCHORAGE SHALL BE AS MENTIONED IN Al) AND IN A2). ENGINEER OF RECORD THAT PREPARED n (B) TD EXISTING r INGWT SILAGE( WNl AST1 C-90 14. SHUTTER MWWACTIREWS LABEL 90" BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4. 0 TAPCON ANCHORS AS WNUFACTUEO BY I I W BLALOEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170991 OF FLORIDA BUILDING CODE ONE LABEL SMALL M PLACED FOR [VWINERY OPENING LABELING TO COMPLY TN SECTION 17099.3 7 THE - 1/4' I . 7/e' CALK -IN ANCHORS, AS MANUFACTURED BY OFWIALT, INC FLORIDA BUILDING CODE. - 1/4-0 X 3/4' SOLO -SET ANCHORS, AS OSTRIBIfTET) BY ALL POINT SCREW. BOLT a SPECIALTY CO - 114-10 PANELMATE fTMALE ID AND PANCLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROJAOWN1114 - 1/4- • ZAMAC NASJN ANCHORS, AS MANUFACTURED BY DCWALT. INC R A. T/( �� ,CEH'•�.. ''• FL.ORIDA BUILDING CODE Non High Val•41 "MU cons Zone 9.1) MINIMUM EMKDKW OF TAPCON ANCHORS. ELCO PAKLMATE'S AND 2AAAC NULN ANCHOR, INTO THFl��P,�P�J,- BLOCK UNIT SHALL Bf 1 1/4' . Mn� 0.2) CALK -IN s SOLO -SET ANCHORS' SHALL RE EMBECOED 7/9' INTO TE CONCRETE BLCOt UNIT. NOjR}p44 I , •� R20e' NL 24 GAGE GALVANIZED $TIFF STORM PANEL aNIIw 1r SiVCCO SHILL BE PERMITTED, 1/4. 0-20 SCREWS USED SHALL RE 1 1/2• LORG WHNIUM SHOULDIST, AND , u9llluu roa wALu rm No STUCCO. STATE -yam L E �P O Ewe PRODUCTS. U C. PwFO � .RED 1• ], „NOtte.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARD'S BE FO-� .G •• "'� -" 'A•AIw��.1� EXLSTNc ANAL ANCHOR' SHAM BE LONG ENOUGH TG REACH THE MAIN STRUCTURE * IND SUGH P.CORN - �- 20-175 7 1_ P")W,.w- (eM"-mlAl1OlORM,C SHALL BE A9 MENT,ONED N B.1) ANG IN B.x) "',Y4/ONAL t> u-m'"M•"e71j GR.INY N. •.O MA/•gIM11WC/O11T PE r/NIN111N1 1l\R N1\N TAM10 A M., SHIN I a U CONCRETE ANCHORS _ (SEE SCHEDULE ON . S1Erm 9 THROUGH to) I_ ED INSTALLATION DETAILS FOR REGULAR PANEL (f) �STNG INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OB bNCRETEI� BtOCIt�� '_ VICTIM NCRETE REDUCED ///f .. WXAMRED. CONCRETE ANCHORS 7 (SEE SCIEDULL ON CONCRETE I.. f a) 1EICSTRO POURED \a I 11 _I CONCRETE OR - _O tnb-bl• I ( 1 1Ir I -. MIN ♦ `_ 6l � ��(B -'R Y'WOiWAA" 1 SEPARATION 10 CLASS I f I M om A I EXIST w_; (SEE SCWOME I mNN owl 7-In V W.. at ASS I ON SHEET ]) , + PANEL LENGTH (E SCHEDULE I CONCRETE ANCHORS i-. It - (SM SCHEDULE ON ^ ''i SHEETS I tHRWOH 16�1 , 1 547E >f , Or t ' r �//� yI MX 4RE CD { C D. i. i ✓) 1 v2 i .1 1 - I '� -. _ -10-•-EO- 1/1`RM'• ILL wk W/ NIA it 1' • F ,K o.G �. r. LOG1110N Q..D_6.1WlfG CRfE(WMED. AAWHI HOMFM _ OR CONCH BLOCK Is" SCHEDULE ON SHEETS 9 THROUGH 10) Au" -Our MPYNTING E.D. - EDGE DISTANCE NOTE FOR COMBBMTION OF SECTBN45: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 Q 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -. A*L SEPARATION TO GLASS. (SR SO4EMU ON SHIEEf 3) YA - , CO. E7114TNG POLRL(Q_l coNe1ETE ae CONCRETE BLOCK 1 REQUIRED. CONCRETE ANCHORS , STAGGERED w/ 9TA16- (SEE SCHFDULF ON SHEETS 9 THROUGH 10) REOUOMD I _ � 14 SOUS .. -.___ .-- ( CONCRETE ANCHORS ", I,J' I _. -__-_ 1 (SEE SCHEDULE ON SHEETS 9 "*IDIOM 10 '. 1 1 ( E v 1 I 1 F�/„ 1 I A EA ,./! I 1' Non. PANEL LIMITH I. T (SET SCHEDULE I ON SHIN 3) I 1 I SOI OF I'• I I MAX. 1 L I • 1 1/7O.C. ._ .__. ._ 1.. _.. ) F"� ' V MAIL SEPARATION I 1' M...TO CLASS. 1 PANEL LENGTH (SEE SCHEDULE I (SR S'CHER" a" somF _ _ ON 91EF1 3) .- --; 1 I I Cl) C�7 E.D. • / f 1 ' " f ®-A -' ( 1 APPLIGNIt)' CON(SEE SCE ARMORS_ - _ ' / / J 1 (SEE RMEDUIE ON i 9HE2/S 9 711RO110H 10) - . W/ m Y _IN WHEN SOLO a At USED W/ WHEN EXISTING POURED CONCRETE NE PAUNLTCS ArNCH� OR CONCRETE at= ARE USED. REOWM. ECT MOUNT SCALE /eVII3 INSTALLATION DETAILS r- - FOR REGULAR PANEL ffl INTO WOOD ' ALTERNATE LEG 4'.e' ((Mln.) fxISTINc wppp LEAM kEOURED. SiRUCTLUIPNt _-,.� - I ADEQUACY OF EXISTING WOOD �_ ,L '• ' i BEAM TO BE CERTInED BY ' REGENGINEER OR I ARCHITECT PRIOR TO sHUrrta ARCHITECT 1 / 0 , INSTALLATION. i s - IFOOD ANGgRS SCHEDULE ON ALiFI\1A1E WOOD ANCHOR¢ , (SEE SCHEDULE ON I� ..-I t' Mln. ��Np f1ISn ,aAo (SEE SHEET I1) SHEET 11) -EQ-i Ilo-. _1f�1'"42 TOI STEW d i1 r � " Mi W/,AD I/2• . • 1 at 14• 1 _-I MAC. WOOD HEADER t/2' EX151wC.1 O I ,.., -r- --i9' IiNc un GULS--1 I M000 ANCHORS _ " j I 1 y39• a Try• oG 7' 1 I I �CMRA I (SOP SCHEDULE ON YN 7 'C7 I "�' I .(S 1 ,/FIN mi 1 ON SHEET ]) 1 iR. R_ n yQIP 1 MIn. SfPMFT10N TO WASS. 1 AT .11 I . - ' T Ia AMn ; MAX ISFi SCHEDULE ON SHEET J) i 'j/j Q_vI• PANEL LFJ4CIH1 H]RH OIWM Tom', 1. MAX 1 I _ . r i . Go ro, � (SEE s"W `Ut - - i- __ .... 1 I T PANG LENGTH - 1�'�SCHEDULE (SEE sc FISTHMr-. wi%j1 SS��' I LDM Del rX1 ON SHEET 3) - { - 1 _- ON SMELT 3) 1 I 1 __. . - - Iv AV - -- -: I I 1 SOR I of t• 1 1 I I 1 OF 1• ,Mo I ) .-1 O 12 1/2" O.C. I . y_. - 1 1 A I.. /r NO FINISHEDI I ALLOWED I I RED n Y-7N1• -1 NLam" • • e 1n' O.0 - . _ .. I .. t I � - ) ,``� V�J `- C. ��- __ REGAINED '.. I REQUIRE1EDOC I �, II I XCOD A L14M WOOD ANCHORS -......._ (SEE SCHEDULE ON •- _ _. - _ 3/4 - (SEE I )N)Sllllt ON SHEET 11) SHEET 11) _. ._... ....� -.... -_ :. jl ., . CEILING ANIO FLOOR MOUNTING N ALICAXTERHATNE P,NNf BUILD -OUT MOUNTING ALTERNATIVE 4W 9fJMC S/6-1' '�� VCEN'�F,l NQTES �E.E�GOMBIHATKiN� SECTIONS: NO. 44167 * 1: , FLOIIIDA BUILDING CODE Non h VelocityHurricane Zon• 1. INSTALLATION ARE ONLY VAUD FOR MAX. ALSO ; HMw' m1[ca INC. TOP g BOTTOM MOUNMOS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �'' STATE OF � : 24 GAGE GALVANIZED SIM STORY PANEL "MAIN w INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD F11" SS0� . f0 _ -- � - - "- y-_"-" IL ECOEwe. GLOBAL PROTECTION PRODUCTS. LLC. w/n/ww MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. / H N �NA L E \ IIINIHHMNA '3nLts-: <� .4w I.N. 51 swrtl N4 !� *fI. r NOA wwN HFISI AM' 1" Ww- n' WI. ooL. 20-175 P[. SfN./WM•,TMW/MS / I4,I. OMIT W..M. •N.reW ^a& (IM)NN 74N, rim, OW)Nw w r MR swompi0 WP 11W3WGiL�tJr,. PE1,11 11RI) w N _4_IIIP a) a) m v 51) o C .� C Ri -0 � C = LV U cV VI 0 0 o Qi ICU O O �c O .� � C /♦-0 0 /L II -0 - VJ 4 z z W J ",,� I.r N •G:"r"" ` a y o o � L4_I nr 4 U :E C t-, o C C 3 (" CV . m TC N Li- W d >- (AG N _C N Q o N m 3 a3 a3 X :5 w C__ _� ej � :5 --Cr 3 Q, .m ` } m U >, = O :.:. C = T N EL -Q c E m a W - C3 U) _iI...., W _CD �iCU mmm O En CD_ 11L (D U =3 C: -0 Cu L_ 0- 0 ■ 11-O`) 'a) V co LIJ Q Z z Q J Q SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS OR .Paulin eoXaEtL . VANILS 1 R '� '•L7/ '® DONGET[ wLooM oR 2'. r A .Os]• 410e 11-I4 yp YN• ROOD FAN[ SolYTs ALLOW CONE, ALUW ® gh s' TAN , 4• IIDDIANm AN6L[ wall ,�41 . , 3/4• ! } Mh .aAm ewacic WNC,l7[ ALtL •. '• wl P'N' I000 r7WIC - � POLOW ROCK tR 1 L_ 1/RADIAL a 12`•0T M 7 112- � ' _ Y.7l 1 OR® Minty <i 7'w+' wm rNNA I A,., (° 17' O.C. YD6S1t711Mtt NSt LDOATIOM ,AARIES Y NA. 97< L C13] VOA A O. AA7 Onj=Y-,� +N.oe0• ]106-H,St STEM PEERED COCNTE, CDkCWW i ,ItfA MAIL Itlrr I;AC'EI1 FIOdl d 7'N' MOW rRN[ .)X/1 R[OIMFr1STD]- OI, )-t -Y� e063 a NL(M 2' tbN,. uLRL An9EE ;i I / INTO. �� - -- «----J Yo• CAP • 6o. ._1. 4 P . OR A.LO• a • o/l 0 I OC. slosC-t m LE I/YCNNUi GAt .Y,.A A11wt oc CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1' SCALE 1/4., SCALE 1/4'-1• SCALE 1/4•.1' SOLID -SET OR CALK-01 R OD0111O IR1E1- TRY A, rUWl a No j,6''y� O°iP,11M0ana a wElAMtc wu5 (g[ I- FOAM fS1C {TE _ 1 1 ,O v an sty w00D sm or OPP" WHIMOU E aX s1[E7f a. ... (OWN PANEL COIILIICTE CN SLOR CHIN �.; v- ® AN[ OMLIMLD . A6 NRICANU IO w it) OVERLAP9E'NND �I�IR■ 11*",• w000 FAMINE OVF\.. r 14Ra OPDINO wmm") r.� CO 01100MORREM MAN[ ,'' •., ' VARIES 1 .._. 'V' '© OR® -/1 '...1'BENT w� NId10K0 /NpI1 • I• Y it. 1 NEAR PUT 0l1 To (NEVER CUP EWD PAW.) X 9.0, DISTANCE-1---�,• 1 RIP.) (�, 1 CASE G (PLAN) SCALE 1/4•.1- NA OF •' •� \GENs••' VALID FOR DIRECT MOUNT NStALLAtON ONLY B CERTIFIED PmdX INSTALLATION AT WALLS V// ND. 44167 '. SURFACE tM VARIATIONS WITHIN 3/4• _ * i * : • FLORIDA BUILDING CODE Non Wish Voloctly Nu tons ton• CASE E (PLAN) VASE F PLAN) o •°m •c. 24 GAGE cALVAN12E0 STEEL STORM PANEL OR-'n SCALE 1/4-.1• SCALE 1/4'.1• .t�; (0A 10N' •�� ---_ s` IL E C O END.CLOW PROTECTION PRWLCM, LLC. °'"„X NA/�'1 IIIi•II+LP�`-�'L/i'.(J • INSm.lIt,SIP= 14 �mr. a T1. M.. N1MAA ,NRStA N Yta 20-175 It = - LaN�-,r am m-Mw PICK (W)GID-70-4 FAR BN)ee2--6767 G-600q» O. ► 2wY� ORwRq ,M: Pt L k lmwwLAr/D1NE "Lin A Tun Ar., PL IN I M 11 Flamm (VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MAX. A-S.D. DESIGN I'RLS5LIRE MAX#" ANCHORS SPACM FOR E.O. - A4 SHOWN ON SHEETS 6 • 7 APPLICAKE ro L ANY or Dog MAXIMUM PANEL O v tn.) TAPCON LAG SCREW PANEIMATE FEMAE 0 PAIELMATIE PLUS "Go �� 13 ,r 13• 1r 13' is (TOP) 13' t3• t]' IrtY tw (!OLIO") 8 1 /Y 6 1 /2 1 6 2 / e , n' - 1/2' 6(COP) _45 OR Ley - °• 6• _ - °• e 1/4- 12 7/2' 8 7/4' (MDR!) Sat LESS 6 -_ - °•---- (TIT) 6• _e• '- ---.-�...._ as - ..... _ .._- -- IS" W --- - Ir u• ,s• ,r Ir a ,n r 1]• 177 13• IS. It. it (@gnaw) 9 T/2' _"0 l/2' 6 1n• 6 I/2- a 1/2• (70P) a5-0• 12 1/2' a I/e (60R•) • SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOWS & AWL. PANEL LENGTHS WHEN SPACER @ IS I USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX, A.S.D. DESIGN PRESSURE MA1QMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE To k ANY OF THEM MAKNNM PANEL LENGTH (NJ TAPOON LAG SCREW AMELAATE FEMALE 0 PANELIMTE PLUS WOOD auStim IO 3 t a 3 , ] Or 1r 1- ] lr IS' _ 13' 6' 1W (BOTTOM) 1 1/2- 0 1 • n 1 • 2 / 6 1 n 1 6 2 / DD% - - - e 1/4' -- -- 12 1/I^ 6 I/r (TORT e'OR - LESS +45 -45 TO .75, -73 fn ,3; 13' s e• e• teonw ) (TOP) 13' _ 13' 13• 1J - 13" (eDT10M) 1r 13, lr to, 6 ,/4•_..� ,W 1W (Boymm) _ 13• tr -is' 13- 6 1n• 5 1/2• - 6 T/2 _ • ,n' 6 1/2• pw (TOP) - - a ,/1 12 1/2• —, 6 /4 (BONY.•) >W-G, to In• - Sw (Top) r_f S' a 1/2- 0• - a• - 3111 (DIATOM) U' 17• t]• ,3' 5 1/2' 40 (COP) 1]• 1]'1 13' 1 13• to' IW (Borow) • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS 6: MAX. PANEL LENGTHS WHEN SPACER 03 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 Teerl�.li e A.&D. DESIGN LOAD IA>IMNlM PANEL LDWTH 40 PSF OR LESS e'-B' > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10' e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fpAALE 10 OR PALL MATE PLUS ANCHORS k W/ SfN(JNiB6ttE 1/2' O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (t) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCM _ �POUKO 1/4•P 7APCON _ - �tPpU11W ANCHOR • a�-0.C- OR CONCRETE BLOCK ANC"011 • 9. O.0 CONCRETE KOOK REQUIRED. NtQumm. MISS,, T. 1 I T{3 6Na w� � LOOM owr r� •L• W.. 1• Iet PA1NCl LENGTH (SEE ELEVATION ON LENT 12) N 1 1PARATIDN TO GLASS. L/2 EXISFING OI LD• �� I COMCRMCONCIRM �'� REQUIREDeLOCIt i v Vr K 1 , � 1/4-0 PANEMATE PLYE ANCHOR • 12 1/r O,C NE tNHTf to • ,s FDA ACNOM TINE 6 WA NO FOR E•W1AlIORS NRO „M PRANCE 61Ne11RS. ONRIRA ANTIIW SPPCMS AND MOWN East OWAMN AIR INDICATED ON Ties SCHEDULE. MR E.D. LE% 11014 ECMATm ON SONEDAi NLOIC< ANCHOR SP/a16 In MWIPLY,N6 AACM 200 Oil SCHEDULE In M FOUDPaw FACTORS. r0R TOFF OPOATION /O R POOM RmUCm AAMW 0000 UWA PA = SWU NOT K LEM TIAN MINIMUM 11FAA:6e MICNm ISM EACH ARCHER rm ON Tile eIDImNLNE. ,/••� , ••• 111g1011 tEet - owm OWAr AWM WNW 00 3 3 •HPNNMtea d,.1M 6N.) 3 3 tAMnA6 r1J NAPALM W1a (N 3 3 In AM^ BIBt MB $W INDITE! I/r V - t ,(r Asl - wo Ae tIL' f,r �' Aroma aeN)A' [K13TN{Fi.j 1 CLASS 1 1/I 1 L MAX TO a• PANEL Le"w" IT I (SEE ELEVATION IT ON SHE.Y 17) _' - _-� r_. r I;fr 1 1 1 Or C � i��i Ot751►IG IN7UIj)�, 1 OONCAETE KOOt .. 1/4.0 PANRMATE P11F3- •�-jj '� IrL �3y�� ,��FN��667PANNC�HOrR��(BEYOND) WAAi. QUIOMN SSCALE 3/0-t' MAXIMUM A.S.D. DESIGN PRESSURE RATING jp.z.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 1 INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 e S) Mo. AS.D. DESIGNANUAMn PRESSURE RATN (P A.I.) MAX"N ANCHORS SPACING 70N NN E.D. PER SCHEDULE BMDN APPl1UAl[ ro • �. IMNf1A1M PANEL LEMONY" •L' (N.) MAX. A.S.D. DESIGN PRESSURE RATING (p6.r.) MAXIMUM ANC7IDRS SPK'NID FOR MN LD. PER SCHEDULE IMUDWW/. APPLICABLE + LOW PAN& TAFM SOLSD-SET FIEMALE ID PWw 1Al1AC-UMW CALX-41/ TAKEN SOLO -SET PAWIAOITpSECrOd 2NMC-NNL1NLENGTH w m m m w w 1 cokvmm m -A- wilim T -46 1 J 1 ] 1, 3 3 1]• 1 3 1 Y 1 J 1 a 1 r 1 r 1 r 1 (TTIh13, a'-f ON LESS ♦46-ti'f +�-6e 1]' 1 J 1 • J 1 ' J 1]' 1J' 1 Y 1 ] lY 13' oPHEM ) 5'-f to L67 Ir Or Ir ,]• Ir ,r ,r it 1r tY ,r + tBDT,01Mi 1r 13• ,r u• ,r ,r Ir n^ t3• 13• WTMU) 1]' ,Y ,3' , ' ] 13' , ' J 1 3 I Y , • 3 13• 1 • J 1r,r13' TIP)Ir 13 ,1") 3 i] U 1J 1J' /] 13 J 1J 2 (110ROY) 13• tr 1r _Or 13' 13• Ir 13' tY!Orin") 13' Ir IY IY Or 1r 13• Or Ir +r 1]' )(COP) 13' 13' I7• tY 13' TJ' 1Y ,!• ,3' ,J' Ir 11 1/2 3 (TOP) --t7' - ---� 12 f/2 12 1/2 6 1/4' 6 1/4' 2 1/2'12 1/2 - - a 1/4' a 1/4. 3 (BORON) - - 7 1/2 1. 1 ° 1/4' 6 1/1' 17 1/7 17 1/ - - 6 1/r 6 1/4' 3 (eOTTpQ a•.... E'.. E- e' e• f 1• 1' 1' B' e' T In' 4 (TOP) e' 5 t/r a-..,._ e' 6' 6 1/2" a" ) 1/r 6• e• e_ • (roP) t7 1S /7 /] ,] tJ 13 +`.a• tY 1) t] - O IJ DTLSTTOA) S (,OP) _ _ (BOWIE)") ° ETOP) / eOR.«) e' IS' - 9' •._. - r - e' - 6• ._!'., 0' _ - 1 (90T�OMA)...-__-----_ 7r 1]'1] 1]• tr IS'_ - t!' , = ] _ 1]' i 3 _ -_ 1J' ] ' - tl' - t r ,]' t ' 3 - a 1 ' 3 ] 1 7 - J , r 13' 1J' Y it Ir 3 Ir 3 i Y 1 13 f 1 1, / 11t n (BORON ) 6' , • ] E i/i s a t/4' 1 • 3+43. 6 1/.• Ir 6 Ile j13 ,r � 1 3_ 1 3 ,r i ' 3 , J I!• 1]• ,3• 13 I 3 - - a t/r a t/4' _ _ 6 t/r 5 t 4' 6 1/4" 6 1/a' _ _ _ 6 I r 6 1 r 6 (sam-)Lim tY 6•U• 10 1/2 Irr r 7 112 5 1/2 IJ• 4 t 1 (10P a5.,. TO I4''-4' 13• 6' 1r 1] O•aOn' Ira , r 9 1 5 t/ ,r 3 t 11r ro '6' T' T3• 13' Ir 9 1/2 9 1/2 10 1/2 1 1/2 13' f 1 (907113m) IY 7 (/r 1r 13• 1]• 10, Or to' If* lr Ir 6 1/2' 1 (60TTOM) 10 1/2 13-_ 7• i i%i Ir r 7 1/2 5 1/2 13' 4 112' 2 (TOP) 13- 6 Or 13• a 1/2' tr a I/2. 9 1/2' 6 1/7• I]• S 1/2' 7 (TOP) Ir Y /]' Ir it 1r 6 1/2 10 I%2 7 1/2 IJ• ° 11r 2 (°ORGY) u• 7 1/i 1]' Ir _tr 'r TO' 1]• to- it - _ 6^ tr a ,/x• x (90TTOY) IS, 7• Ir _ 13' _ Ir 9 1/2 Ir B 1/2 10 1/2 i Ti +]• • //T 3 (TOP) 1r_ T I/Y ._ it 13' Ir to' _ tr Ia'- -11` _- r 13' a I/r 3 (TOP) 6 1/4• a 1/4. /2 1/2' 6 1/4' - - 6 1%4• 6 1/4- 3 (BOTTOM) -- - 12 1/r11 1/: 6 1/4' a I/r 12 1j_x" 12 1/i• - 6 1/4' 6 1/4• i (e07TOY) 7• ]' a' D t/r >' 3 1/2' B' 4' 1 1/T J' a 1/27 3• 4 (TOP) i i/T _ 3' e• 6` r 1' e' {' i t�Q• 3 Ija• s i/!' r 4 (10P) 13' 9' OF -1T .. a'. f 5 1/2' 7 1/2• a• !• IV e• ! 1/2• 7 I/r LIGROIN) 1Y t3' a 1/2' 1]' 6 1/2. 10 ,/Y T ,/T O' e' t3• a T/2• tr (3' 13' 10• Ir ,°' It' 9• 13• 6 1/2' 6 (TOE) I3 1]• tY 1 t/T O' i/2• O I/2 7 1/2' ,�' / 1/T 1(w�rW 1]' ° In' 13' 13' 1r To• t3• ,0• ,1' 11• I]• 9 1 Y sY 7 1/2' S t/Y tr 4 1n' IS' 0' ,Y Tr Ir 6 I/r Tr 0 1/2• 9 1/2 6 1/2' A 13- 6 1/2' 6 (TOP) a t/4• e l 4' 9 1/4' a 1/4- f 1 4• { 1/4. 6 (90TT!• SCE IIIKT 11 PON AN D"M FIAT A sPAININO FOR NWAUATOW NRI, PM PIPME 1 MARE IFIMNNA A*" %WOR ARID IWIWM E00E OSTAM NINE PIOVA7[D ON Ma 1104ONE FOR OLD Lffi T,1AM NIMAlm W W[pAE NmKCE NIL7IOR SPOM 6 Of WUMLYIND SPMCNO $ WA" ON SOwpAL In M PwLD11NM FACTORL FOR ,16S O.OKMN To R POSSYE. pop= SPACPq OBTAINED USM FACTOR SIOU NOT N UM TOWN WNMM SPAOM NORXnD FOR EA . A/AIOP rFP1T ON Its IIORINUU; ANCHOR 11}6 1/0. "Fiat _1/4'. OD -ma 1/111 1/.•. PNE6Yaf PUIR Ile. 2Am04MAN I/r. rA1M-N AAIRRN mom woe" ) 3 3 3 ] a ,n• 7 ,n AIENAWNM m/ aN 3 3 1/r r l f ,/r 3 N6rAAKe OIDJ ESN 2 3 ,n' 2 ln' 7 to 3 ,/r 4 AMK ONE fIBMU FACTOR r_ CIA - _ - ,n• OJI _ OA. _ -- 60e -- r o00 —,, W- ,m Im ;Ac •• SPACINGS ONLY VALE) WHENPACER StS USED. SEE it FOR Is".AS.D. DESIGN LARDS It MAX. PANEL WHEN SPACER N USED. A it e ASO. DESM LOW MKXKN PANEL LOAM 40 PSF OR LESS C-6• > 40 PSF TO 50 PSF V-2• > 50 PSF TO 60 PSF 5'-10' e MMX. PANEL LENGTHS ARE ONIX VAUD FOR INSTALLATIONS W/ SOLID SET ANCHDRS tw W/ SPACER AT 12 1/2. O.C. .- ... _.__ ---__- __.. --ANCHORS (SEE SECTIONS B ALTERNATIVES ON SHEETS 13. 14. 15 Ate)- _.._ 3- VAX,R-to/13, R-2A/13, R-S4/14, R-1 B/13. R-29/13. R-30/14, D.M.•02 . ' !"": R-IAW/15, R-2AW/15, R-SAW/15. R-FIRM/1S• R-2BW/16, R-3BW/16. OOrO _ I O 0 O o 0 o b -r- --- IIr ---r- - 1r� - F - 1 111 I I L/2 4Y-.WIC' SS. BOLTS 1Y,�1 t' (USE FOR PANEL LENGTH ! MAX. am 7'-61) I ; , 11 PANEL LENGTH 'I �NEGUU1mR STORM PAEI ,REGULAR 5'rORM PANEL 6'-6' a +40.0, -10A W f OVENI/IP RLIO PA/EL tEiNmll BOL / T) i- uFE SAt�I 3T-6' • +60.0. -4.o PtRM PANE . (W/0 ON06/I RRD PARR IENOIN BOLT) A APANEL LENGTH 1/4•0-20.1• �; - _ • _ UK 2At°ALLw•, wftos S.S SOUS w l AT IIIIr — - , L i e 1 j r I I C i 11 ' D.M.,Q• C' , PANEL BOTTW COR,IEAS 7 O +--- , )Efl - 3 EPIAP- - Of O DING NUT 471 L AT_�OR WIND NUr AT YT�S ]•'Mj( LEFT PANEL - _ ROOM PANEL S' TAAA: t NSTALLATIONS ONLY VIVA FOR WIND I. WN, R-11A/13, R-2A/13, R-3A/14, 4-10/13, R-2B/W. R-36/14. ,• Mw.�, SPEED Lw TO 170 NnPX R-1AW/15, R-ZAW/15, R-3AW/16. R-/6W/15. R-211W/16 R-36W/16. (SEE SECTIONS Ak ALTERNATIVES ON SHEETS 13. it, IS MI6). -. _._... __.-.......___._ .. 1/4' MAT. GAP LIFE SAFETY STORM PANEL (J) ELEVATION SCALE 1/4'.1• REGULAR 2.N7 -O REGULAR STORM PANEL (UN owulo--� 11ME wLrf) ST ORM ORM PANEL ' rr ,,LJ,,= •' • v9 I TF• Is: r LIFE PANEL : ! FLORIDA BUILDING CODE Non High Veloefty Hu cant )FOR FS ,,OR)DN : ••A�/ 1Aw• n,NEoo NON 21 OAOE GALVANIZED STEEL STORM PANEL WM s/ •........•G�11 SECTION A -A N 6N — IL E C O INe. GLOBAL PROTECTION PR�►M U.C.P2'1- {66O I.R. 11 6"W ,� M Nr, P,. F AI►YYM WHOM R I M,6. n. M . SCALE 1 /4'-f " �j I `G'3 r... pq m-n.. r. , w at-.m N Nlml T.I661-Tas nM trN.)66o-R/R7 INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INTO WOOD STRUCTURES i; W(�OpppDp /eAotll - _ WWO0OOS� IK/iDCR r-_ �WIRFA •c r-�-,� - REOtANED 49 TAPCON I 1 4 P rAPOCW •//9��a.C, �� 1wR • r ox Zl ;I Ijl� Y' Art ' LL aM�LJ R Su IENDM 6 I ' O III--SEPAlaiwN• L/2 j TO GLASS. �® 1 I` li I 111 P TAPCON I ANCN1m • a• O.C. SpTAGCERED w/ STUD IRATE WOOD y--T 1 { 1 MM '- I 1 1 to a I /•Y-2N1' S � iI .a �•aOO4 r� N , OIASSSO�J. i � 1' MANE p ,_ 6• PANEL LENGTH 1p1 (SEE EIit:TION II j ON SHUT 12) T z 1 Mn. M IPMIJY 1 -{ 7 1 a ro OLA° • t aGOI/r 1 I F .'ATE ro4) PLA7APC olsou cHw6 _ I 9' n c. M IDERED W/ STUD A•' wow ATE .oU RED WALL 1AMMIM sin, 1, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.6.I) AND PANEL LENGTHS AS PER ELEVATION ON SNE 12. CO 2. FOR NEW WOOD FRAMENSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N6 2. W/ SPECIFIC DENSITY OF 0.55 OR E'.QUAL. 1 1 1�v I r 1Nn 61 R ry 1 1 v Mine. 1 1 PANEL LENGTHe .: -_... ..(SEE E1LVAr4m 1 12) t � 1 { 1 ' 6 ,• Wn. v2 1 1---SVAIVOIOM 1 TO GRAM. ' 1 . So "1'1 TAPCON 2'Ar wow ANC/lgR • 9' D.C. PLATE REOUIRCD 11 tE000 LIEA'EN 1/{•► TA►OOM Ot •f°�D.C. V ,I e3ln r A d t7w� 1 i' IIAN. a. PANEL LENGTH (SEE ELEVATION .. __._..' ON STOW is) Q 4) r��• �� Id LyO YS can e,a, DA 1/10 TAPoON ANCIIOI • 9' O.C. (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) WK. A.SA DC$" PRESSURE RATING(P.0 MASIAN ANCHORS SPACING FOR WIN E.O. PER SCHEDULE BE" APPLICABLE 70 a ALAKIRAMA PAW LENMW art,) MAX. A.S.D. DES" PRLSSUK jj MANIYUM ANCHORS SPACW° FOR WM ED. PER SCHEDULE BELOW APPLICABLE to • t", AIANR/W PANEL LL - (R) TAPC011 SOl1D-SET ID I PLUSlAWC•MVL51 CALK -IN IAPCON SOLO-SCf PANDIAMTE I p(LM 2AIAC-NN/1 I CAX-N m m m awemwN m m or THEM NO m m m w TOPcaae eaLlMloN THE ass 6a ro ,r 11 1r 3' Y /T 13' r Ir 12• 13• 10' 1 3•-a. opt LE6 +7ro-t° +III,-1tu O 51 13• 10 to Ir 6 ,n' lar a v: 7 ,/2• 5 ln' Or 4 1/2 1 W-a, on an Or II' I 13' 13- Ir 1]• 1,-r Ir Ir ,r 1w I (worm) u• a ,/1- Ir Ir Ir a _ -,r TO. 10• 7 1/2" Ir f I (°OnOMQ Ir t,• - 13• 13• 13' 13• 13' 13• ;3• -;Y "13• ,0• 2 (Top) 13• r 13• to 11r 13• 9 t/Y Or 6 1/r 7 1/2' S 1/2' 13' 4 1/2' 2 (m►) Ir it, IF Ir O' 13, 13, 1Y Or Ir 13, 10• 7 (WREN) Or r _13• 13• ,r - 9 1n' 1Y 6 1/7. 10 ,/Y 7 I/r O- 6 1/2, 2 (Bor1OM) 13' 11• 13•_ 13' is" ,r 13• Ir O' 12'- - T3'_ to' 3 (TOP ,3' r O' 13• Ia' • 1/Y 17• f 1/2' 70 ,/2' 7 I/T IJ' e• 3 (Yoh 12 1/7'It 1/2 a 1/4' 6 1/4. 12 1/2. 12 1/ - - 6 1/4' a 1/4• 3 (wOROM) is 1/2-Is 1/2 6 1/4• 1 1/4-12 1/2' 6 1/4• - - 6 1/4• 6 1/4• 3 (110010110) 6• - y e• 6• p' °• B' - _. e' E• -1.�/��. °• .... _ IJ• _ 7 a- . 1!• _ �' _.._. e' °-- 4 1/r 4 FIEF).-. 4 (Borrow �,-_ e• Y -_ 3_ _ - e l l / ._a' - • t/Y 1" 5 in• - 1 7 .. r e- r 3 In' - _ 1 4r .. °' _ 4 _ -_ 4 tn' 5 1%Y - r _ 6 1/r - 7" 2 t/2' _ 4 (TOP) • (emom_) S I3• 13' - Ir N• - 1 .-._. tY 1 t(wOf7OW) - 3 . -. 13" --- 10 .. ;0 • 10' s 6 (COP) 1 ;r / a 1/2• 7 1 - n 1' -1• IV bTaw) --- 1 3 tJ• t' _ 1 11• _ 13• 13' _ -— 1J' _ IJ' - , 3 IY_ 1 - 3 1 J i tr 1 l lr I a / 1] 0 n 7 1/T 71 /T 5 t/r ] q• •• 4 ,/x' a (aDIIDN) (TOP) _ 1]• U' - 13' tY tJ' U' - S ,]- e ,/4' 10 1%N a ,p 1r a t/r i in• r a 1/at/r 13• -_ =- s i s 1/4-e 1 r 6 I r = - 5 ijr a ,/r 6 r) s L r - - 6 1/4-6 1/4-6oa a 0») 137 7 In 1r la• 10• IY Fr TO- a• 6 I/2 I TO +-O' Ir ]' ,r o ,n IF 6 In, IF a ,/ 7 1 • 5 , Or 4 , 7 I 70 13' 7 1/r Ir Ir _,r ,r LD 1, ,r 10 I. 7 T1 f/2 e• _Ir IY r _ I (aDTToM) _1 D' s 1/r Or Ir 1]• 1• Ir a• 10• 7 1/2' 13' r 1 (901TO6) 13' ) In' 1]' 13• 13• 10• 17' 10' 11' TO. 1J' a In' 2 (TOP)O'5' 13' /0 1/2 13' a 4/2• 13'_ -U 6 I1r7 1/2' 6 1/2• Is-♦ 1/7. 2 (T0� I o 7 !a 13- IO 1/2 71 i/T 6 /r 7• 2 (BOTTOM) _ 1s' r 13- 13• 0* 0 1/2 9 1/r 10 1/2' 1 1/2' 1. 6 1/2' ._(BOTTOM) 13• 7 1/2* 13• --tr 13' 10 I/r 13' 10 1/2' 11 1/2• e' 13' r 3 (LOP) t3' ]' S' 1]' IS' / 1 IS s 1/Y T 1/1: 7 I/2' Ir 5, 3 (TOP) - It 1/1•11 1/7 8 ,/•' ! 1/1' 12 1/2• e {• - - 6 1/1/r - s I/4• 3 (eol'TON) _ - -r - 3_- 4 1/x ,2 1/2• a ip• a 114 - e t%r a ,/4• ] (lDndi) 7 1/2- 3 1/2• w• 6• 7 1/7- 4• a' .7• r 3' • (TOP) /' 5 1/2- T - 3 1/2' S• �• 4 1/Y' 3• 6 I1r 2 1/?' 4-(T0� 6' ,r O• - T 7/7• 7 t/'I' 6• - f - a' -- - 6' - --_ _ -...e' - 4 (OOrTOM) a" - e 1n' - 9' - f -- 5.1/2• - r - 4 teORORO ..;1' - 1!• 13' 10 to q• ,0 1/2 1 t/x -C IJ'- r S Crop) Or 6 1/2• Ir Ir Ir - f 13' r l0• 1 1/7' 13' 6- 5 (TOP) 13- 5 r 1r 13• Or 0 1/7' 13' 9 1/2' 10 1/2. 7 I1r IS' or a (BOTTOM) ,r 5-1 -/21 tJ tY Y 10 1/2 I]' t0 1/2 „ a' Y T 6 (COP) -13' 13' 5' - - --- Ir _ O' 1 1/2• 13• a 1/2• 7 1/2• 5 1/2• ,r 4 1/2- (COP) 1 1/4' 1 1 4' a 1/4' 6 1 1' _- - / 1/4- 1 1/4' 4 (9OR,•' - 6 1 4' a ve a , a' 11 1 1' - - - - a 1 .- 6 1 4• • °a •ERR 11 FDA ANC1ta6 77" R VADNIS NOR 06DAIANOK WO WOOD "VAN K^Dm L • MINIMUM NIOtOR VACOM AND WIYW EWE O,iYAIL'6 AM M"nD ON TIES SOENAL FOR Lb LLSS nMN NAGmD ON $am" KO,AL AMCJDR AACM eT ,ALORIm SAICANO N"w oN aMNAE n Ilw FOLLOWING FACI°R6 MR 11011 OMOWIM TO K POw L OVILCED SPM['!16 OeYRm Lam FACTOR SMALL RIOT et LM TOM moo" P011:010 NAGOm MR LAW ANCItW rME 0. 71111 6wa0AL L�4Y L/P. tp9 T 4i 1/41 4/,r. A4910R THE OP00N somm-en _ nR1E0•NRMN . ONN-w WN,nDN RAGMAN wP/gp (RL) 3 3 3 3 a t/r 2 In ,alelalMlnR PAJ ] 3 PAY r 3 a ,/r 3 wRAAIO eBJ-Bp2.'_ ..._ .- i th' _ _2 tp• 3 ,n A +n^ ACIUAL t31R 9sBVID[ OLD.) LAOS -- - I 1.0 3 ,,m - is. - iA0 '• SPACINGS ONLY VAUD WHEN SPRIER IS USED. SFE TLI�IE 1 FOR MAX. A.S.D DESIGN LOADS a MA)(. PANEL W)EN SPACER VIES USED. Id AJI e A,6.0. DES" LOW �NPANEL 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF W-2• a 50 PSF TO 60 PSF W-10• e MAX- PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS a W/ SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4•0 TAPCON_-- 4rwIO ►CURED 1/4-0 TAPCON _ POUT® 1/4'0 TAPCON_ �7uliNO POURED 1/4.0 TMCON _. poS P'O11E0 ANCHOR • 9. O.C. - OR ANCHOR • 9' OCONCIIE7E OIR ANCHOR • 11OC - _Z`dPLTRTE OR NCRETE oN ANCHOR • 9. D.C.O C / N/CRER BLOCK ,// CONCRETE BLOCK CONCRETE BLOCK CONCRETE 6lACX REQUIRED. f/ : REOUMED. / REALIIRED. REOIIINED. k, - o �,/2• 1/4, y/� (,/<• / ln' I 4• r �, T/2• 1/4• [. 1l p FxKT,N4-0 , <Y-ia.t• E% „Ar•-sT GLASS.o. Iu t6 tr GlAyg p• t/1•P-m„' (._... ..e9 wNN N . /. ..ri t11eN D,ol Y 1 1 I 4 R I L / l / - R 1 •L' Mtn. ' R I 4 1 PANEL IDIGTH AT w P TH 6 PANEL UNO � SEC CIEWitO1 M 1• Wn, ON SHEET 121 F T _ - 4 ON SXEET 12) 1 i pD-SCPARA TO GLASS. R I L/2 1 I O Or L0.0 C-. � 1 E•D• f'� 1 L f Is 1 - --' �r I/4•0 TAPCON I1/4.0 TALON ANCHOR a 1' O.C. ANCHOR • 9' O.C. ID TONCRERO'IEPOU"� CONCNETE OR BIDGk RECOUNTED. SiGIlf�tl R-IA REGULAR PANELS - RZ`OIIOAEII POURED OR LOCK REOAIQD. - WALL WOUNTINN $¢ elaT1 11 ° 11 NATIONSNO nownowlFlw - • ANO FOR N6ISINSTALLATIONS elm emOD WARElt etnD6eL o 1elNw AYC11011 E+MCINOS AND "am IIe"m ocim pown (A3 3 •RMNBMAww IOP.w ON .NrANONNI dMIMP •"► 0A3 3 IDR D4LANCE AIE INDIOATm aN lWs a" 99- I % L719 FIRM• VOING oN It31[OWE am1IOE APrAION sPA3w 7 9, WATMl1610 SPAQEw 9tOrN NN tOINRE OF THE roLLOOM FACTORS AMM ONE orm i1Q /ROTOR , 1/Y •J4 TOR TIR CPEAT1oN TO K PaNOLL IW&X[D SPACING MAP" IA= PAcrom SHALL NOT R Los T1WI MNNIM ARCM NwCARD POR EACH AIRTIOR ,MAT GN iHS 9C11EDIE7. , _ _..__.__._. _. - am .. L 1 - �- 1 O 1 O SFPAMTION 1 1 O.,• EK -T TO GO 1/•Y-70•t' 'f/s IA/S •F' - R 1°uN oa s-� N I I n , e M 1 1 1 L iwL 1 n ' t• MAX. , N t IPANEL LENGTH (SEE ELEVOLMN TO Or PANEL UENM I (SEE ELEVATION 1=NTT 1 ON x) N _�. _ .I ON SHETT 121 �AMTION I R R I.. i a ro oLAss. � L! E.O.• f % 1 i E.0 ED t_ Lr ED 1 /' �S ttOlayo MS 6Nr, P40/ CG 1 ✓ ..._' toAL�y1O r). FPLI3 TIRO ett, 0D f /•, •n, o.c �'.._1/4'41 rAIPCdP _..I /4"P iAPCON PA04 R is 9. O.C. ANCHOR • S• O.O. OR OR -CONCRETE OLD= CIE KGUUR -PAN" 0 Li .-.�"'O'7E BLOCK"Ea REQUIREDCONCRETE WALL NNIININN.- wuLEMOUNTINGS INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) INTO WOOD STRUCTURES �yp�ppppp NuD[9 '- Ali ��pptppp IluoeR �GUMED ..i- II IffaUNED '� i I 1 r6 rAPGOR i I _ 1 4.6 tAPcoR P o.0• : • 9- OL. I! - 12 IRE. I 1 I 1 1 LL ° I 1 Es Glh4 a • i asW1AP- N 01 wratma4ASS"-'M 1 11 L L PANEL LMAX 0 u 1 PANEL LVICN1NIA: R-.. - ..-->�--- 6• SET.ELFa1GT" 1 (SEEM M112) ELEVATION R 1 [LLWITION 0 - ON SHEET 12) n 1 � ON y11[ET 12) •____,�.___ _ ;:___- ON � r a T- 1 R I n TO GLOSS. {.✓ b R ; -SEP � -- - V M 1 _ 1 1 1 .. 1 1 I ,.\ I 1. .._l_...-__t �O- _ L _.) m. , I i t_ W04.4 i �!I PLATE PUT; REOWKD I NIL yl 1/4•e PArIRWTE PLUS REQUIRED 1/4i PNIF3AATE PLUS ANCHOR • 12 In' OX � I ANCHOR • 12 1/2' O.0 a SW PANEL PI"I,IIIIINII WALLNGS l✓ �,y�f 44157 FLORIDA BUILDING CODE Non ITT h Velocity NMmoon* Zone am : * TEWW, * em M Pik _ R` T. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. ;�•q STATE OF 24 DACE GMVA16ZE0 STEEL STORM PANEL CRnN OF, 7' n/6/n,v6 DESIGN PRESSURE RATINGS (p.s-t) AND PANEL 0: FlOR1� � ='•'=y L PROTECTION PROaICI�S, LLC• --- _ I L E C O INC. wL ENPERlG1N$ AS PELEVATION ON SHEET 12. .ew 1-r, a Eat 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD tS/ONAL �'� / : RIVAL A. 3.UP ,r MN ,�R,�ye� uM%�' ti � L7W m-W" PNOC. (q.)ae-7e•a nR (wNw-5m 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC MIIIIINNNRIMM / M„-. ,- FIN....- DENSITY OF 0.55 OR EQUAL. oL-o,Da10 w tr °ii011• Il 60M/Na1L4T1Aw'lOATR IG A rl A., V 1-WII,A W N L, N 2 Q 0 -� O CCU -Ep U V O a^' O c I- O W Cv O O CIF O u- � CU > .w Cn -p N E O w +� O a- CD -0 .C= vJ Q M )� N n C= ? L.1.1 C3 O CS C m L 7 N i •O m ]K tv rD L, E I= o � v• i " 3 y N � • U N C to y 13 17 Cam• R' O d La „ Cn Cu O CL U p U ■� '��/� v! Cu L11 Q Z Z Q J IZ SHEET NO. SH 1.4 III 1 I 1 11' 1 EZ1/le, u W/1B ANCHORS - -- -.(SEE SECTION Qt Y luroeuThvE Q7W ON SNFET ta)_..._.. Mar.-- P OIL, {,E7'27,�9 (SEE ,• Wn. j)(SM NOTE 2) R'J� NOTE 2) �14X 1' SN.6.1 /2' ESN [E1N1DO /f81 ALUMINDM raw +LAST PANEI.Q TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE d O O O _- �_'-1 PROVIDED w/ REAR HANDLE TO FACILITATE INSTAL1ATi(1N IF INTENDED 1/2" O Cr_.l_ TO 8E INSTALLED FROM INSIDE (Y STRUCTURE. NI iTill 4) 5 uni[c L. (' 1. _ s• ..1 (TY9.) NOTES _I _ .,._.r.1%_Y_ .. 1.__.rT..rT_r_r - r. 'r-+. ,_r.. T.-r-r--r -� -1_ T I I or (1) : E-Z HANG 5rORM PANEL SYSTEM (ENU PANEL) ("M It R PANEL) 1 (INTERIOR PANEL) (IJTERIOR PANEL) 7 I (END PANEL) I MAX' ! C NG OF PAN L + Cont. TRACKS TOP Y BOTTOM. SEE NOTES 2, 3, 4 1I I SEE NOTES 2, 3, 4 e'-o' (2) END PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM IRACK IAAM_ OTHERWISE A STOP BAP(E)SHALL BE PFNWED AT TOP CIF SUCH IWIy�yII PANEL LLNGM PAWLS. RI ; IN._I -� * • 1/ 400 R.•r (3). If END PANELS ARE. CONNECTED TO BOTTOM TRACK. CONNECTION I A I IMI I SHALI CONTS1 Of 1/4•e--20.3/4" M S. W/ 7/8'0N3/32' WING I - yyLT6D PANt15 W/ 1/40-30.1' NUT OF 1/47.3/4' Min THUMBSCREW INTO TAPPED BOTTOM , I S S BOLTS wJ� a EA OVERLAP TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO VI (SU SECTIONS A6 APPLKARL) EXTERIOR FIAT r1ANGES OF END PANEL. � L LI I I �. (4) IN CASE THAT END PANELS ARE NOT CONNECTED 7U BOT70M _I._ _�-.�...� �.�.� �,. T _ _ -T wx TRACK (SH A STOP BAN C ONLY USED AT RAC AT INA51 TWO SHALL 1, BE CONNECt7I TO BOTTOM TRACK USING SPECS 114 � k� fj!�!j... INEUCAS ' INOIGTEO ON NOTE ((3} ABOVE. IN SUCH CASE, CONNECTION OF 'TRACK L J 1 c�� 1 J 1 L 1 JJ_ L 1 JJ1 L1 1 J J_ L 1 J J -_-_L _ _ __...) PANELS TO BOTTOM WY OCCUR AT ANY PANEL LOCAMN. SCE N4 . 3' ALA• 3' MI :- /' MI !SEE �W/(•Ii, :SEE I' W, t INSTALLATIONS ONLY VALID FOR WINO 3 1�I5 µG10A5 won 1 SPEED UP TO 170 m.P.n. ---- - - �-------(5[F STCTION E21 A NTFRwTNE F21W ON SHEET 18)' - - E21/t8, EZ/W/I6 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (�) SCALE. 3/32•-1" �' TM7'(16N D.DeM Ir.' Mm. .rJ' I�` -1 lea€ 11NSiY) 1 : /i MAX. OAP SECTION A -A , ,,,Ha rrT....... �F�P; • 9 FLORIDA BUILDING CODE Non HI h Velocity Hurrlcons Zane .44167 n . N` 24 GAGE GALVANIZED STEEL STORM PANEL .Q STATEgr IL ECOrrc. AL PROTECTION PRODUCTS, LLC. ergFla P'•. wm v 51,531W O �iDRI�►' �� •• >r a 4► a ,P�.Ir 4Nwgl n mr D+11 rL 20-175 FF: •''(7 / ,NIOM. rAC (W7�■-fAT 1... 1]q �-'•P" IMIS m-rL, (06411■f-1fN6 y ,r COMMAND - INANr now/wn rNllDp1111 IQ A. 1■Ut M.. P.[ 1ND li rY Pa M ENGINEERING ENGINEERINt3 EXPRrense PRODUCT EVALUATION REPORT September 15.2020 App/otlon Number. jjp)Ip,1- R2 EX Pfold al Number 20-31543 Product Manulacturer All Amman Shutters and Giasa Manufacture Address 1540 Donne Rod YVesI Palm Bach, FL 33409 Product Name 6 Description, 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation; This Product Evaluellon Report is Wing Issued In accordance with the requirements of the Florida Department of Bummu OW PrdsswAmol ReguNeon (Florida Building CDmmlsuon) Rule Chapter 0102D-3.005, III for statewideW acceptance par Mothod 1(r0. The product noted above has on tested and/or evolusted as aumme tradl herein to show complance wish Me Florida Building Code Sovemh Edition (2020) and It. for the purpose Intended, at kW eguivalord 10 Mat required by the Code. Rid-ovoluatlon of this product *hall be required following pertinent Florida Buildnp Code modl0ollons or revialone. SubstandetMg Dais: EX drawt% 02041543 ONW "249a GaNeMzed Steel Storm Panes (HVHZ 8 Non-hVHZ)•, sheets 1.5, DrWWI*rd W Engineerig Elpress, signed & aabd by Ftank 8o inardo, P.E. is an integral part citing Evs Report. TEST REPORTS UMfanin static structural performance has bean issued In accordance with TAS 202 test atandaMa per test report(a) OBT-ASO-11-001 by Bleckwatm Testing, Inc. Large mall Impact resistance and cyeec loading pertermence has been babel In accordance With TAS 201 and TAS 203 tau standards per test repor(s) S13T•ASG-17-001 bV SNid(wslor Testing, inc. Structural engineering calcusabonw have been prepared which evaluate the product based on cornporaRlva and/or raaonel analyse to qualify the folloNving design anent: 1. Maximum Allow" Spans 2. MMkmum Allowable Spam 3 M ISH inum Glass Soperetlon 4. Anchor Spacing 160 SW 12'" AVf Nift SUITE 106, DEERFIEL0 BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396.9999 TEAM$ERGINBERiN6Exp RESs,COM ERGINFIRINGEX/ides S,cOM u •.n �� i r•n IIIJ Tyre rn K ul ,:PN'iur- 1 rr P7' Ye MV1!"Nl ..r"_L. e•/LTn _I enl•u r:n L L� rL-R 11 ] n5 11'T. 'ID• N >nl Onl r lvno ""ra sl •e wlu_ k .Ix.N sl w I, •rr•r x� v mA S,rMI Ip I(� . t rNW�+ ENGiNEERING Page 2 (if 2 All American Shutters and Glass - 24ga Galvanized Sted Storm Panels No 33% Increase In allowable stre as has bean used In the design 0E this product. Separation from glazing Is no( required for Installations outside of Wind zone 4 and essential Udktles. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Gated ted roport(s), and Is accounted for in the origin" design of this product Wind Load Resistance This product ha been deslgned to reeler wind bads as inMeafled In the span sehdulets) on the rap lohNe Product Eveluaeon Document 0,9. on~ng drewing). Installation This product shell be metalled in strict Compliance with Its respective Product Evalusaon Document 419 wi(pneedng drsEWng) along with all components noted therein. Product components stlW be of the moMel spooled in that product's respective Product Evaluation Document 0.e. engftneri g drawlrg). Lim/t tons & Condhlons of Use: Use of thh product shall be In Strict accordance with the respective Product Evaluation Document (L* engineering draw ng) as noted herein All supporting hoer shuctures Shall be designed to re Tat W suparimpocd beds and SW be of a material Mud In this product's respective anchor schedule. Host structure conditions which am not accounlod for In list product's respective anchor schedule shall be designed for on a sheapectMe Web by a registered pro}aslonal onginisou All Components which are pomlanontly hndaMd shall be protected agairnit corrosion. cemamnadon. end other such damage at W 0mso. This product ha been designed for use within and outside the HWh Velocity Hurricane Zone (HVHZ). Respectfully. Frank Elermado. PE ENaiNEERING EkPRESS• bP F0WS49 I Cen Auth. 9855 160 SW 12" AVENUE SUITE 106, DEEa P1ELD BEACH, FLORIDA 33442 (954)354.0660 ((866) 396-9999 TEAM*ENOINEERINGE]a RESS.COM ERGINhe NIERaaESf,COM h I i c: •lam ru'vrn' . uoI _L+ss •vnc CE+ 4 .: iv - Nat n _.4IIVL_ I a'JI . IE •„ram •'I N b " ' Y� 1 5� _T CIY1'lM-CN _ k'f c ryry T• I: T - , H•c :-,1 r,N•--3_L':A/r ia>i N1N•. ,• Ly Sr v _v:r•A_:�Y{:9 ,. ITJ^• H ,T' . f.K] 2rU x..r MOT,.....,) <CDAN:7nL0011 NOUM XLTION a.vl�li n 'J• 1'v. rrJr7 rcrr VUr IV 11 1.1 L 17 11 _ �, �. 7 r I Y-f F MIIII NII 1N111N rl-11r {IN YJl III WI' �LL • NL. A. .WI"1 5/t4rELc r;c HO.L A. �v a:v1:�i wAII MOUTH &CTIMI �21T-ET7�TZ� Las :.'uil�yp.i .,.THIN W rrlT.lrIST '.n:turn l:L•, � iT j R■�yy• 1 ` , rc r. -.a f A M_ r-:ff- - /;IPI•:'A11= k ;r. 'i •T3rL •n:-]Ix', ""(c.'r-w,l.:: u.� -ITTITIN ,.w. M,. vNNv c xn W 2R:,:n*.ram v „ KTrA r-.M'F.•T. Ice'• •... 11•+n,-, ••1_h.0 ;'t4eEr -;'. �i'o :ins n / ,n:Ys nb.mm�n -.rrl •x L Ir1r •errs 4 µr-�r•�w' ,,.La x; r.n l.nN. •.an _,x-rr;X NIv. !N)�awzini"i�r-r.`•�' n9yy TR6. A1V'Y �;1J 1' I AFL J'• 1 t-t :Y I1M:I/oPH2 Nm.,-3 RUN I ....0 It IN1illN.. w.... A .' It INIYIIIN....... N .' r41 M��r�i"Ir "aTfh.''Th tif� Y JI J H[•tr /\ OPIIiHN'i0➢/BnTriM c1asDRE �A�, 9 - 1.11 liJ. I =NI Lt.M C^ a�tlL•'T 1E2 INSTALLATION DETAILS FOR INTO POURED CONCRETE. CONCRETE SERIES 2000 E-Z @LOCK HANG STORM PANEL AND WOOD STRUCTURES T. n _ __QdS11NC POURED I _ II CONCRETE ROCK CONCRETE ,` -�` 1/4Y TAPCON iNOEIOR el . . Ip REQUIRED. f/fir .,.-__.,�y % •, 1 //4•0 TAPOgI S �''' - _ ____114.1' MEN HEAD TEN /, WOOD NFA;Dfi,R I 1` J 14.n' ILEA NEAO TC( _.. _.._. ._WKV ANCHOR fY O.C../� SCREW O,�/ 4' FROM EDGE a<11.1 REOlX11CD a 4• FROM 1 ® EDGE OF 1d J< 2' I f tl 0l■Olnl • y 1• Mni 1/2" N 1 a i LYI M�OTO CLASS ] 16"R Por, I t• W EN 19-1-mP GLASS,/:1� 1 Y j ALUkW" POP RNRI QA� a � \ �. 9/4^•-furl• p -_ .---.._. _.�-__._�:.: r- .. D" i - .___ _ -. _) vN1A L�' fs 60.0 N y MAX.LEN 1 - iS e0. uy ; I ELAN _.... LENGTH i .. t PANEL6l _ GAN t IIIEEE�� + . 1 e 7" Ifn. i II_SEPAM 1 E TO alASS. I - O R n" Mbt R�-"EEPARATNM' I 1 . _.1/•"B-7A=" 1 T{IpA&4CREW FOR p t SOa N TO GLASS, I OF 'L' 1�4 a ` _TNU•~a4CItEM or V I . y I �. 1/2 '.. 1/4.0 INDOOR ANCHOR ✓/ j • 12' D.C. 1/4.0 TADOON ANCHOR a 12" O.0DR r _ -._.2.4' WOODRED PLATE •COcBE BLOCK ._ RLWIRED SE SCALE 3/8-1- SCALE 3/8w1' S,H/14111NN1 ly�rGK A: TI([I�✓ JGEN�r • •'� FLORIDA BUILDING CODE Non High Velocity Hur.lcana tone hum yl MIN. PANEL LENGTH FOR SHALL BE 2'-6" 0. 4 •: * °am° ",n m. •c 14 CAGE OALYAIMZEO STEEL STORY PRNEL f e' OR"tl' 1. INSTALLATION ARE ONLY VAUD MAN. A.S.D. DESIGN PRESSURE RATING 4/- 40.0 D•*-f. AND 6'-0• MAX *.' 1F qq STATE 0 -- 11L OLO & PROTECTION PRODUCTS• U-C. m/27/mx PANEL LENGTH 2. FOR NEW WOOD FRAME CONSTRUCTION: W000"O�: "to RIO R C O INt �� ,.. Moo SA 61 gum 4 rro MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC E ,j9•A4ruAVD.rt veo'- W14 r.r, . W >IM.. rro, uWl) m.,LM FIIPI: lWH)♦!-7aM. MR (9MIM'lFrr 20-175 DENSITY OF 0.55 OR EQUAL. SNOfft4a FNNI ^ DRWAAO IIN1rtRc*-0N .c wt■'I 1B ar e �ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZ) WIDTH UNLIMI_ (PEAUR TO PANEL SPAN) TOP MOUNT (CONK Tvp, TYPE JS RII SECTIONS BOLTS. WITH WASH 11 RED WINGNUTS FASTENED a OVERLAPS O MIDSPAN (USE APPROPRIATE SPANTABLE) z PLAN VTBW T�� BOTTOM MOUNT (cDrJN TYPE \ 1 -• REQ'O) R0391" / MAT BE AT i _ ,�,-' 0.375" C BOTTOM 2 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S ELEVAMN TOP MOUNT Ln,■. (COIN TY AS REQ'D) (SPAN ABOVE TRUCTWI BOTTOM OIJNT j (COIN TYPE � A5 REQ'O) g -�7B6TRUGTIDN (LOCATION MAY VARY) � IH SE 7 TOP MWM N Y� (COIN TYPE AS PEQ'L71 BOTTOM MUNI (CANN LMOX (SPAN BELOW TYPE A5 RmA o) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPnONAL)4'-20 S'iITCH BOLTS WITH WASHERED PROW DIED THAT CONNECTIONS AND ANCHORS ARE USED WHlt7'I SATISFY WINGWIS FASTENED SPANS AeoVE a BELOS'J OB6TRLX:T]ON, OVERLAPS 0 MIDSPAN CUSE APPROPRATE SPAN TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 W IJCf PANELS MINIMUM STORM PANEL S(FARATNYN FROM GLASS 1 NVIIi werD 2oNE [ a ESunnAl FA01ITTE s ) MAXIMUM DESIGN I 1 51AUA rITALUr' SGREAI A PRESSURE SPAN AitM.1 THAN 30' ABOVE ORAOF IHAN30 ANMVE GRAD I (PM') _...__... 1.1UDM 606 716 1-3i 190AM dos 2i81n N/W ( 130X1M 6064 - 2161n •/411 1 UUDM 6,06M _ x-161n ' Atl / j I30.0 M 6.06 M 1.16In . SS / 1 M6M 60n H 1.ISM •/TIP � Ulm 609M 7511n 1 In _ _ __ -6. 11M -_ 7.77.In _•/-65_i_59a / ]0 - ___. 6.1J M 7 it In N/-72-• ]: 0 ut 6 131n 7.9a In SNAN S:&H UULt NU I t5: I. ENTER SPAN soMmul es WITH NEGAnvE PANEL DESIGN LOAD a A R FASTENER SPACING TO MAX SPAN,US H ULE IS ACCEPTABLE ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. "PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F"-TRACX, STVODEO ANGLE, ETC.). USE 6.25• DC. PANEL FASTENER SPACING tA*LE VAWES FOR ALL'H"- AND'U`•HEADERS UNCWDtNO BUILD OUT CONDMONSI 3, LINEAR INTERPOLATION SETWON LOADS IS ACCM Mt. OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION MOM THE O►ENING TO BE PROTIECTOCI 7. SCHEDULE IS REQUIRED FOR USE WITH PDSIMF LOADS ONLY INTERPOLATION BETWEEN (DADS 15 ACCEPTAeLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASIA WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS ROQUIRED, "°M" cA `� r •-=; MAXIMUM ALLOWABLE // ' F`q"� DESIGN PRESSURES: ,N� , Iti:51' •0•f S�,,C D AS NOTED IN DESIGN DESIGN NOTES: SCHEEDULESLp �x FO�RRUSE WITH THIS 5 9TEM GN PFt1! SOEiERMA D PEk D SSep'EPRANTe @EN�GIIpNEg, 1 IN pD�A((Ngt WWIITTHH THE pETERN tl FLED ]N ACOMA H ALOE 7 ANO CHAPTER 71 t 88 1EAE9EQQof THE FLOREOOA BU11.Dt CODE SHALL aE LESS THAN PRQURRE EATYN VALUES J NEGATIVE D SIG ANY * : <>mill OAPs GENERAL NOTES: ". iV l 6 SPECVSCATfOgNEHAS BEEN OES NEDE AND SHA eLL E FABRICATES M EgkNa�cLo pE� ust"Ert°eAroO ^ t rRN�j' li),•a W :B°T21'H solnWo2N(N(201ep5 FOn o�u•1s1oE OP�J7LV 'M 201. 10i AND YOY IEfT PROTOCOL$. CONTR/Kfarl 6NA1-LINVE9nMTE �� P LC G1RV% HAS BEEN U JEO IN THE IRD FOR THE PROJECT (D ITS 1S UAFAfUR[O*MALL 11' 6FONL1 6ES 10 THJB OEs W U S10H 7 pl IN G CONnUCTCVI. Nm11 IMHa SMALL BEN UIRBp IR Q ` Tit 'r 0R ePANS CA e0 LIERNA SPAN CN.CUUTION9 A6 Ltj,' y B7 a LNeM ANO DOES N01' PROVIDE (((QQQ///[[[33} 4 B.' (DELI y 617E CAppNNryDpp1T110N6 OIPrERENi PROM IONS CEOSOCUI4a LLI YO e MPS IaISE tI4 NatBTBRED PA FFeASeD ON MAXIMUM RST•ED q'M�gAe ppRDeS UNlISS FJOTEO 1tJM-eUTED OR bTNe W36E HALL COFI►LY WVyITP1i1 "9RPECTttC/IkLnoNs ;Ty �• R,' A T RALUN1N lIMICTAttON, ,WOLDCA COU.. a ,IST 45TN A61]1TRilCTURAL9UALITY FYiEf A MmiNUM N51. eE60f7+T6 WK2NVMALLOY. U;a TO'ATlRCHANDED AS FIELD OUNTE3 VERTICALLY OR 1 SHALL BE EMBEDDED Tb Q, ALL CONCRETE ANCHORS PER Topp'NEEBVVIuEEEIATC OR FRDT6CT ALL rN.1PAtES 9TRUUC�CT7'UURB�ALOFSIHY A6 IN 6Y L"OMTMCTOR, a1• •I. N47MeL ALL. CAST A QANAr63 ld, 6 0.2...I-H G jjp�OH MATYIUN. ION BEYON D THAT &FCOI COIDES S I i RaICRAL COO65 A FROM MAIN, NO ADOM15AAL BR NAaKIIIQ ID THIS, OOCNMeNT 'WAROO is IELPD'WIn1A_MW1N DRAM OF CI) LIBEL VISIT ECALC.It]81W3 ■ S'��. n:R'E- T'�'fl_ CtAr.T r o ■ •g1MR.WierYllrl...b,WRU1'J11•IR-�]M9r'aT L, MINIMUM ALLOWABLE SPAN SCHEDULE ,.y mumflulml Sriit+c�iE mE�J�i aiEE7�iEEI�iEEs7 7 T• �1ISL7i:r'T.�C1i "EE7E3ELiE�7E.A1EIi[itEL1E�E,'�' i iTtTI"TFZ:. 7 EF27E-:17 F.SiRRt:iE7>iiBIE'7E'ri18:17t11i1E�1 l� i?iE�E�E�tyJ[:58E.iFrIL - iEt�i©.[3 [i ti Ei E 3 E.T:i E')i E7 E7 n FZi Fr '� F3 p E�JE7i E�[?7E�. �ELiEL7EriCiI E«�iEiilmli�iE3&EtQ1i1E_iiEc�iEilipliE"°7i ' � iGL7 ELa1 E..Ji EJi E.7 T G� E.7i tESlil c tJ E;/ c [.ii *4 *;A l ( I"aW .i ttM OII eonoN"awl IPWGf .2E5 N,nN t.r•5. rATR ILA TAa r .u04C AXI NOI PrIL Ir5 0 r 4L CY nAW M I IR 4 1 WI n ENIiM 1 TlAT(A 1NM nth, Namf 1q1 l NO RDAAAIION ON WAS E2u RLO a Y4rlfl l R aerlcnvr Nounnna <w4Nwnr1N uuve 1 Lin I ,AN] rat NL WI9Dn9I1 Nau"tt IN TAf11I, no WHIM Slt[ CiOLI D Y1 NOT CALISURLT rqU i wl,N l 1 r-1. 111G C In.MS I• D Mw A wlc I LA PIR pR•`AMD USE WII OOV ONO , 41W f A nwa UN Ol swL TAAr! AM 1R ro AptN 11q rWv1N w wR•KM etft(1• erN.51 ALAI J49R,A9wrA. 4 r7fN Wl1n PArIM 14fIr eaa w 37 Iw5. OA a !3 3OC . NMU!9NONE IR r arniMw 0. N a01N1.13 • A1U i17N1 rF• . .' �NIY WII,IIInG CC91,MIn(n SNOwv ILA THEE\ iM997rIr1: 1 L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. ADJACENT P AXE. Jet rANU 1NSTALLII+ F NTlAIDP .Or+l L p^fi•1'ss Slplw4tn eplr CN 14X'nIM X1rRW T,rou M' DIA NpLt W/ PN NVT • WA[alL9EP WINOhIIt aN INMa 4KT sicALw to 9vi wA�IM 1116MR • Il1f 0.0 V it3NMECry eVNCN INU9M ushlvl ro uIMLtM rlNwtl ■OrTON NDU (CONK rY.f As .r001 IIHNY CONK TIM AS RIQ'0 •Pl ,ryU cONCNEIF 1 1 (EN6UAE 0 1g4g 4T r,.4ONGA nk Na. o. IN ANMRR YNU„ 1. wUgl BIKING "OO T. 6YMuA "T wTWY .4A AOIA'DI 10 ,A.es rWx1il /L10PTIOKAL EGRESS PANEL DETAIL �lIHTERIOR FASTENING FASTENING .1.01 4 f-2.2W.- 002 0: w' 2i9a" Alain i 25p D750' a i > P 124' u.d '--0.094' 1U1 f 0 629"D.094] - r 129" O, LZS" $ JO GA m �OG94" Ij .094" �_- ya7120n "�j TYP. M TYP t$ T ^g G -03 0,094" N 06T^ ,DH` ry A q i 0.062° S-- T^ LT930' 1:93D° rv0• D,Dglt ,175F•� I061" L.35 I 2.DO GO((1"" IOIYP3. 2,tR0° I li:aM=9 2.1)7A 250" -1 2000" I- 2.D00' I- ,�Dlu .121' _-• 1, 180" ra.'H• MIADER �,^U• Ie�pA WI.aO-oUr V• HEM I 3MO"MAX. it 0.313' 0.�1 pp" 1•I' -'+ N�� x G..' 1.960'I--I1.560`51t1 0�365" A S� O'376• I,C'04gt 03760,,L_.[2.500"PANEL COVERAGE L. 1- """rri ++a+++ PANEL LENGTH ILA �.-( LW 1-0.545 I 0,5 4150" r0.090" m cr A PAMEL U owetrfoN {0 s� IIAeB 0089" � 0,0P 'f 0A90" a09tl'v..R rn is° I Q.21s a 710 R0.13s .1D5• (n TYP TYR 2'(�-.-U,700" �'aaD-d17 7 TIIACI( o-"P mACX �•a'F' ANOIf - TRH Dim�C mAca WI T 0,457" I I G3 •11 1 0. MN. UN ( 0376, 90655" A r ea•Ln: .. °1Q �f-T AY Ytl� p d' 0 ,R '' r- u,L., , W �•-].OM" 0T.1y2p5' J sVTEnr. _yli �r 1RA13( Iet1EN0FL1 � 4� 1r$��1 l3` 6 ] n n-cNL � /• AIIdE - •iJ jd y 1=0 "VYTVYIC1YIi:[,YURP. y IR OVERLAP [i TIhC(17.I o11 Lvf:ul Ili Q B[ BCI 4' Act X. ACPfjNRj fAINIUM MAIL 1 tlllABe'-J ernr. nv;I9R4 Ixuu.tulx'. v . x., rn..•N._ ._ tit 44x- nsraunJn BUILD-OUT]T Nrr a ♦ r, Nr D1sTAnCEce I r ^r r +Pn• i E'r tl r rr ,-aV1 • n ry r* r / 1,000' W Nw : _ JE'I l:' TaY:•:IL'�T ry, .n .y-f.ut•I t J 1•". tt J ' - " I EMBED nl, +i: Tr "1 Clt mice IJR11x9 IJ 9 W B S.DDO' ' 7 N 4 x-r .,_• xrr- N s r' - 7E11 CWERIAP uJI •4uw 362D y A' M'AX.NII� Il-III NIKIN - )f4 II. IrIM _1.5DD' H - �-25" Max •YATXP;"1 iJTS { IITB T •a ll4 ) 'CAA 'a.4RtY MIN aO��II r.n-RA +�>' 4• W.X. I MIN, L.• o u �i .r7 T•1' u' � �EMSED' • Lnu1'n N N L' /\iP�.P�IWNi CLOEIII,F DQAO „VIR31 IY rn ✓:r f,f 1��w �� MTa ANCHOR SPACING SCHEDULE: 24 GAUGE FO NELS. PANES_ FASTENERS 0 12. 5" O.C. 2 " E EST i12 ( ANCHOR FRfaasas t U .'.0' I -10" C4C, TYWf •L [ CI CC2 lY1! Cf G2 C7 C4 OO C2 T'7E C C2 C:3 04 1B,L CLX Dm �/ ED o[wuT Uk"W oll 1 1 n.•i act' re.:�]r. 1A • J '/ 7 60'14,T • 9. 9 12 5 7b. 0' 0. 1 2. 61 1 S 1 911• 60 A1' 2 1 ,S 1 a' G 11•D' " 3d.5 J 8A a f' S.5• I2 S' D" 6 t.1 S. 3LS' i2.r 160' 10,3" 1e.a' GT 0.e a.]" Il.i' 1 3 ' 1c,6 6 0" t' a l" I4 S " li.i' 1 ]' I,,,- 6.1' 1e.0" G7" a4 SAP 12.5' 16 a' 1" $.4' lid" b0" 5.4" 127" 16D a]' 6.4' .14 MN • ] / ) ofNNT UITMCOn 41 4 SF�� Si 12 1]. S' MAY, /act• iE W ] f' S a a •' l .tl 12 a-, 1 1 2.5" 0' h ' I6 ] )' 6. .9 L ' a a S 10a I 1 13 ] Y0. 0 11.8 ■.5 1 2 1e a its' 93' le 0' 1 1 t 3A.n" S] "• AA ]I 1 la ' I D I 32.5' 160' LD" i 0.S 1 S' i 6 i�0" 11.D" 0.5" 1 LI' lf,0" .B' Il 99' I a'T/ W'INNYII I (( /I f NL NIM59.110 SR 42 46 SIC PErI"FL I2 �R� '11.1" 1■a' 1aa'aeN 13. ]" 16.e^ 15. T"' a,4" lie" too" a{ tl' 1 1.9" 12.T' 14 0, 14a' 1a.a' 1 •S" ]4,0" SLa" 0, " 1z7" t.0" 1 •3 SP.T, 11 S' 12.15' .a, 6" ]A 1S 1e.0' 14.4" 13 Y 12.11 12 S• 12]" Ye B' id.O" 114' ILr Ida" ME' 12 5' u 4^ 1 .0" 22 S MW 32 •. LOW' 04" 12.5 1 S• I. I 5' ME 10.4 V TI fl 4e S^. b i 1 a ILr• 11.0 ]6. Se.a' iG0" 1 1e.a ] I 12.5 ] 0 10 A^ 16 13. T' t o 11.4' 17.5 11 S" 140' 156' 11 11,1111 11.5' 16 a' 1G0 14.1' S 1" le 0" 5.31• 111•' 42 a" le. e' 133' 117° 1 zs• •' 6 1Go 7 0 1a 0' l 2-S ss a 1S s u.r l i s 16 0- ]5.5" 1 " : 2.6" EDGE DISTANCE �1 $ 0/]R 1U4`ENDED 33 ILA NN11 IIMr'.UM 41 40 PE-yrN�l■, 32 72 ' I.IIN'IMnll 93 1RWN1 I A4MI1 41 48 62 It 6.25" GIe' 6.25' 6.Jr 17 S' 11 S" 4.25• Czs 11.3 C25•1 1.1' G.S. 16 4i 8T 6.E' 13.T" 0 L3" 11-7" G7S" 70.ir• 4 u' ea' 7.3' T.3" 12.5" 1 •6" CO. 5.e• A.." 7.1• 1t. .!'" III A a 134" 3.2" ice' S0�&' 1.0' CIS" .36 513. GIs- 6.24" OSS' 425" 6.4" to 4' Se 9.3" 9.T' 97, 11.0" 4.6" I,a" 10.7" ,i" 4.0" C271 12.S" 12:5' IM't l-I/4' WNrll 13 Rw C.TAPCON 41 4e Ir'� iLS' 17 31" 0' e23" Mf' CC' 4'0" 11" Itl. T' 4]" l0'• & S' 4.1 ILCI' 4,25" 1O.T 4.1" 40" G. •, .7" ti 4.0- 6• /". 19.7" 4.V &I IOX 4.1" 4,11" _ ILA" I / M HMNH/ 53 AILFOMTS9oLID or a At !I 52 12 ,1a. " 16 Dr. it V. sl a- 12. r. 1Q.U" 9.. ' 1T.1" 11 a" a 1" 0- 11 1G '• 2 . • %J- 1 .5" 7b.0" .f" 0.a" % 0.2" IZ 16.D', 7. B" d.]" 12.5' 16�a' 9.7 IS- 12.3" 16 7,7" ti.S" 16. 12.5" 1Z S' 26.0• G9• ,2" IIA 160' 1.1" a1" 12,5'1 ICU.. 7.F. G7" 11 11. 7xP AX. IF.%, IY VI I6.0" 7.7" $AD- 1,- 6.2" 6.2" Lfil. .! LIT MOLD 33 VWNI MXH MNI a] N K 12 12.5' ]6.0" S.1" 5.9" 6,23, 1 .5" 4.41, 4.11' 423" 1 .3^ 4.0" 37" I?, 4' gA" 12 4.9 424 A3" ].6" 13'• 425" 1.2" 16' 13" *.Itv. 11.5•• 4.4" A1' 42S' A 6.5" 8" 2 .I " 9.2•' YS- 5.2' .IS' N-25' 106" 4.37.a' 679" 92" 7.3" ].3' 42S' 0.2' 7.5" ].3" 12" 4]6 9.1" A 9.1" 13" 3.3•' 3.3" ;Ir NA.1,*N I# ANCHOR FRC1ra0RE T M n tilt ILA I9 r I I'-ILr Q CL CA Cl CZ CI C4 CONN TYOa CL Cl C3 C4 Mrs DM 1! 73 NIX('¢rw 41 P}--�� 41 s r2 tl , 16 0" 16• 12 S' Is 0, 3AC.1 W 1 t 1 0' 0•' D. ` 11 - 16.0`14 D' etl' 1.2.5• 1 a 160' 7.S` 12. LCO LA ] Ca0 12, W. 1 a.s" 1 21" u.a 1s,0 lea IT' 3 Ax • 0' 3 .3" 16.0 e .0" 1 . ■.a iT 0' 1 e a 1 2S' u.0 1 T cD• 30.0 14'7• at- pp p if L ur CQ 1Y C6W W0006u b I 7d Qs' 160 Leo 1 1 12 S' 160' L]i 7.0 12 s 16.0 toe" 6.7 l2•51 21501.1 1" S1^ SS.S 16, 11 97 36" 1]S' 16.0^ 3A7" silo" t Y.S' is 1, 124" Se.O 1L0 140' 1l.)" 16.01, 06• J 1 .0 3s 0{" 11S' 5.6^ 1315 16,0' 10a' 1601. 96' 3.t fa sa" 9.6" $6• 32 S' ]dF 1 12, 5' 11.0 Gf 6.6' la_0' lea" fa' 16.0. 9.6• 5.6' g eM■[ V1 P l 7. ] 9 TAPCtW'ZW' 41 y 49 T �■Ioaaeslas HI 12 l2 Il •• 12.51 l 1 60 4• 16 3.7" MOP IL A` 1 .S z 12 S' 12 " 1 0 6. 16 .0" 16.tl 1 S' I.' x D.7" 12.5' 94" 0^ 02 Se, 1. R. " 9.2" D leA" 0.1 16•0" 9.1• L2.S' 11. ■" 1d 0" 10. "9.l" Set' 9.1" 12.5' SGa' _121VI 12 4 P.1" SJ . I 11 I AI F M MF.w9v' 41 w D IaC aq 46 y 'r ILRrII s21.0' 72 L L 1 0' S. 6. .Iits" ]1 e .1 U.a TO' 4.e" 4. .29' L2.S' 15.A T 9" 2 2 -ITT 1 4 111. a ` GRS' 32 1" { A. 2f I1• 4.6 Od3'" 12.3' 4 7 4T!' 121" 4.I" A D" 421" a -a• 4. T" {.tl" ANCHOR NOTES: NCHGRS APPLIES A UlCrS F1Eb 1 A CNEDUIe E TO ALL sears HEREIN, 0U7 ONLYPROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWADW SPANS AND PRESSURES INDICATED IN SPAN SWEDULE SHALL APPLY. 2 ENTER ANCHOR ScHwu LE 9A9ED ON PANEL FASTENER 5PACIME, THE FXISTCNG STAUCrURE TERI TY LGA G EATER THA OL1 LOAD A4►ANCHOR PE SaECT OfiREAT D R N �)ALTONSELECE DESIGN L ER AND T T CAO ON Sl1tlfT SELECT SPAN GREATER THAN CX2 EQUAL OSHUi ER SpAN.SELECT CONNECTION TYPE BASED ON APPROPRIAI MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF MWiEClTON TYPE). 3. ^PANEL FASTENERS^ ARE STUDS USED IN CMUNCTION WfTH ALL MOUNTING EXTRUSIONS ("P`-TRACK, STUDDED ANGLE., ETC) USE 6.25' O.0 PANEL FASFTENER SPACING TABLE VALUES FOR ALL `H' - AND "U'•HF�ADEEf (INCLDD) NG, SUILDOUT CONDITIONS) 4 ANCHkORS SHALL OF INSTALLED IN ACCGRCANICE WITH MANUFACTURERS' RECDMMENDATIDNC- 5, HOLLOW BL0C2L Fg6T STRUCTURE SIKLL CONFORh TO W COD OL.00K. 6� MINIMUM B&41aMC HIO T SHALL B€ AS.NO COIN ANCHOR EDULE. 7 MINIMUM EMBEDMENT AND EDGE OMIANCE EXCLUDL STUCC O POAM, BRIBE, AND OTHER WALL. FN]SHES WALL FINISHES SHALL BE UMT7EOTD L/4" MAX OR SHALL OF VERIFIED BY OTHPRI TO ADEQUATELY TRANSFER LCIAOS TO HOST 5TRUCTURe 9, CONCRETE ANd10R6 NOT ED HEREIN SHALL BE EMBEDDED 1G UN-CRAtlfEO CONCRETE ONLY. 4. WH RE EN STDVa STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD YEW %T T FASTENERS ARE IMOADENATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FMTE KING TO PLYWOOD 1, ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.1 WOOD STUD (yN' EDGE D16TANCE'15 ACCEPTABLE FOR WOOD MIN01• FRAWOOD STUD SHALL BE "SOUTHERN PIN "G-0.55 ORQREAITR DENSIT/, LAa SCREW SHALL PAVE PHILLIPS PAN HEAD OR HEY HEAD, 11. REMOVABLE AW-HOF 6 ARE. DEWALT PANELMAM, ALL -POINTS SCX•IDiET It SRAB5 BUSHING L2. MACHINE'SSI:REW& 514ALL HAVE I/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY NAVE erTHEP A PAN =T0 TRUSS HEAD, CM WAFER HEAD (SIOEYVALK BOLT) U NO 13, MU14VM E14SEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. I4, ee DFMGNATES ANCHOR CCXJDIIIONS WHICH AU NOT ACCEPTABLE USES. 15 DIRECT MGUNnNG (DNDITTONS. /E LINEAR INTERPOLATION IS NGT PBLMIrTEO FOR USE WrrH THE ANEI'gR SCHEDULES L MTEOON THIS SHEET 0 'RAN�IIMHiryrygqM - gIA,xVI f'Nl'IWA4 T1, g N .4y ..f,' ':1l L� d lln k o a u a / 01 ^W^, �W i � j a) U d Q O O C CQ CU O C,0 L V/ O L__ O Q = 0 W O CID LL O` CJ (D Cn O .0 v) Q Z Z W J On lO7 O O 4 W C=, C V CV Cr1 3K LA- L1. N CV C= C* Q CC C14 Y W W N tZ Q 19 V) Sl co y � T • a .t3 c, U w CIO W -+--a +BBB110 V / CIO L Cn i U CIO O L U � CIO W LLI = Q Z Z Q J SHEET NO. SH 1.5.