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HomeMy WebLinkAbout37643-37671 Leafside LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. _ Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O, Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd, Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia, Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S: Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W. C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. ; Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener' FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M —I moll ONE 1� ONE INNER UNIT A UNIT B UNIT C UNIT C UNIT C UNIT C UNIT B UNIT A 8 — UNIT TOWNHOMES UNITS "A-B-C-C-C-C-B-A" 8-UNIT TH (1532- 1516-1624) RtCt1VED JUN O Z ZOZZ INDEX OF DRAWINGS SHEET `DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN 4 5 UNIT-B 1516 FLOOR PLAN UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 10 RIGHT AND LEFT ELEVATION ROOF PLAN _ 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN_ 13 - UNIT -A- 1532 ELECTRICAL PLAN 14 UNIT -B- 1516 ELECTRICAL PLAN 15 UNIT -C- 1624 ELECTRICAL PLAN 16 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 — — DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS S6 2-STORY DETAILS ST STAIR DETAILS SS RETROFIT DETAILS — D1 FRAMING DETAILS WP WATERPROOF DETAIL PA 1.0 PA 1.1 PRODUCT APPROVAL PRODUCT APPROVAL PA 1.2 1 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 OVAL 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 DesignerfEngineer. 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. 70 oC:) ctia Q U N CL M., �-- iS -0 O iV L M ,Q) Q) Q) C = 0 r- ) > w � Q , W O C) pp °'`'rtlYl �d��yt ay�p �.4�� AB�a i ���J`P • i U, '- •'S� ie/ •�' :: L-IJ 6 ,•• ��� ram• 0 c >��,�m'ltfilsfl5l 6 a+�'E' 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. v W N- Q o 8 O c+� W O 1V � o ti N O �D W- 0 ?�� w a W cg0 to my ¢`J` 4 =—� LLow co L.L LL o Z� a O c c, O O N O O Z N M°ao� ILLLW ��C�Z m W w N (� Q cn O Z o� 0 W W ❑�� Z N ch O � z z o (D r U N z C9 0 MW 4--+ ,,, f6 � � U to rJ J E s 8 . = w =TIN U o N to NM e o MZ Z o LL Q =o W U > Z oca a Z ca r6 N x0 a¢o� Du Q wZ i wo ¢❑ a? r0 _ z ox U N m� O Z Z , � J �m� Q W �m o� go W az o 8Z wa F >O CCj � ¢ Z� 4 a � 0U o T >CU iU rn M M r r O M Y L•rn r U m ao U) 4— M N � F- n�M ' O C) 0 J L0 (0 00 d. •�fi r E C CDr>; o Z Z ECo N E o --a m 0 Q o a)a J JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 0 1/8" SAWCUT x 1/4 ° d UPPER 1/3 OF SLAB to �- OR FIBERMESH REINF. SLAB THICKNESS ,- LL SEE PLAN. WHERE SHOWN ON } FOUNDATION PLAN a LL H Z N Llw J `n CONTROL JOINT DETAIL SCALE:1 112"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. •�. � v•vo; ;v•v �. v � v•v� � ♦•v TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'-0" i 1 (4) #5 REBARS CONT. 4" 5x5x3/8" A36 STEEL BASE PLATM CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. a. 4 A* Z-0" 1 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" �.I SECTION A -A 1 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 ��j SCALE: 3/4" = 1'-0" SYMETRICAL 18'-4" 18'-0" 18'-0" dp 1 &-0" op 13'-4" & 3'-8" 0. 3'-8"0. 134" '-01, 3'-8" 13'-4" '-0" '-0" 13'4" 3'-8" 10 VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 3'-0" x T-0" x 1.4. L PAD PAD L PAD 3' " x �4' V-0" S3 PAD w/ (4) #5 E.W. S3 S3 4)AE• 2'-0" x 2'-0" x 1'-0" HOSE HOSE Ug�oIRB 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. RIRRHOSE w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE—� CONDENSATE CONDENSATE CONDENSATE--� LINE 4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I LINE 4' ELEV. FIN. 1 I I I LINE I -4" ELEV. FIN. I Q A S3 W CONC. SLAB I o 2 I W a CONC. SLAB I o 2 w a CONC. SLAB II o 2 CONC. SLAB a Cn 6'-8" 3'-10" 3'-10" 2'-8" 1I_p.. '-8" 3'-10" 3'-10" 6'-8" -8" 3'-10" 3'-10" 6'-8" '-01, '-0" 6'-8" 3'-10" 3'-10" 4-0 �1 4 -4" _4" 4 ■ M ■ ■ ■ ■ ® ® ® ® ■ PROVIDE 1 %" RECESS FOR _ F- -1 P OVIDE 1 F RECESS FOR _ _ PROVIDE 1_ LRECESS FOR _ _ PROVIDE 1 %" RECESS FOR SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg F I S DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH F I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FO I F I I ICE MAKE D1 L I 00 I I I — CE MAKER � I 1 — E MA R 1 I ICE MAKER — — I I co N ® I M co D1 I I I D1 I M I I I D1 I M I I I M I I I I io D1TI 1 S3 S3 I S3 1 1 S3 I N = T I �II Imp n N ■II� II 7 3Yz" MIN. 3000 BSI CONC. SLAB FOR I I� I1 I- I 7 T I (I I f I T 1 I r II �II HERNANDO CO NTY ONLY. 3�" MIN. L _ j IL 2500VISQUEEEN 1 I I 1 APOR BARRIER I I I I I I J I DBL. SINK w/ C.J. _Dl POSAL � I I DBL. SINK w/ � DISPOSAL — — C, J• I I I DBL. SINK I DISP_OSA _ I 1 I I D L. SINK w/14 _ — — SPOSAL_ I 1 o? S6 __ _ _ — rr- _ _— — _ — �� -�— - �� _ __ ter- _�— - — — _ — -1 - - - rr--� _ �-, - - _ — IIII III I IIILl II I III np @ �� II I I IIILL_ J r III J�I I I ILL_ II (.) III J L I L L JJ I I I I I 1 rIII2-STORYU.N.O. -- - _jII 12'-5" 5'-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 1 ® I I PW01 I I W01 I I PW01 I I PW01 D1 D1 D1 I � I I I I I � I I I I `o 14'-6' I I 3'-10f' 13'-10" I 4'-2" I I 13'-10" I 14'-2" I I I I 14'-2" I 3'-10" 00 I 1 M M I o 1 I I I I I I I I I I I� I I I I I I I LO 0'-0" ELE . T I I I I I 1 T 0'- "ELEV. I I I '- 0'-0" ELEV. 0'-0" ELEV. T ® I FIN CON1. SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB c.J. I I -I- - I- I I - - —�- - - } I—f - I I _ , c.J. - - - zo -I - }— - - c.J. CD v I I I I I I GG I I G I I G 1 ® @ FOUNDATION 1 I 1 I I I @ FOUNDATION I I I I I I @ FOUNDATION @, FOUNDATION I I @ FOUNDATION I I 1 I I 1 0 1 '-4" I I 2' pl 2' pll I I 16'-0 2' 0" 1 I = 16'-0" 16'-0" I I 21 pll ch ro I I I I I I T I l I I I I I I I I r ® I JI I� I I� i I I �I "I� I I 1 1 i I I ((77\) I I I I I I I 1 1 1 ELEV. APPROX. 1-1/2" I BELOW F.F. I � I 11� I I �` I / �))I ���� I 1 ��� I I I I I i� ■ 1 ELEV. CAN BE NO MORE — — L�� �� ��.J — — — — ��.J — — — _ — _I ��� �i THAN 1-1/2" BELOW TOP OF EGRESS DOOR THRESHOLDI - � - I 1 - - I 1 1 'v VERIFY K IN `� I I I y CO I W.H. �I N � 1 1 1 y K H.W /I N zo K IFIELD K I( I I I I Co N I� W.H PROVIDE 1/2" RECESS S3 FRONT DOOR, REFER TO MASON'S SCOPE FOR WIDTH v I I _ `�z �� s 2'-1 " 2' 1 Oa" I I �� S3 PROVIDE 1/2" RECESS FOR v LFRONT DOOR. REFER TO s 2' 04" S3 PROVIDE 1/2" RECESS FOR I FRONT DOOR. REFER TO I I PROVIDE 1/2" RECESS FOR S3 FRONT DOOR. REFER TO d I L� _y T 21 1 I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ED ® ® I ® I ® ® If -0" 4'-0" -0"10 0" I I I I 1 0" '-0" '_011 '-8" 1 ELEV. APPROX. I I I I I I 1 I 11-1/2" BELOW F.F. I o o v 1 I o I I I I I o I ELEV. CAN BE NO I �' ELEV. APPROX. 1 I 1 1 I I o Zo `0 -4" ELEV. FIN. CONC. SLAB `� I PW01 -4" ELEV. FIN. 'n CD MORE THAN 1 112° CONIC. SLAB I I BELOW TOP OF EGRESS DOOR -4" ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO MORE THAN 1-1/2" I I 4' ELEV. FIN. I ® CONC. SLAB D 01 D1 I 1 _j 1 1 DWo1 C.J. THRESHOLD. FIELD C.J. I VERIFY C.J. _ BELOW TOP OF 1 EGRESS DOOR ELEV. APPROX. I C.J.CS _ �- - _ _ : - w 1 o THRESHOLD. FIELD _ _ I 1 1-1/2" BELOW F.F. I w T - +_ _ W 1 " I 1' 4 5'-8 o J I I N I I N I o `r' VERIFY J 10 I I ELEV. CAN BE NO `" I I 3'-0" x 3'-0" x V-0" N I _. I I I - `n I I MORE THAN 1-1/2" I �' I wl (4) #5 E.W. N L o I I o 1 I I I o o I I I ® BELOW TOP OF ® I I I I I 4 S3 13 �' I [0 10 1' EGRESS DOOR 1 in 1 55 I I I 55 I I I 55 I I I I THRESHOLD. FIELD I 55 I D1 I 1 D1 I I D1 VERIFY D1 ■ I I I I I I I I I 1 r I I I■ I I I �1 10 I I 1 1 1 A 9 I 1 Mco I oCD I o I _ 9 'n "SEES 3 FOR L S3 T I J L S3 I I — — — S3 1 ■ — J I ■ I "SEES 3 FOR RECESS OPT." S3 RECESS OPT." _f + —� N + N S3 N S3 I S3 N %� ® ® H4 7�OSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB W/IN FILLED CELL W/IN FILLED CELL BIB WIN FILLED CELL BIBB BIBB W/IN FILLED CELL V-8" 8'-0" 1'-8" 1'-6" 8'-0" 1'-10" 2'-0" 8'-0" V-8" V-8" 8'-0" V-8" 01 11'4" 11'4' 64" 11'-81, 6-8" 6-8" 11'-4" 01 7'-0" 22'-8" 18'-01, 24'-8" 41 72'-4" FOUNDA SCALE: %4'=V-0" —INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL ►TION PLAN ono QU CV N N Q C0 -4 cm U_ X C-. d •�,_ Z3 o i C V M O CU C -0 N Y e a) a) 0 C N ,a) QL C Q O 'S (B I , C N -0 3:, a) • W W >'W N CL-0 --- E C CA O O C U >>a 2w °o s sus. �..�?�6L4L''0 §iFF Y '�. • S E. T� • '+ . C111• 'goFe,��c�`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Em a� a Q N E o N U LL V O 04 o c� co W r � � � N � EL co M fA U5 m v 2 *d LL Q N S J (p C -J 52 LL O W LLU Z J W LL W LL 2 as s,_2W - � N cp O O Y 1IL W co (1) m W w Z IL� co, d Lo N co ¢ O N = OU 5o W ❑❑❑ Z N o O O z odd J — 0- N (nv) M z o f6 w O un w oUea rti y Rig C w � — 8 L c W �0 Q No I� o w �o.., M p Q Q E 0 =o w� z > Z® oa ca Z rd _CL b E N Xo ap a oO DU ¢ W w � p C v �U �o mo Zz Z J <w �zo �n W and � � W fl n w a to w z o w¢ �~ >° d z < a ol (3 C > L � r 00 T r �c7 r_ o , 0 6 o 00 CM r co04 t� O N 00 o r d- J LO o0 d' r m j O o Z Z E O N N cu C a E U Q p JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 2 OWNER'S BATHROOM SCALE: 3/8" =1'4' o bo M o 0 M MIRROR \\ o F- I - I - b BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" DRYWALL TOTAL RUN=14'-2" 42" KNEE WALL WITH 1x8 CAP & 3/4" PLYWOOD �� CASING (AT 2nd 1 1/2" MIN. CLEARANCE DECKING �� FLOOR ONLY) (2) 2X8 w/ 1/2" FLITCH HEADER CO \� SLOPE CEILING TO MATCH STAIR RISE F. FL. LUI F. FL. (�n n 18 1 o lv �r 17 \ 1 1/4" TO 2" DIA 16 �� HANDRAIL NO 15 LESS THAN 34" 14 N,� NOR MORE 13 U THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. 10 HAND RAIL w METAL 9 U d HANDRAIL 8 Q BRACKET 7 Lu BLOCKING AS REQUIRED CV 0 M WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 z S.H. 13 20 X 38 J 18 J X 37 a S.H. 14 20X50J 18JX50 S.H. 15 20X63 1821X6221 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 1 S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. iH6 274X72 26X711/2 S.H. 22 37 J X 26 36 i X 251 /2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 361 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 i 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 2 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 4 X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R. F. FL. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" 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/ 1/211 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 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 314 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than .34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 18'-4" 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB A OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE CD I O d- ~ 6068 SGD o� '® o - r1' d' CV © co LO M DINING 9'-4" FLAT CLG. r TILE FLRG. LINE C 5-SH 2468 REF I I O O_ I � II O KITCHEN Z 9'-4" FLAT CLG. TILE I I SINKw/ D/W DISPOSAL L---� 732x8ALL 6' -0" '-8" 16" CNTR. AT 42"-J o U) r A.F.F. 1/2 WALL OP ;n M O N ^ CAPPED 1 r UP 2 _ � II 3 N I 4 M °° `° 55 - GREAT ROOM 5 6 TYP. U.N.O Iff 9'-4" FLAT CLG. - CARPET 7 - 13'-8" - o M - � 9 GG CO I S3 10 11 12 o O t= 2x6 WALL T LO N co 6'-8" 2'-8" 41.411 *NO UPLIFT* ® Q - - -- S4 - - -- --- FLRG. LINE 00 Co w N H1 N PWR. CD _ - - TILE N I co CV t FOYER 9'-4" FLAT CLG. 2868 TILE 60 - -1 EDGE OF SLAB 2" 00 T.O.M BEYOND WALL 9'-4" `r 7'-011 O 10 2'-6" , ®3068 BUILDER TO PROVIDE APPLIANCE 2'-0' 4'- -01, PROTECTION WHEN 24" 41 811 REQUIRED PER ENT Y FBC `D 9'-4" CLG. A.F.F. 1-CAR ARAG E CONCRETE -------- - 9'-4" 11 CLG. d ®® CONCRETE 00 - CV N 600 16" SQUARE Ir T i.-- - CMU COLUMN rLO-- -_ 00 I I I I 0o - I ■ I LINE OF 2nd STRY. ABV. I- - - -j- - **NOTE * I 600 I BLK. WALLS A RE 8'-8" TALL FOR "A" LJINIT 64" FROM FRO14T OF 01 in CO I GARAGE TYP. @ I ILIGARArk 8'x7' GARAGE OOR 1'4' S-8" V-8" 81.01, 11811 7'-0" 11'-4" 18'-4" T.O.M. T.O.M. 1ST FLOOR PLAN - UNIT -A 1532 SCALE: A"=V-0" a 140C° REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 SYP #2 16" O.C. SPF #2 2x6 i SYP #2 16" O.C. FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BtL6W 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE F -j STUDS WILL BE DOU @ 12" O.C.* THIS IS ONLY USED FINISH **WALL SHEATHING 1 REFER TO SHEATHIN d' O �O r 11 P. 1, CD 0 a0 I I F0 BLC STUDS @ 16 O.C. OR SINGLE STUDS 18 -4 WITH PLASTER OR STUCCO EXTERIOR 3'4" 12'-0" 3'-0" 01 5/32" EXPOSURE 1 OR EQUIVALENT, G SCHEDULE FOR ATTACHMENTS- 1'-8" 3'-10" 5'-0" 3'-101, 2'-8" 10 © O � MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) ®' EGRESS( EGRESS C?- 0° OWNER'S 55 = BEDROOM D1 ��� 8'-0" FLAT CLG. TYP. U.N.O. I CARPET N q I - 0 ED 00 17-8" ED N � _ 61.4" 4'-4" 7 -0" I M.C. - R&S 0 O . BAT H I 22"x36" - - - - - - � -- - - 8'-0" FLA CLG. ATTIC - CARP T ACCESS /, I C I N N CD 00N 00 CD 001 �� , 8/ �" FLAT CLG Cl) (CARPET I PWO1 rn \/ L _v I564 D 1 TYP. R&S O� iv M O ,p 2868 5 6 tj - 7 00 E TO '- oo io 7' A. Q0 8 60"x AH U 9 oc D ER PA I �- 10 co C7 �34 11 LO 5' 1144'-4" I 3'-8" 1.9 -v o - ; LOFT �' 13 0 CO 8'-0" FLAT CLG. - 00 CCARPET 15 I 0 I' I 16 co I 17 LO TA=ff I UP 18 7' A. F. F. Au 0 1/2 WALL I� CAPPED _ = 5'-4 1'-101, N 9'-6" C OU) ty M _ O �� - i;o 10 2668 N - E)BAT ��00 8'-0" FLAT CLG M.C. CARP T 5 jQ - I WIC - I 8'-0" FLAT CLG. N CARPET 2668 CA - U) I N - ----- ---- M BEDROOM 2 R&S 8'-0" FLAT CLG. _ CARPET - MT� G.T. - G.T. co LO i]o MOD 25 SH ( 39" x 59" ) EGRESS 3'-8" 3'-10" 3-10" 4'-0" 7 4" o 00 7'-0" 11'-47 LO 10 18'-4" 01 - - 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -32.2 ( +29.7 / -39.7 © +28.3 / -30.8 &D +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 �G SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter 102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8". MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S. F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. p 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C14 -C p O CO C - Qm N , CU LL 6- �j C O (a `a c Q� C = Q N w ((D > Q� L� E Cn O O < .1=-+3 U >a- OUJ e•''t t1IA, a * to '� •••....•..o L 0c R To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 202D 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. a W N W : E Q (o 0U LL N p a C 5 LO C? C? Nm N c0 # 13 (ii M g LL Q C -LLLr LL Lt O W J S 2 D Z m�m Lu moo, f-2 O 0 W og01CO o m Y LL W co Z m w uJ Z� N 6 a o CO O U Of Of SLO 0 J ZW 5 W ❑❑❑ U Z N oo z 80 z o J - N M V1 z 4-1 CA) C6 � ii LU V`• O „1 0 U W L U o • CO 8 -® N Io o W M z z O g J rc o > 'z < Q � E °M z® 8 z o a co K O 0 UO ZCL a� O1 N @ w U U " w � J i q o m g W C rp zz<Y ro go O , U z - yo a<w ai J 4� Mo w z y ova go < W 1 fl_ N W 3 �, =G �& a �z i3 O Q F , 0 a x V' zla 0'y .0 r iu m L cCU r M _ M T � O CV O L ) M o 00 `- CM 04 r- F- O C) 00 O T V J Q LO 00 d T- °i o E Z E Z o N E` E : � n U Q -� JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 3 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y4"=V-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -32.2 ( +29.7 / -39.7 © +28.3 / -30.8 &D +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 �G SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter 102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8". MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S. F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. p 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C14 -C p O CO C - Qm N , CU LL 6- �j C O (a `a c Q� C = Q N w ((D > Q� L� E Cn O O < .1=-+3 U >a- OUJ e•''t t1IA, a * to '� •••....•..o L 0c R To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 202D 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. a W N W : E Q (o 0U LL N p a C 5 LO C? C? Nm N c0 # 13 (ii M g LL Q C -LLLr LL Lt O W J S 2 D Z m�m Lu moo, f-2 O 0 W og01CO o m Y LL W co Z m w uJ Z� N 6 a o CO O U Of Of SLO 0 J ZW 5 W ❑❑❑ U Z N oo z 80 z o J - N M V1 z 4-1 CA) C6 � ii LU V`• O „1 0 U W L U o • CO 8 -® N Io o W M z z O g J rc o > 'z < Q � E °M z® 8 z o a co K O 0 UO ZCL a� O1 N @ w U U " w � J i q o m g W C rp zz<Y ro go O , U z - yo a<w ai J 4� Mo w z y ova go < W 1 fl_ N W 3 �, =G �& a �z i3 O Q F , 0 a x V' zla 0'y .0 r iu m L cCU r M _ M T � O CV O L ) M o 00 `- CM 04 r- F- O C) 00 O T V J Q LO 00 d T- °i o E Z E Z o N E` E : � n U Q -� JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 3 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter 102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8". MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S. F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. p 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C14 -C p O CO C - Qm N , CU LL 6- �j C O (a `a c Q� C = Q N w ((D > Q� L� E Cn O O < .1=-+3 U >a- OUJ e•''t t1IA, a * to '� •••....•..o L 0c R To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 202D 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. a W N W : E Q (o 0U LL N p a C 5 LO C? C? Nm N c0 # 13 (ii M g LL Q C -LLLr LL Lt O W J S 2 D Z m�m Lu moo, f-2 O 0 W og01CO o m Y LL W co Z m w uJ Z� N 6 a o CO O U Of Of SLO 0 J ZW 5 W ❑❑❑ U Z N oo z 80 z o J - N M V1 z 4-1 CA) C6 � ii LU V`• O „1 0 U W L U o • CO 8 -® N Io o W M z z O g J rc o > 'z < Q � E °M z® 8 z o a co K O 0 UO ZCL a� O1 N @ w U U " w � J i q o m g W C rp zz<Y ro go O , U z - yo a<w ai J 4� Mo w z y ova go < W 1 fl_ N W 3 �, =G �& a �z i3 O Q F , 0 a x V' zla 0'y .0 r iu m L cCU r M _ M T � O CV O L ) M o 00 `- CM 04 r- F- O C) 00 O T V J Q LO 00 d T- °i o E Z E Z o N E` E : � n U Q -� JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 3 6 5 z 2x STRINGERS 4 CO 3 2 F. HANDRAIL DETAIL , 14'-2" #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o,c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'-0" OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR` M TOWEL BARS r-I--' 4 r ll��t ' I o �" --{- Z, C)m F, b 0 O Cl) i BATHROOM 2 SCALE: 3/8" = V-0" FILLED CELL LEGEND ■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38J 182X371 S.H. 14 20X508 181X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1H3 271/4X38$ 26x37 S.H. 1H4 27JX50$ 26x50 S.H. 1H5 2771X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 2 X 37 3/4 S.H. 24 374X50i 362X50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54X382 522X37gq S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 1 S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 N/A S.H. STAIR DATA: 18 RISERS @ 7.153" 42" KNEE WALL 17 TREADS @ 10" WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" CASING (AT 2nd TOTAL RUN = 14'-2" FLOOR ONLY) 3/4 PLYWOOD (2) 2x8 w/ 1/2" i� DECKING FLITCH HEADER i SLOPE CEILING TO i MATCH STAIR RISE F. FL. F. FL. M1� � 18 rilF 17 DRYWALL 1 1/4 TO 2 DIA �� 16 HANDRAIL NO i 15 LESS THAN 34" Lu i� 14 NOR MORE Z i� 13 THAN 38" ABV. CONT. 12 TREAD NOSING J HAND RAIL 11 U 10 X METAL Q 9 HANDRAIL w 8 s BRACKET 7 . 6 BLOCKING AS 5 REQUIRED Xr i� 4 2x STRINGERS F. FL. LJ1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" =1'4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (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 Planfor RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS F. FL. HANnRAII nFTAII SCALE: 3" =1'4' 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 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed. the. smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 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 clearwidth of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvatureat the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 ,inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 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 sloe shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall ramp slope, I be y I continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip size: Handrails with a. circular cross section shall have an outside diameter of not less than 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-sidedwalking 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 waiking 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. 10 0? TYP. FD 1. 0. 18'-4" S-8" 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB -------------------------- OUTDOOR LIVING 9'-4" CLG. A.F.F. CONCRETE 10'-8" 6'-0" T-10" T-10" 11 6-8" 6068 SGD 5-SH REF 1 2468 BF I 6' 7�, T. 2 I 0 0 0 II w I T-11" Z KITCHEN o DINING 9'-4" FLAT CLG. r 9'4' FLAT CLG. TILE TILE SINKw/ L DISPOSAL D/W 1 F - - - � I I �---� 2x8 WALL T-8" 6-0" 0 10 16" CNTR. AT 42" 1/2 WALL A.F.F. CAPPED 1 � 2 UPS T GREAT ROOM 9'4' FLAT CLG. CARPET a GG S3 10 2868 2868 00 EDGE OF SLAB 2" W.H. N BEYOND WALL O 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER o FBC is 1-CAR GARAGE 9'-4" FLAT CLG. CONCRETE 0 N 1n(------- ----------1 I I I I I LINE OF 2nd STRY. ABV. I "NOTE" BILK. WALLS ARE 8'-8" TALL FOR "A" UNIT 5-8" b FROM FRONT OF GARAGE K I I �TYP. I H ARAGE S4 I 8'xT ARAGE DOOR 1'-8" 8'-01, 1' 1 T-4" V-4" 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. ( )>9'-0 SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.` 1,00 T-0" THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH 2'-8" '* WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. - REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- 1' 7 v0 j 600 FLRG. LINE LI FOYER 9'-4" FLAT CLG.M TILE 9'4- T.O.M. T-0" 3068 O 111, '-0" I V-8' 4'-8" 00 LO ENTRY 1'-4" CLG. A.F.F CONCRETE O� O 00 LO i0 O HB' 00 o W01 D1 TYP. 200 18'-8" 8'-8" T.O.M. 18'-4" T.O.M. 1ST FLOOR PLAN - UNIT-B 1516 SCALE: Y"=V-0" 9.1 v �o r C) r` 1n 2nd FLOOR PLAN - UNIT-13 1516 SCALE: t/4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 O +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. + Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. + Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL W/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL Nommolmmimmmmsm 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 TA B U LAT I O N 1ST FLOOR 664 S.F. 2ND FLOOR 849 S.F. TOTAL 1513 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 1965 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. cNA ti O a U Qm •, �6 LL a Q L M p C�`NY N u FE Q W ; C E c " (B,4N O O O U let eC) Ar ��N �` •` \ ," F J OFE w ;St0 f �01111Il1litt��t>�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential the structural 7th Edition. Engineer's signature and seal is only engineering portions of the drawing pages bearing for Engineer's signature and seal. W f. Lo8 r , E 4� O () u O (y 0 IA n�� 0 Q a 6 LL rNi� 23 < C J < W Cc) J ILA 55 d W d Z - L �Wy IL : fa fO`i 3: o z 'S 7 co N C0 E) co� 10) m m z i N CV Q O' Z O U v' 0 O O Z W N O <C ti v M _� o LL, U O N W oAM c U a LU 8 l U )M o M M Jz 0 p w J LL E E d zo oo Fz g > <R z0 oa rca ca ° -0 CL CV ITT1Z oa ¢o orr Q W w U m0 ~O FF aw cn Z Q � U oa WLL o ¢o ao �w _F IF, C:) w¢ '° ar mi co V' I¢ o T a; m 2 i� L � M co r I..f 3 L.f-) U O OO r CV) M CN N ll�__ 0 N 00 J o r L0 w o cc Z (:;) E 10a`ni �; Z ca CIO a E U J Q J JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 4 q h OWNER'S BATHROOM SCALE: 3/8" =V-0" MIRROR \\ TOWEL BAR 0 F= CIO o 60 M c7 O � - _ r i _ b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" r. BATHROOM 2 SCALE: 3/8" = l'-0" 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd 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 20X26 184X254 S.H. 13 20X38J 184X371 S.H. 14 20X50$ 184X50 S.H. 15 20X63 184X62 S.H. 16 20X72 184X71J S.H. 1H2 271/4X26 26X251 S.H. 1H3 271/4X38$ 26x371 S.H. 1 H4 27 -t X 50 J 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 50 J 36 7' X 50 S.H. 25 37JX63 36�X621/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 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 2 X 62 -1 S.H. 36 54 X 72 52 17X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 13 \\ U 12 Z l� 11 CONT. 0-1 10 HAND RAIL 9 w U 8 � 7 = 6 Z 2x STRINGERS•\� I OP TYP. STAIR SECTION. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for 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 U F. FL. DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3" FROM EA. END c. AND HANDRAIL DETAIL SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding Yz inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 1 13'-4" VERIFY LOCATION OF A/C PAD 140C RFV 1n_1_911 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. )>9'-0" SPF #2 2x6 SYP #2 1.6" O.C. OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o co CONCRETE co -0" 16'-8" 6'-8" S-10" 3'-10" 2'-8" - o 6068 SGD ~ AL 00 5-SH` C O oo O T� REF 2468 BF o? EO 8'-3" 3'_2" 6'-7" o O DINING N KITCHEN w I N 10 9-4 FLAT CLG. 9-4 FLAT CLG. z TILE TILE I 0? I SINKw/ I oo. �o D/W DISPOSAL r � I I 0 r - - - J L - - -� FLRG. LINE -------- - 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42" is ;- in m A.F.F. 1/2 WALL v � io CAPPED zo 1 r II UP 2 iv I I 3SW co 4 GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 14'-0" _ 7 50 co -o - 9 PW01 7. D1 10 GG 11 TYP, S3 12 2x6 WALL LO 7'-0" 2'-8" 4'-4"LO o _ f\ _ _ _ 00 CO *NO UPLIFT" � FLRG. LINE Q z (F" D1 S4 00 1�" V V V V R. N N I� N - LL TI LE TYP. FOYER N H1 9'-4" FLAT CLG. 2868 TILE CO 00 0 - EDGE OF SLAB 2" 01 C° 9'-4" BEYOND WALL `� W.H. _ T.O.M. o 7'-4" � 2'-6" 3068 BUILDER TO AV PROVIDE O APPLIANCE PROTECTION d - WHEN REQUIRED PER 2'-0" 4'-8" FBC FD 1-CAR GARAGE 9'-4" FLA CLG. 0o ENTRY CONCRETE _cq 9'-4" CLG. A.F.F. o is CONCRETE 10 80 � N 0 r- - - - - - - - - - - - - - - - - ii) I I To I I i?o I I I I 10 O I TYP. @ j 0 co 60 r I GARAGE I I _ I K I I =cq I S4 I N v HB C'V 117 FV ® 01-71 rnAOAn� MnnO V-8" L - 8'-01, - 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=V-0" . WHEN THE TOP OF WALL IS GREATER THAN 9W", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.` THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 MG FSEE SN SHEET OH SEE SN SHEET 140 MPH 10NOTE: 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 112" Gyp. Ed. 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 •. . • . a i'T •. AT . I!!!!!!!!!!!!!!!!!!!!!!!1 a . • 1 MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 664 S.F. 2ND FLOOR 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0i- 0 O N N CI� Q m c N M 0 � _M U c � �Y N C: N Q O �. . a) -Q N 3 o , ^>^' 7 (D U) O 0 �_ he r L. 0 - -1 • U < CN �o spy To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 14 W a N d E o Mg LL 0 Lo N 00 (n � a. � U)rn�Z� N a s o (v ¢�` J LL L� u. O W 12 o_ W Z iCD y ...9 O W oC11�� :E) �! LO a'i Z Q OLL � 0 Z N OIL U ¢ S rn W ❑ ❑ V M z N M o 0 z � co allipamillilk z o � N N M z c CD o ". �, M _ L lir U 0 W N LU g c w wss U W M rJ ) z o coM W o< Z �d U- E zo Zo Z® � 8 w M wa 0 cu (6 o OQ 0 V �z Z o <o ¢ Wz L rp C _ C 0 zQ =Y � �m m 2 o ro OLL zr >Z Z N -� ¢a° Zz W v 3 o< <0 �� ao �w �K aE �� CZ) O ¢a �0 a _¢ Iw F 0� 0 1-- > cj- I E 0 �--, r M 00 c to O ' C'V r 32 O U)M �o 00 r M \"! CV O N_ 00 C- "' C: (V z? J O LO C ? r m w O o Z Z E O d E U J Q ❑ J JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 5 144'-8" 18'4" 18'-0" 18'-0" 18'-0" J 18'-0" 18'-0" A 18'-0" 18'-4" op -4" 13'-4" r7g=8__� 13'-4" 1-01, 131-411 1-01 V-0 13'-4" 13'-4" 1_0.v_0 13'-4" 13'-4" 06. V-0 r/__3=9=76 134" 4 Li Li 1j Li Li OUTDOOR LIVING RUH+H+H-H++rg OUTDOOR LIVING OUTDOOR LIVING @L OUTDOOR LIVING ML OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING M OUTDOOR LIVING C.0 in MA IN ® 101 DINING KITCHEN KITCHEN DINING C) KITCHEN DINING (10 DINING KITCHEN Qio� KITCHEN DINING DINING KITCHEN DINING KITCHEN KITCHEN DINING 00 0 r--� L I oo ° r--� L --� o o�l IM CD GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM 00 OP GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM o CID Cn FOYER VVR.- FOYER WR FOYER _P FOYER vvR. FOYER FOYER _P FOYER FOYER 0 0 H. 0 0 0 H.W 0 0 ■ 00 ENTRY 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE 1 -CAR GARAGE ENTRY 1 -CAR GARAGE OP N ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY 9'4' 5'-8" - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 -- UNIT -13- UNIT -C- UNIT -C- UNIT -C- UNIT -C- UNIT -13- UNIT -A- 1 (1532) i i (1516) i i (1624) i i (1624) i i (1624) i i (1624) i i (1516) i i (1532) 1� S� 4- 6- 0—T-O" 1 I'A" 1 l'-4" 6-8" 11'4' 6'-8" 6'-8" 11'-4" 1 J'A" 6-8" 6_811 1 V-4" 6'-8" 11'-4" 1 I'A" T-O" 0 '0 18'-4" 18'-0" 18'-0" 18'-0" 181-01, 18'-0" 18'-0" 18'-4" 'A ---------------- - - - --- "* Ir 144'-8" 1st FLOOR BUILDING PLAN SCALE: Y,6"=1'-O" Q) C > -0- ti 0 C%.j 0 C14 L_ M6_ C) N 0-00 >< m u- a. M 0 M L) _E C: Qi E 0 0 0 > 4- 0 VV % Z_ CNA C14. CZ>' % & 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W O cE, C) C) LL 0 CN 00 a) 0 _,n tiii c-, c:: 25 LOW Lu Lit CL "c' 11 0 rooms '0 C�0 W og 1-- 0 ED 10 Lu z LO LL C" LL (-n d < < 3 z 0 U) W (D �P < 21- < E3 Ul Q) (D LLJ 0 Lij U11 03 LLJ E > < 0 CD M M z z < U_ c6 E z '0 g ca- 0 E u a3 z® 00 z '6 C10 E CN o 0� �z W ITT x_i M no 0 0 z Zw U) Cn cl) 0 7� 2 I z 0 Z u5): C=) -S2 O 10- M M 0 T7 M cy:) Cy') C.C> Lr)o CD CS 32 0 F50 CY) ce) C) C) 00 5 LO E 'E C) z M z E 10 E 0 JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 6 I A I 2nd FLOOR BUILDING PLAN SCALE: %6"=1'-0" n+ � o > otio e.n L M N v m M e.. LL a �. -0 o L Q` �N-C 0 (u cNY _ ),' N 4 N C: o Q ° CU U N v4 .' 3 c w W QQ W ¢rM ui O O ¢ •L � L > > O W IR- • J", r • CN `• tl J v m qq 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. v WN E # O J LL _ O N Q n ov as o N � 'L �R - o 64 Vi y ¢ w m a C J LL LL O w m dL 4 J W W Y o_ � z '4 v Oo rn O W ���� m m w W w - IL z N N Z Q J IL a < C-r Z ����`U' U z N o a O Q Q � J n M N z m CD IVWMI a) o +--J (6 w O w o c V)cD .D tlNa U w - i� � N z U o N Q o N O CO W co'¢ M Z ¢ � C C U3 Zo g ZYN ¢® 14 Q WO ❑a z Ca O E X o4 d p p O O¢ z w w N w o ¢� ¢ L (d � C ^ Z U .2 m0 O OZ z z N U, J m < QW zz m zo WQ 555 U LL y w aLL Jw =3 �F }° I: o V w � z ¢ aF c .o r rn N rn Cfl tt� CDr N_ ' Lf1) '� 0 d r � co O 50 M CD M N n O 00 O N 1 ai J o � 00 d r E Q o z z E o 2 lL E U J Q � J JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. 7 91, 0 1" I o ---------- B KEYSTONE DETAIL SCALE: 1/2"=1'-0" A WATER TABLE DETAIL SCALE: 1/2"=1'-0" 12 — 14.0 20" LOUVER 20" LOUVER*----W/-4"-TR+fMk- 20" LOUVER --------------- W/4"TRIM------- - -- - - - --- ------------- - - - - ---------------------W/4"TRIM--- - - T.O.P. HDR. -I _ HDR o - EO o � a FORUM'U RS (TYP.co ) o Lo 0 Iff, 0 0 0 0 0 0 U 0 10 0 Offi L E I IRI 0 1 1 1 1 . . I I I I I I I I Q L]U 1 0 1 1 1 11 z MOD 25 SH MOD 25 SH Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH TEXTURED FINISH MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH Z MOD 25 SH MOD 25 SH 16" BAND N 6" BAN N 16" BAND 16" BAND N 16" BAND F.FL IT. -------------- -- -- -- -- -- -------------------------------------- -------------zt CL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - �� TEXTURED FINISH TEXTURED FINISH IN101 IMIMIMIM! I ME imimi E MIMI aM!E1=1 1 loin MIMI IMINININI IMIJ T.O.F o - 8 r CS F.FL. T.O. N F.FL. 6068 SGD UNIT UNIT B 6068 SGD 6068 SGD UNIT 6068 SGD UNIT C UNIT C 6068 SGD 1�fI�YNIT . 6068 SGD UNIT 0 0 F FE------1 F1-- I DODO �■❑❑ 0 FE DODO EEEI : Jr] F----7 F----7 UNIT UNIT 6068 SGD UNIT B FRONT ELEVATION SCALE: 3/16" = 1'-0" UNIT 6068 SGD REAR ELEVATION SCALE: 3/16" = 1'-0" F.FL - - Ca cv N c ; � 4- �: 0t`0 ` aU N >- m X a Q L M,.0 C -0 C%4 c Q 0 r L N � U U .Q N L 0 a) E C J (6 0 0 O >>a �W v • •+� m� , Pry' y. e •` \ �,� PA D rdFF �'ftFititt�E�"���5 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 enginee ing portions of the drawing pages bearing Engineer's signature and seal, MM W E M � O N o � N N [ntira O 0 Q O J LL LL O w _ a rn a O r.3 o W o m�CO o m Z N N < -1 Z �� � 5 z N M � O Z O Q ec J � N nV ,1 C2 W V O T LA.7 � � U o O u,Ln N c w w` U N U N m a d N o N p1 ti O co ¢ w z M Cl)zo E Q E E `o �o g >s �® (6 t_ O �O XU UO 0U z E C N¢o N a o 0 ¢o � Q a z ww L to c/) 34 OY U " m0 o F'z ° 1m z N J aw �z M a ° o� '�o U Q LLLL a Aw W v �� ao sk �- �3 00 aLL <a _'o T CIDa v 5 3 c .0 r E2 > d' ai rn 00 O LC> U �0.{. V r o0 00 r M M N � F— O N 00 O CN v , .j 00 O E c O Z m Z E O N C Ca E ui U -0 -j Q p C:d JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 8 j � O 7 CLC A- 80 LEFT ELEVATION SCALE: 3/16" = 1'-0" RIGHT ELEVATION SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txter)or Lovering 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 SN7 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.G. 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 cv M C �U N c� 0-00 X tea- N IL d e e 70 O N -C CU O m, N i c Q) .� a) U) a -C � cn E *= Q Q 0 3: M (y (D s_ c 4 a) � > ¢ E 75 c O a 0 . C " > p o r Y, y� d (� '. `Fr I Q. ! ti t t 1!l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v Q OM U LL N V N 'D C co W O W�Nz a0- #r 1-in� HMQ Mv J0W wN aN LL a_ 13 Z @ OI O Q; �MNCO 0w W U5 M Z 04- L N Z Q O J M IL0 V N Q M S2 O Z �" L3U) W U' z N o z N Q � Q J a N M ^ z C ll � W 0 LL d 4-1 w � U 0 w ooft N c w U si w r J E L aj U o C —A a o O CC) Jw co w o Z U_ E zo > zo �® 14 n E U �� aZ °w¢ CL _Q)It M XO oU OU Z O E N¢o a Ww J CY u m0 Z� w m g� ¢ o 2 � �� U a mw cj�- � MilliCZ) co zW ao o� .0-- ;n > d' ui rn CO C� CVCfl � M '— � � O CC' Y 0 L ._ L m 4- cM No CM r- O CD 00 d' J O r L0 0.6 r E Q o z m z � E m c a. E 0 � p JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 9 GA FILE NO. ASW 0810 PROPRIETARY* 2 HOUR 65 to 69 STC FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers V x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels. (NCB) A 314" minimum air space must be maintained between steel components and _ - ' " - - - ' adjacent framing (as indicated by dashed fines in sketch). As an alternate to ' an air space, the steel components are covered with 6' wide battens of 112" 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 3-1/2" glass fiber In stud space on both sides. > % Height limitation 68 feet. - PROPRIETARY GYPSUM PANEL PRODUCT -thickness: 3.112' (Fire) Georgia -Park Gypsum LLC....................................... 1" DensGless� Shaftliner 11.314" (Sound) Approx. Weight:9.5 psf Fire Test WHI495-1290,11-15.94; ITS Design GPIWA 120-04; WHI 495-1295, 3.15-95; WHI 495.0743 a 0744, 1-28 & 30iiiM ITS 31608141000-0o2, 8.30-06; UL R2717, O41K03115, 8-18.04, UL Design U373 Sound Test: RALTL10-291,8-31-10 r aneHme IL Foil Exterior. wall Insulation" :and "EnvergeCC Glass asheath-XP",'ECOMAXCi", "Thermasheath-3", ax Light Duty Insulation, Thermex Heavy Duty Insu]adon. Thermax ci Exterior Insulation, Thermax XARMDR'ci - Panel, Thermax Rea"" Duty Pl"n,(HDP) and TUFFi `'. NON -VENTED SOFFIT NON -VENTED SOFFIT k Polylsocyanurate composite foamed plastic insulation NON -VENTED SOFFIT . "ThermaBase-CI" 1 1 SEE DETAIL 55/D-1 FOR Mark for jurisdictions employing the UL orcUL certification respectively: 4" 0" L. 4'-0" INFORMATION ON FIRE 4'-0" BLOCKING @ EAVE Orr T//"00 4:12�� PITCH °- Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition 7. EXTEND THE (2) LAYERS = = OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA NON -VENTED SOFFIT NON -VENTED SOFFIT 1 SEE DETAIL 55/D-1 FOR 4'-0" INFORMATION ON FIRE BLOCKING@ EAVE 2 N = PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. 1 Hour Separation Wall PROVII)E 2x BLOCKING W/ (2) 12d NAILS 1EA. END BETWEEN TRUSSES 4'-0" FkOM SEPARATION WALL. SOLID BLOCKING BETWEEN TRILJS,tES TO BOTTOM SIDE OF PLYWbOD. 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. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (Ti PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION 2 Hour Fire Resistant Soffit SCALE:3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOF411 NON-VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SEE DETAIL 55ID-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR 4'-0" INFORMATION ON FIRE 4'-0" INFORMATION ON FIRE 4'-0" 4'0" INFORMATION ON FIRE BLOCKING @EAVE BLOCKING @EAVE BLOCKING @ EAVE 2 N= 2 N r 2 N 2 F- ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule RidgeVentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft,) Off-RidgeAmt. Req.) Total Ventilation Provided by ATTIC SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventilators SQ. IN. of ventilation of vented d IN of of vented ventilation to be provided SQ. IN. of SQ. IN. of (See eu El S ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 2.0 Floor 901 865 124 432 31 216 276.0 0.0 276.0 (Zone 1) Main Floor 0.0 2.0 (Zone 2) 886 851 122 425 30 213 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 3) 1012 972 139 486 35 243 276.0 0.0 276.0 Upper Floor 0.0 2.0 (Zone 4) 1008 968 138 484 35 242 276.0 0.0 276.0 -NOTE- GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. NON -VENTED SOFFIT 1 NON -VENTED SOFFIT SEE DETAIL 55ID-1 FOR 4'- L. 4'-0" INFORMATION ON FIRE BLOCKING @ EAVE r 2 N x f NON -VENTED SOFFIT r----------- 2 I CN 4:12 PITCF� F/A04A A FIRE RESISTANT NT FIRE RESISTANT IRE RESISTANT IRE RESISTANT FIRE RESISTANT PLYWOOD LOCATION. LYWOOD LOCATION. LYWOOD LOCATIO PLYWOOD LOCATION Ae�41#0 i lim CATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH UU INV I BREACH DO NOT BREACH DO OT BREACH 0 4:12 PITCH 4' OFF RIDGE VENT 4' OFF RIDGE VENT I 4:12 PITCH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PITCH 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4'OFF RIDGE VENT 4'OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4:12 PST H 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4 PITCH I I z j PITCH 4:12 - - -� PITCH I I OF 1 1 4:12 4:12 4:12 ITCH 4:12 2 �' PITCH' 4:12- - 4�12 4.1> PITCH � � 2 � � PITCH r ( _ PITCH PITCH PITCH I PITCH I I I or 2 2 FIRE RESISTANT I I SEE DETAIL 55ID-1 FOR SEE DETAIL 55/D-1 FOR LFIRE RESISTANT INFORMATION ON FIRE I I SEE DETAIL 55/D-1 FOR FIRE RESISTANT I SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR FIRE RESISTANT INFORMATION ON FIRE SEE DETAIL 55ID-1 FOR SEE DETAIL 55ID-1 FOR PLYWOOD LOCATION. INFORMATION ON FIRE 2 PLYWOOD LOCATION. BLOCKING @EAVE INFORMATION ON FIRE PLYWOOD LOCATION. 2 INFORMATION ON FIRE PLYWOOD LOCATION. BLOCKING @EAVE 2 INFORMATION ON FIRE INFORMATION ON FIRE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE NON -VENTED NON -VENTED NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT ROOF PLAN CL N �mx (ff LL 0- C__ -a O I_ U (6 O'Cu c 0 (DY a) C N 0- C Q O (6 U U ,?� O: a Q 3, > •^ :� > = w (U O O 42 W •6,� P e°es � \� �yv tc 0�: dU• �� ti " fr`�`ff�dP�"a c I S 1Ilite.��i4'` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W O �E a 8 J N O LL 00 a) N EL ib 00 7 Lo C? Inc0 Q Y/ u) N r Q J M "t Q C - u- O W J IL LL 5 0� (L Z- rn a o uYi L O W o `6�� m W (1) c m LIJ W N z Q O J Z IL N iiiiiii U ¢ Ln U O z, 0 J O W Co z M o g z z a J d N N CJ � � a `o 4--r rii (Z w Li L �N (� r- w U c w F- J p I z U o vO0 r~ u7 O ¢ 0 r• N CA O J W M M u Z o S z Q ni z. z N La-E E vo oz z ® z F- O E IN xo °< a= �o "0 a ZW Q ¢ L fu O o < U � Z z Qi J Nm a°° z4 W z u� to o zo U a u z W ao �� �- r3 z <F = o o � W zla � 3 c T G7 CV \/� � M M ^1 Li W �O CM LS7 Y U O N m o 00 ,- M M N �- O N OQ � 0 N � 00 T N E E I) z M Z 7 N E O C FL E U � Q p JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 10 L LOW ROOF / FLOOR FRAMING PLAN SCALE:1/"=1'-0" SYMETRICAL PROVIDE HUS26 HANGER @ EACH TRUSS TYP. TO LEDGER UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B ' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 * 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET wl 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ ) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F wl (32) 16D SINKERS & 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) (14) 114" 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 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RS H I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 1 -35.94 -49.57 -49.57 -49.57 1 10 GABLE 1 -38.22 -38.22 -60.99 -60.99 1 -60.99 I78.58 I �O -^ r 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 i ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDS r t ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD Cll ROOF SHEATHING: 0 I Q SHINGLE: %6" EXP. 1 (24/16) or 1Y32' EXP. 1 (32/16) i e TILE: 19/32" EXP. 1 (3716) i© NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" 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 GABLE 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 e _ l 3r 3r ROOF > 20 TO 45 a=oft DEG. [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. p l` O e QU M N C 00 X }" O NO M M C Y 4 C::Q N C: ?� U Q w N > >� �L2 — E r R3 ° ; to CD Q > i 0 11' y 0 , To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v N v E 8 Q O J � O N N 0 a0 c N 0- co �°� N VJN��2 Xk C M V W �i M u LL O W � 0 J , (+� W W Z m ' o O Imo X0 0 W 0 r0, o m W M rnrn m w co J IL Z Co N 0 �n N V 5 Z � � 0 U) W IEMI z N (h O O O z z o — n LION M (nv) Z aCzv CD o N U O w �o V) c m N NrG co E win Uj r 3 6Io ¢ o N O m z M M a zo z V E za �° zo z® (U F— M U 00 o� z O N Qz 0 ¢� wz �� L rp C _ Z2 OY U w ro� 0 zz z m Q W z 0) 2 Q o LL z g° a NW U �o oLLr� �- O ¢a y0 a Mj O _5 o T L > �t I c� M cfl � T � O CV O L!" � 5 v' r CY C:)00 M N o N M C \ CN T d- 1 O \ /1 L J 3 p o z Z �; E O f° @ a E O U � q p C J JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. -- 18'-4" 72'-4" 18'-0" I. 18' ROOF FRAMING PLAN SCALE: V-1'-0" SYMETRICAL NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT SPECIAL CONNECTIONS S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" 1/2" x 5" TITEN HD ACHOR WEDGE -BOLTS BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 1Old x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 1 Od P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32)16D SI KERS& LUGT2 3100-M 4520-F 3100-M 3800-F w'/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 1 Od SPT22 735 8 - 1 Od SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 680 1 570 1 (20)1Old x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 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) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 (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. au LL cc C 70 FX CONT LEDGER 'ON] < & Cl) IL U) V) Uj LLj 2 3CU : SEE SHEET D1 FOR ROOF FRAMING DETAILS RS�+ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 e a 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 e ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �f(®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 e 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 (2%6) or 16/2' EXP. 1 (32/1r 2� r TILE: 1%32' EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS e 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. "X" HTS 20 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 1 Od SPT22 735 8 - 1 Od SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 680 1 570 1 (20)1Old x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 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) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 (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. au LL cc C 70 FX CONT LEDGER 'ON] < & Cl) IL U) V) Uj LLj 2 3CU : SEE SHEET D1 FOR ROOF FRAMING DETAILS RS�+ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 e a 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 e ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �f(®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 e 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 (2%6) or 16/2' EXP. 1 (32/1r 2� r TILE: 1%32' EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS e 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. 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 WEB 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) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 (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. au LL cc C 70 FX CONT LEDGER 'ON] < & Cl) IL U) V) Uj LLj 2 3CU : SEE SHEET D1 FOR ROOF FRAMING DETAILS RS�+ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 e a 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 e ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �f(®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 e 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 (2%6) or 16/2' EXP. 1 (32/1r 2� r TILE: 1%32' EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS e 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 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 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. olio s� N � m a � (Q p m C�a�1 � C N � r 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 (Are -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315,1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET (. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;O P. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �{]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD: HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 3" VTR I 3" VTR j �- I JIL i I I I I �I OPT. ' I I LAV �V HANSON I I BOX I I 3 W/C LAV T\ 3" SHOWER TUB/ — W/C SHOWER \` 2nd 3 ,F.F�R STUVENDOR DBL SINK C O W/ DISP. 2" LAV 3" rJ , .. W/CQ�3 LOAD CALCULATIONS `O DISCONNECT F— — — OUTDOOR LIVING INSTALL LIGHT �� ROUGH -IN / C FOR OPT. FAN/LIGHT WP 3 ( GFI i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. — —� Unit -A- (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 WATTS 1 12000 OTHER LOADAT1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 KW at 100% 10000 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER Optional Overhead Service Same As Underground 150 Or 200 Amp Service I Power Co. Feed 200A Indoor Panel Center NEMA1 RMAN 200 AMP 3R I Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram IOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF 'HE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. TOTAL: 31768 LOAD WATTS --- 240 VOLTS I AMPS: 133 PROVIDE 150 AMP SERVICE DB & GFI TO BE ALIGNED VERTICALLY GFI DEDICATED jGFI RECEPTACLE FOR MICROWAVE DINING \ \ � RANGE HOOD PER SPECS Ip KITCHEN l GqI FI 0 r-CaF1_J ---- ---- GFI -- --- SWITCH FOR DISPOSAL IN CAB UNDER SINK C.M f II \ I GREAT ROOM >ROUGH -IN\ FOR OPT. CH FAN/LIGHT 1 y� � I TO SATCH UPSTAIRS I FOYER G GFI - \ @ 44" W.H. A.F.F. 1 \ O I � I ENtRI I GARAG E WPDB LIGH��AS FIPEER 1 \� / GARAGE LIGHT AS PER SPECS GARAGE DOOR ' GFI ' 1 I W I Q Ip ZLU IU a I I W W Z I0 I �00� ��wo ICU I I Q Ud lu- rrW I > -j m I tCOACH LIGHTS EWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE:)/ '=T-0" 2ND ELECTRICAL -UNIT-A 1532 SCALE: y"=V-0" N N -C O c 0f�0' e aU CLmx - M LL V M `O N C � N c CL C Q;0 M r a.0;� C0 a U) 0 0 0 C L) �W N C'V c>' N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N v n W Q v E O om 8CON CN N Cb 0 N a00 ctO.i a- m N r'n to ".�� "t ¢ `J` a m J LL O W � o JLLLU o Z IT 0 r @� w (If o W 03 05 Z IL cp m w OD d N M Z Q O J Z N Q 0_ to O O U L) W W ❑❑❑ v M Z N n o z z o � d l(J N z:9 `o �N (9 LU O v) v) W o °I�rl U .. all'— J L U I _ Go W CIO Q O N -m 14 I� � ¢ w z co - LL (L E wo -O >� QN CL O E U Z Fm— O z0 1<¢Ww a z DO O w w N I— oo w 2 ate.. L' C � �Z O Y �Z� m2 O LL Z N J m ¢w �z to a� �" o2 5� a ww az nw W yLL �3 O < w _0 �o O I >a F o T .L > d. o� CNJ 00 � r O LS7 U 5 �o 00 CM r CM N F— O CD 00 d- J o r LO E E C Z m Z E C) vi ca a E U � Q p JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 13 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER kl&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 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN ;O EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �B PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD,. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL _t DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I jI HANSON BOX I I --- ,I` I U W/C LAV SHOWER TUB/ W/C SHOWER LAV 3" VTR AIL I I I I I OPT. LAV L� _I I ply' I 3" 2n STUDOR F� VENTq I I DBL SINK L W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -B- (1516) SQ. FT, AT 3 WATTS / SQ. F.T. 1505 S.F. 4515 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10515 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33575 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9430 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 1 5200 TOTAL: 31734 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service 1 Power Co. Feed 200A Indoor Panel Center NEMA1 200 AMP ER MA N 3R Cable #4 Solid COPPER Ground DISCONNECT ------------------------- OUTDOOR LIVING C.O. \� e> INSTALL LIGHT ROUGH -IN FOR OPT. GFI i AN/LIGHT ITT, Intersystem Bonding -7 Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI( U I 1 DINING ( KITCHEN 1 0 1 Gf� —_—_--_�_ _ GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK I I I I I I I I L_SEI� 1 A UPSTAIRS GREAT ROOM / '\ I' ROUGH -IN<-"\ FOR OPT.. yf ' FAN/LIGHT< I 1 1 I � l W.H. I O A. 1 GARAGE1 I I GARAGE LIGHT AS PER SPECS GARAGE W DOOR GFI r- — — — — — — — — — — — I — — — — -- I I I I I� I I ZIW O 1Z I I U IQ 00 I I u-IF- IW LU >I COACH LIGHTS OR PREWIRE AS PER SPECS DB -0WP ly ENTR GFI 1�`_'J LIGHTA PER SPEC DB & GFI TO BE ALIGNED I VERTICALLY I 1 IY _ W Z LU ~ LU +Uj0� / >�m / 1ST ELECTRICAL - UNIT-B 1516 SCALE: Y4"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL - UNIT-B 1516 SCALE: Ya"=V-0" .a > O ti O C.4 r.� 0 a m X, M LL a -0 O �-- g NO M � M c � �Y a) �4� 11; E' f - N W U W J Fn O O 0 W CV CV C� v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. "r a N d" E 8 J iJ 0 0 N N 4? cc N N d ip �r-�a N o �cN0 y a , N 5 J (�CU w 0 Y U) L f6 �rC? W 7 N N Oco = S > � �m W Z IL �w w ur) Cl)M O J Z N Q of O U U W co r 11 M � Z CMV M V o g z (D Z o �C �� 13 V) N M z CZ (3) 0 0 a--+ U _ 0 to w o c U 1 - J E 4 Ilk U o y b Q m N �� co w co o Z ce E O zo o ul g >N ¢ o z0 CU t— Q E XO 06 Do U -w¢ Z C� QZ oZmO ZW w YQzZo Z Cn go a W � ��=G nj o w¢ >° a z< ° 0 r ui rn 00 cvi O �o 00 M T co N r-- F-- O N 00 b- r c w O o Z Z :3 E O �; a_ EIDc U Q 0 JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 14 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE ,SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. P4 FOUR-WAY SWITCH .$R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS a TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Iwo EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) PHI CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) FTq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 09 ELECTRIC METER owl ELECTRIC PANEL _I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I r� I I I I I I I I LAV 1\ � I ti TUB/ W/C SHOWER LAV 3 VTR AIL I I I I OPT LAV LAV I I �Lj W/C SHOWER —3" STUDOR VENTTI DBL SINK TI W/ DISP. W/C PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS Unit -C- (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 100% 10000 BALANCE OF WATTS AT 40% 9574 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS --- 240 VOLTS r AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service Same As Underground 150 Or 200 Amp Service. i Power Co. Feed 3R 200A Indoor Panel Center NEMA 1 200 AMP N P /— Cable #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 08, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. C.O. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT GFI F DISCONNECT F_ — — — —1--- L� 1 DINING KITCHEN GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ `,FOR OPT. FAN/LIGHT' I I I �\ TRY Iv 1HT AS R SPECS LU w m ►X,DEDICATED iWiRECEPTACLE FOR �W.A MICROWAVE RANGE HOOD PER SPECS C.M j UPSTAIRS F 4" `\ `\ W.H. .F. ' \ O I \ I GARAGE I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI r----------------- I I I I J I I Ip Z I I� Q IQ d I I IU Q I 10 U I I �w h liI I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL —UNIT—C 1624 SCALE: Y"=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL —UNIT—C 1624 SCALE: y4"=1'-0" cue N .;� O c""� Of`O c s L_ co CN X` 00 c iil Q N L - C (U CD -,(Ua) E Q Q O (>3 V O O � Q ;3 > — t13 E�. -� to O O >>E- '0W N N cli CD 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q N V E O J o U LL M V N m Na 0 oo NCO¢ CJ C3 * Q C -J LL p JLLX z�0 0 —-6 W m013 =­E': o r 0 '-mW o iov0 W� IL ILZ�MZ °' dm � ONmiWJ N Q U UIR ��❑ Z N M 0 0 Z � N z o � a J QD N N M z 4) U 0 fC5 W O 111 V! � w ® J = L 8 U o �® Q N 0 I� o �ZM M J ¢ Z 2 o Z Q L.L s? E Oou zo oo F� Z ¢N Z® ❑aO C XU oa 0 U �� Z O E O i a z w o ao a Z J w0 fu z =Y mo zz Z J 0 ¢w 'n 7� o ZZ go �� a nw W �LL _' O ¢Y < � zl¢ a �3 0 o t >� ui N L (D � r M co r a c� Lf r O L"> 0 r m O 00 CM O '— M N � O 00 11j N J o L0 E c a Z (0 Z E O N N m a E Q a JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 15 El0______________________________________ ___________________ _ ____--- ---- _______------ ___________________ ___________________ ___________________ OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTDOOR LIVING OUTD0OR LIVING OUTDOOR LIVING OUTDOOR LIVING I I I I G a d DINING KITCHEN Qio CL KITCHEN DINING a KITCHEN I I I I I I 00 i I 00 - I [111 I O o r__J L__, O O L__, --- E - J----------L--J -- -------- GREAT ROOM GREAT GREAT ROOM Ire AL RAN FOYER (SEE ELEC. RISER METER BANK ION UNIT ELECT. .. r. DIAGRAM SHOWN 'I r, r♦ ♦� ♦• 1••• �'•�. H.Hi'.•• ��.•��i � I ( --_ ••i I �: i '_i I, Ili i�-' ' MEN r, r, _- I ,••• ,••• r, r♦ .!.; 0.• r. OJ \ \ 1-CAR-GARAGE - ARAG .® \ -FNTRY _ ENTRY PROVIDE A MIN. 12" VERTICA -- \ SEPARATION FROM ANY / ALL \ \ \ UNDERGROUND UTILITIES ------------� �------- --` I I I I I I UNIT -A- I I UNIT -B- i 1 UNIT -C- (1532) i i (1516) i 1 (1624) I I I I I I I I I I I I I I I I I I --- ---�Im r--- --- --- ---I --- --�-- --- I I I o� I I I I I I I KITCHEN I 00 -r__J �—J-----�� u KITCHEN I I I I O 1-CAR GARAGE 0 1-CAR GARAGE ENTRY ------------ UNIT -D- (1625) I I _ I I DINING DINING ENTRY ------------ I I UNIT -D- (1625) I I I I FOYER IN II' r., .❖ :•i KITCHEN I IL I I FIE] r — — J KITCHEN I I I I OOr- EllMAI :1 I FOYER RISER I • • :::: • :•� • IDIAGRAM SHOWN .�.• �•• ' DINING I 1-CAR GARAGE — 1-CAR GARA-6E' 1-CARCRAGE EN j Y ENTRY ENTRY / / / ® • I�ROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES r----c-----� r-- j------- I r--------- - Iv�-- I UNIT -C- i I UNIT -B- I I UNIT -A- (1624) i i (1516) I I (1532) I I 1 I I I I I I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: 3/16"=1'-0" O I'- Q -A N Qm X �V-EL i Q — N i •N Q� C � 'E Q ca ♦O' /^��` N U W - t U N � C) > - CU w� QQ CU "U) O O C= U - _ CU L .> > >2 — W CV N O N CV ` O:) To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, v n W W a C14 O E 0 -L M $ w V 0 La N 0 F�F Y_ OD N N ELW W 0 0 N # 7 '-� M 3 u7 u O w u- tr a Z —1 L N D 0 rn C2W CV E (O 0 Z ILW mon Lu c Cl) Cl) ♦a Z N Q O OU 0 W W ❑ ❑ ❑ U � r z N M o z oo N � Q � E3 l^' N Z v U o 4-1 � U 0 V) w o U w F- J — lO $ o cf~ ui Q N 0 o w M CID, z ¢Z o s Z a U- Q O Z � QO wz }N QN z8 oa Ca Ca @ XO 0U U O_ zYU�8 a¢zZ¢ <.mi INp 0 zwZ JE " ow zaKz o� ao w LU U <o =Q o Cfl 5w ;o a x r 0 o3 0 T w T CINJ 0 C� M M CA0 r � O CV O � MC:) 00 r M CN o 0 00 oo N � J T L0 c o N o Z z E o ca a E (� 0 Q p (D JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 16 -0 N t o O O O O O °°• v .a v •.. •ea v 8F8-1B/1T 8F8-0B/1T O O O O O D O O 8RF14-1B/1T8RF14-013/1T 8F16-1B/1T 8F16-0B/1T © O O O a O O 8RF6-0B/1 T 5", ° U6,1' :O,° ° O O 8F20-1B/1T 81F20-013/1T 8F20-113-2T O O 0 81724-1 B/11 T 8F24-OB/1T F 0 O TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 8F1� B/1T a z ib g u� O N Z tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT iic precast lintels = 3500 psi. Pc prestressed lintels = 6000 psi. §routed per ASTM C476 f'g = 3000 psi w/ Maximum 3/8" aggregate and 8" to 11" slump. concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7/32 wire per ASTM A510. 81ortar per ASTM C270 type M or S. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP #5 REBAR AT TOP MIN. (1) REQ'D 1/2" MIN. (1) REQ'D- 1-1/2" CLEAR d n CLEAR = O d C ✓ a .M.U. w C% as a Lu u C C.M.U. e 20 U � � .0 a e GROUT � LLJ J � wSQa? 5 REBAR AT J N WBOTTOM a OF Z w u) r 5 REBAR AT BOTTOM LINTEL CAVITY ¢ ¢ REQ'D o BOTTOM REINFORCING xC,/ O o MIN. (1) PROVIDED IN LINTEL , (VARIES) U) LL w �� 7-5/8"ACTUAL —16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \— SYMETRICAL I rD nD rD (D) n nD n CD) 2ND FLOOR LINTEL PLAN_ 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 (F) (F OFO iF0 O E I I O O O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SYMETRICAL O M c14 Q m X cl-i N a *-r Mom CD 4) ,► + N a-C Q M p N (� CL Q .�i E M; to, 0 O U �O �G o� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v N W N v E 11- 0 J 6 cot)w 0 U N 0 N # M rn CNN CD 2 Q IJi ccoo d' Y/ N S J 0. � ro � LL 52 h o w J w � o- Z cO7 0 0 m Co t @ o 3: 7 Co N 0 O OY W �oo m w w Z LLLO coZ ¢ O N QIL n O (� � " Z 0 Co ❑❑ W ❑Arm Rai Z N M O O Z ip QO QN z O Q Q � — N M Ln 'zn ca ^ , C V O LL T fn � m U O W O V) w N � 60�0 U W E asp =3. Of U) I Q O J W Mm o z � LJ- E z o - > a R ca E 8F- z® oa co XOU Up r 70 0 Z C O C N L a az o QO a z CID ¢~Z o y mi z F Z J m ¢ Q W z to 0¢ z go W � a y W o CDco wl a z za °3 C 0 r > d' m C114L 0 r 6i' O C5 �o 5 M 50 r 4. M N Q0 �—' O N 00 T O E o O Z co Z E O N CU co FL E U - Q 0 -J JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. L 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL. IN FILL -PANELS. N L EN SIN INDOOR AND OUTDOOR SWIMMING POOLS HOT TUBS AND SPAS WHERE THE 9 GLAZING WALLS AND FENCES ENCLOSING A BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.15. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3• SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. L ROOF FLOG TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL 00 AND R RU FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 00 LF AP OF 1 P PLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE 4.2.1. 3" 1 Y" Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 WI 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9X7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL 1 STRUCTURAL 1, /32"US IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D D F IN ERR SUCH ALL PLYWOOD 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1�4„ DRYWALL SCREWS AT 12rr O.C. FOR CEILINGS AND 1/1, SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL IES SHALL ONTHASTNFORM OMA525-87siWITHG90 NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING NRACCORDANCE 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5, WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpogr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department 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. W >f O s Q m N caLLa _0 p , .CU CU 0 c"aNY 1 C - N CL= N-'-Q Q :Q r N ^` 3 •> (� _ - C (a N O O ;? ,C U �, _ CU L -0 'JCL W OWN < .• +• F $ lf��e�Of \V ,,rr tt})`` a� ee EE t{ elliult"t,� i`�� , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. C N An Am 0 M B w a N V � O C mop Nam N O Q L� M Qj M V N a JLLLL LL O w 0 _ v Z tm� a��s O O $ m ��N�o O = Co W io °' 0 m W w �.' N Q O' ILW ZLLN O U ❑O❑ (D M V a ZM � N M O 0 0 N z o � � J r M Z = Q) O 0 �N �rrs w Ow o �N= U LU - E L U Q m 0 N mco �m o w Mz o zd LL_ Q O zo � o0 Zo aN z® U U �'o UO I- CI XU U p Z o N ro a� wz o �W ww - f0 - N <o z Y U 0 m Z , Z � N m �� �W ¢w �W yZ 3S W Q 3:LL o� a �Z w =� J o O F 'o 10w zl a a r= o r I E2 C7 r M M r Ls7 � O LC*.) o 00 r 4U)CN M M N F- O N 00 C_�i ZZ)J N o LO OO d' r m Q o z z :3 y E O a M d E U _j Q a JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. N CL CC E M 0Arc ID ci cp 04 Co Ci IL LL I. E Li ICU 20 L CN LO 0 aSN 1 ) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I I I I ..................I. I'll h:'::':::.. I:I::..:.:...:................:'::': .'.'..I.'.I........... m w �......... 16GAx1-1\2" LONG (3/4"-1" CROWN) I I 8' Il'I. I'..::': L.I. MAX -'.'.'.'.'.'.'.'.'.i'.'I.'.'.'.'.'.'. L............1.1.'::':' 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 I I HOME H C G GARAGE SIDE O O O 10 5'-0"10 ¢ - STUB -OUT FOR 1'-0" o o GAS METER O V O _ � U O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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. W-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 5000s 1.8/1.7 wood p panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 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 1902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap X FILL CELL STD. 90' HOOK BOND BEAM U) w a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR­1� � C�OC #5 CANT. IN FROM NDATION TOUHIGHEST ------ BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N,T.S. 1/8" min. 2" )Small gap 2" 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"min. J 9 4" max Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI 5000s5 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1l2" 11-7l8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2xrequired when Indicated or_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --\ DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls -,- higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer __,,� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over 17--- blocking and wall or beam below.* - Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Uu N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION "INT. BRIG. WALL require additional consideration. I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger 6„ A %" ROUND HOLE MAY 6" 1 6° DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1yZ' THE WEB. PROVIDE AT 71,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. 1'/2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 z" 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. SIMPSC w/(22)- NAILS T 5/81 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) :III=1 I I—III-1 — I Nail with 10 10d nails, -I 1=1((=1 I I= I -- _ Install tight to top flange. SLEEVE THRU STEM ° ' ' SEE PLAN FOR °. ° .. FOUNDATION INFO STEM FOUNDATION Filler block. r- GRADE — OCiAiC CC= CL A Ai \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. rvI.I­nr%0C:-+ r-vu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �I® —LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"- CENTERED @.PIPE PENETRATION C - d `PVC OR SCH40 SLEEVE PLUMBING LINE z •'a • co � a SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION F/rPLUMBING LINE d c a da. a no G -I I II I —I -, I I 1=1 a a I i— —III— v SEE FND. PLN. SIZE & REINF. C2 U � N O �I V 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" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING _\ @16" O.C. W/ (2) 10'-0" (R302.11) 1 Ari TnFNAn R T R R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3114" TAPCONS @ 24" O/C & •� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. 41-ON 3" 6 x 6 W1.4 x W1.4 INMETAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `' MOISTURE BARRIER ve SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM ll—III—III—I m —III-III-III- D7158-CLASS G or H, or ASTM I �. ITI== III=1 • 1= D3161-CLASS F, IN ACCORDANCE w/ TABLE _ 111=) 11= i=1 I 1=1 I I-1 1I- R905.2.6.1, FLORIDA BUILDING III I 11=1 I I—i I =III I I I=11 CODE 7TH EDITION (2020) 8' rl I I I I I I I I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 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 Uj NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE - _Z o 6 MIL VAPORI BARRIER I , D C III —I °• 11= N COMP. SOIL. ° (COMPACTED TO 95% nl I T 11m MODIFIED PROCTOR I TT ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS -]/FO.H.D. RECESS z SEEA/S30RJ/S6�ILIII Illlillll IIIII FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING # 12" O.C. w/ (2) 12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END HEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFY 8CHLDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (04 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. y (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 10'4' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION li CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. 211 OIL x 6 W1.4 x W1.4 ATTACHMENTS i2" 6 x 6 W1.4 x W1.4 O @ 24 O.C.) WWF OR FIBERMESH -\ / WWF OR FIBERMESH " a v ELEV. -0'-3112" z 13 1/2" MI �31/2"MIN. 7 1 d e o - _16 a n ° A.F.F. p t> G a 2x4 CONT. U_ ° ( _ ° f I�=TI I-ITI- 31J2"(min.)- 4" q� _ I I I=1 I1=1 1=131/2"(min.)- 4" c -jr _ _ =1 —ITI=1 I �I _ _ o — 1=1T it t 1- GARAGE DEPTH VARIES a n V . 3112"(min.)- 4" III=III - —I I 1 III- 3 1/2"(min.) - 4" III 1=�00 il- I I I I_ fiT=1 I =1 I I-1 I T�I I Il I I' '' Tl_I; �1TI I I I I-1 11=1 11=1 I I I I I�I I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED . I ' 11 H GRADE 0 � C 00 '7— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" •- 2 1 1.1 q • ••r ■ BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS •� �. • — I I II�J-TI—fI•il I �..: .�;.• ' - 1Tf=1 f e _ ao I I I I�I I II • .4" 1 1 1 IE�l I I_III SEE A/S3ORJ/S6- - -'I!I, III,i,111111 II FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4xW1.4 WWF OR FIBERMESH 1 D —� I —1 —11 I D D .� ° 6 MIL VAPOR BARRIER , Ii 111 I I II I A I p -II IIIII • e (2) #5 CONT. EX = 411 V-4" 8" U.N.O. MIN. TYPICALBEARING WALL'--" STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" eos 2x STUDS @ 16" 0/C \ 10 M�N�o s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F740kSl] FINISH GRADE °O [GRADE 60 MIN. F 25" MIN. LAP [30" MIN. LAP] #5 REINFORCING BAR R 1 7/8" --\ �I I II II I �I II I I� r #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM III �_=1_TI=1 I f 1(1 1 I f=r 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0_� 1-0 CONT. BEAD SEALANT a A. Q INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C _E = _ N I I=1 11= 11- F I 11 Cl) 6 MIL VAPORI=1 I=1 1= ��L BARRIER ;III I I II 111I=11I ==,I11111111111 „III_, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE -1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N I WWF OR FIBERMESH co — A K S3 36" MIN. LAP [36" MIN. LAP] 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 (2) #5 CONT. - 4O 11 11 IIiITI l III H , 111I81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE LU W C 0 g I —I I —I I —I I I W ' I —I 11=1 I I 11=1 D• ''—III—III III —I ° (2) #5 CONT.-,' =1 I I ON 3" CHAIRS (TYP.) 8" 1111 CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"1 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO . II —III —III —III o III III —III —III—' r E� TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° Al SEE PLAN FOR J4_ _ &LAYOUT DESIGN 4 ° - - - TOP OF BEAM ° - - SEE ROOF PLAN 00 a 1�,r T 1 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO M II ° 2I II 2x4 P.T. PLATE g 711SI" O.S.B. COLUMN LOCATION - 2x4 #2 SYP P.T. FRAMING w/ T� f17,1 I1 I I-=1 I 1 11I �,I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6+-' g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE x > SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE Q W CONNECTION INFO. SLAB STEP &RECESS S.G.D. rM SCALE:3/4"=V-0" S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ I I z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. N ' w SIZE VARIES PER PLAN M j w/ MIN. (2) #5 VERTICALS 00 ? GRADE a > L FILLED SOLID (SEE PLAN FORLu = =_ o w SIZE AND REINFORCEMENT) c0 = ? ,III a As I-11 I I ' LU BRICK PAVERS Or SLAB PER Lij p p = j _I • • a•n I = Q 0'-0" FIN. FLR. COMMUNITY SPECS LL i— e—I -- ! I- M 'I _I I < Q ! _ FOOTING -' 0~M ewe c.� Q V N , CLM X` W LL c -0 O - 04 <L Q Rf 0 (a C N N (D °� C N - a a"0 N +� N 3 � w v CL-0 =�- C O O U as p >>W P ow .•'' SSE b v � ) `e G O U °t110 a s pp sse F L.• j. tlssr ''•••., To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W ti W N. vE 9 11- 0 m LLJ Q N 0 5 N C . W 3�� N � o 0 U)NO� fN co v n Q ju_LL u_ O W � a W 113 01 Z 0 m, LL 0 o o W0�6_jO' m W w Z too o N Z ¢ O J IL N OU �¢ S 0 W J ❑❑❑ M � z N C) o g z z Q J 7 M U) C%i z a0 `o U' Ca 111 mi O � o N �aI— co U I— J Rigu, U O N c rno O 0 ti o w Z ce E oa zs a E 8 I— ¢� mo X U Q O z'� N i ao wa ¢o o wz � w _ f z U .2 '0 o Ow Z F Z co _j m ,� Q W �Z W U o� LL �� z �w =r <O o� ~ �3 o w Q ;o Mj V a zla x .0 T E2 > d' 6m 2 m �---� �t M C cy Or Lfi 1� U O.F. V �o 00 r 4. M M N O O 00 O 04 O LO = o Z N z O to E N `m = m d E o () J Q 0 _ J JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. S3 (MONO) TYP) SEE ELEV. (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE �� VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (�'P) SEE ELEV. SCHEDULE)UPLIFT 0 CONNECTOR (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION 1/2" GYPSUM BOARDC. 926 APPLY 3 SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8"LAYERS OVER 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS DRYWALL NAILS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ RESISTIVE BARRIER PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2w/ (12) 10d HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 FACE OF BLOCK WALL IS 2.1/4" [B@LEACH OCKING W/ 2-16d TOE NAILS Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS END - TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑Ful COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR —/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v TO BLOCKING WALL O/C FIELD v a- 2 2x HEADER WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE () 2X4 PT STUDS @ 16 O.C. V2-16d NAILS @ 24 O.C. OR V// PER PLAN SCALE: N.T.S. SLI ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM ma 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ (8)10dx1 1/2" MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE 2x STUD @ 24" REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD ROOF TRUSS STAGGERED FROM BOT. MAIN SPAN 2x P.T. PLATE EQUAL @ 12 O.C. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE.O.BLOCK R (UPLIFTSEES SCHEDULE) SEEA/S3FOR PLATE TO CONCRETE SCALE: N.T.S. SL� S4 SCALE: N.T.S. S4 AND FILLED W/ GROUTW/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFT CONNECTOR KNOCK -OUT 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) BLOCK WI (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. �S4 DOUBLE 2 4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) x 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)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW d p G a d a d 8 STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 0 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" NOT TRANSFER LOAD. - WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) DOOR STOP PSPN516Z w/ (12) 16d NAILS 71„ -- --- MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 °O°° ° o • HTT4 w/ (18) 10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF ° °°: ° . DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145#SPF) 58 — -- DOOR �8,. ICE STAGGERED �/ ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (3075#SPF) ° . • HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SDS (4565# SPF) " J-BOLT i r�/� — • HDU5-SDS2.5 w/ (14) 1/4" x 21/2" SDS (5645# SPF) 41 -- _-- TRACK ` • HDU8-SDS2.5 w/ (20) 1/4" x 21/2" SDS (6970# SPF) 34" BRACKET G �/ 10d @ 8" O/C HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) _ — srq • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" ,o EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. DOOR TRACK EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT 6 3/4" 10 ---- - W/MOUNTING ANGLE W/ 4 16d TOENAILS TO P PLATE j j • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R, 31/2" ---- ---- - - MIN. 8" EMBEDMENT w/ WASHER &NUT NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT FASTENED TO TRUSSES WITH 8d COMMON O FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION EDGES & 8" 0/C FIELD = _ = PORT @ EACH VERTICAL REBAR & DIRECTLYABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK (K'� TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SIMPSONSP1 w/ (10)10d NAILAT NAILS AT EACH STUD BLOCKING (TYP.) 2O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS 54 PROPERLY. 2x P.T. PLATE ROOF TRUSS (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON nc W/ 8 EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT G 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF �7 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 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 AA/S1 SP4 SP2 SIMPSON SP4 _SP2 FF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING NAILED /8"x10" "J" BOLT INTO (2) 16d TOE NAILS @ 24" O.C. MAX. TRANSOM 10d NAILS @ 6" EA. BLOCKING IN. (2} PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED 2X P T SEE SECTION WIDTH OF OPENING VARIES 4, FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION - 2X8 WALL ABOVE FORM CONCRETE INSET TO OVER TOP PLATE ** HOLD DOWN CONNECTIONS PLATE AND BB/S1 FOR C° ENTRY 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR NOT REQUIRED BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON PSON BLOCK WALL ABOVE. @ SCRAP MATERIAL ( ) WITHOUT UPLIFT J a SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & MAX FILLED REQUIRED CONNECTION RECESS SP4 SP4 > LINTEL 5/82X000 COLTS O S Fp 0 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ N @ 12" O/C EACH FACE OR MASONRY WALL FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED �+ 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl0" OR n G l� 2X8 P.T. BOTTOM P TE FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 (2) 2x HEADER SEE PLAN SP4 SP2 SIMPSON 4PSON MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS STAGGERED A TRANSOM FRAMING IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) ❑ o 0 BEYOND. 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 8x8x16 C.M.U. CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES E SHEATHING TYPICAL (U.N.O.) SIDE w/ 6 10d x 1 1/2" EACH & 8" O/C FIELD o GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL B .,,. GARAGE FLOOR DETAILS TRAVEL DIRECTION OF 2x STUDS TYP, • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD p0 ; SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING Op OR U.N.O. SEE N/S4 SP4 SIMPSON SP2 w/ (12) 10d NAILS MASONRY �; ** HOLD DOWN RECESS SIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" ° CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. d d NOT REQUIRED @ PLATE) e a < ° a PT. BOT. PLATE BEARING WALLS NOTED ALTERNATE: . SEE PLAN FOR FOOTING BOTTOM OF MOUNTING BASE WITHOUT UPLIFT 5/8" DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL r(D) Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. Stl PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) S4 4)-r-o ti N 0 � C-4 Qm vLa, M Ia' c -0 p M C: 0 CL Q :O M N U N r2 O U ( < •— C) w > •— t -I w M 'n O O f > Lt f S�li RSI ��Fn IETt ��#�Ray*-F 4',��ii U �p . L I z � S 5� *lt 1?0F 0�t! �I'�'fEt{mitt To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W r` �E a_ LL O N 0 (% N O co:, tp W � 0 °o W N a Co H cn�ry an d NM d' J (7l � LLI 55 o ci _ate o o Co m O ID LI O n 3 ' N 0 OED W(0 W w 6 m Z N ¢ O J co IL N < O U O J Z W ❑ EI ❑ 0� z z a � v M N z a Q) U o 4- J FE O W o 14 c N U W J — E — t Y N U o ¢ 0 N e l� CD W Z M oz U_ Q E z� -jZ z Qs ® oa I— XO 70 Z _ O E C__)a <Q ao Q Nz o az ¢z s _ U m0 o¢ Z F Zy J �m >z (/1 3 F 1 z �U W ao U ?� S< w 2 No a o� r- 3 Mj o JW w� �F �O a O ON �U 3 C r > �j- ui rn CM cfl � O r f7 •� U O m 00 00 T— 4— CM CM N F— O N 00 C• C)r J L0 00 r ai E w E 0 v; o z m z = E 10ca a o 0 Q o JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 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) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 0 O/C EXTEND AT LEAST 90% OF , EACH JOINT W! (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/(10) $d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROMLSIMPSON FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALLBOARD ATTACHED W! 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2°x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED OS ATOR TACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD FV INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. W1(2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)—\\ MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOIL R SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2) 1Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF - "NAILS ATTACHED w! 10d NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. I I INSTALLED PER MANUF. @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO �A MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2"' NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. II II II I 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1, Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S j TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION co SCHEDULE FOR ' SHEATHING DETAIL BACKNAIL w/ ' WOOD TRUSSES 00 11 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2L% RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14�'- 1Od NAILS @O.C. TYPICA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.5. 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 s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL x @ 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10dNAILS 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. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANELL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING S EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS -��� NON -LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) el E. SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"= P-0 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 .4 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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('10 SCALE: N.T.S. S5 I.iVIV I L1L/11-\IIVV GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" 0/C (TYP) • 0 z w \.BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" UO" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 211x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=r-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w LU 0 a 0 1 z O Ji 0° b CI' O � T Q w o o � o O Q O o X � L . . . . . . . w �2 f— NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) ZBOTTOM CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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. i---� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( L AS PER BCSI SCALE: N.T.S. e c 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 SCISSOR TRUSS 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 pti0 1° a U N N m a. 70 C) s `., V M C) _Cu N a c NQ,• N Q .O M N {"; W. � •.CU >, > O 0­0 = E O O V M L �. LU Wry O • �. O � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W miney J M O O N S V w m w I0 0 a� N a co w Uj U) y N M V Q W a c U- LL O W j U- au�i z_ 0 L ro� o o ",°2 0 m WW Cf) uj w Z_ N Z Q O J N z OU Q 7) V 0 W J W ❑❑❑ ``^^ M Q N M V 00 z N z o � a �- ti JE3 M N z (3 .o 0 Q) a-, u, O W o �V) �. U) C' u.r J o i'••, S s � c� 0 00 N 0 o W M M Z z o 5- Z �d J c E E =o oLL > Z© oa XOU o< 00 o0 O E CV a z ¢ o Q a Z W. fa o �m 0 , z-W t a b QW z Cn O:E Z0 ¢U U ao a x Fr 0o O a o� a0 01 ZI6 M c r y N 01 M T c6 M LC> V Y 1 U O �o r � M M N n I— C] ON 00 c `, � N T �7 J o LO . (D N N .� E O to z z 7 E a a oa ai U Q p C: JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 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\ _ I a.A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —' INSTALLATION PER / CHART ON FLOOR PLAN J NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C -d. a e. .�,.— —. a'd a .- ww a I _ TTi=1II—III 6x6 w1.4xw1.4 I =1 11—I I I —I I I--1 I ° III=III—III c WWF OR FIBERMESH IT1-111=1 —1 11 d II1=1II—I III UNDERLAYMENT REQUIREMENTS SEE R905.1.1 xf:FOR PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - (RSHI - 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 W FOR MORE INFO LIj n= 3_�9— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. LL —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 0 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU rn AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 j F1 \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR I I ;III I I I (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION (:j: REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD£ 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL i SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER XE 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. 16 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 FLOOR TRUSS aO SEE FRAMING WEEP SCREED CD PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END.INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL 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 SCREEDLu INSTALLED PER. MANUF. U) 0 SIMPSON HETA20 w/ (8)10dx1 1/2" 1Cn NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS 15/32"OSB �1 EXPOSURE I x II SHEATHING _ `x I PROVIDE 11 BLOCKING AS REQUIRED PER II D II SECTION X-X IF i NOT FULL : HEIGHT SHEET I C II 11 + I II II JI I� G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 1 TT II T I F EXPOSUURR EXPOE 1 F. SHEATHING IIII I N SOLID 2x III C III I II II I @ALL 21 C SHEATHINGBLOCKING o EDGES (SEE III OPENING11L SECTION X-X II CAIIF III x �Ii x E 2x STUDS Ld III III II II II BEYOND. U) SEE PLAN o III I I I II I II I II it I I O II L11—LIE_L-1-11 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 MINIMUMYs" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYa". a U) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL (D © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL M LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O ¢ w QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL o LL Iw- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O aF w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ x -OOrn Cn r m LL G(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N W p LL o- MEMBER IF GABLE END I0-1 " NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2112 2x4 P.T. BASE DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM WALL ELEVATION DIAGRAM B3/8" "S" = NAIL 3/8" S6 SPACING c 3/4" $ 1/2„ "1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0 S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY --GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -a. _ :� a —d < .— . d . d' d a -III a 4_I III —I — III III— I —III II1= :111=111=111=11 I:III:8:,, (3) #5 CONT. ON 3" III-1 11-1 I I—III—ITi 8' 1'-8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. SECTION X-X �N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE op NiFRi0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH G - A. .d d.. d A a• d d a I I —III —I I I'°, d .: a,. d 1IIIIIIII—IIIII 9 a Vri II —III (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' 9' (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' 0/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) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 am X CU ILL O O (Ci U) c Q C cn E : ~= Q 0 (Q 0 w li% •-� '� >, - `W Q� E 3.0 U �. > > ��k;Ly�`�y�a�4•�lYdwi�}�� �` dddddtk1 t'N�',L/ Jp/IPA J V'« F� sa ° c =� L «°;; ES St. �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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W W of a 8 LL S 0 ao Q = ,n °o On o m N O # O LL dj Cl) V , Q c J O w �w _j o 0 ~ -0 d Y — � Z _ �� U)y zoo tL� :3'co O O W CO o m Z co N Z Q O M N Z O U J O o Z N z o � a J a. N z � f V 2 (111N i 4-1 N 1710 w O C N �N � ) uss U c w E L =� U o 93 c U) Q N O m �® o �w z M M Na zo z ¢ U_ u- Q E O n o Qo �z <S z® om co V F- o 5 U 0 0 p O N @ L a w� o <z Ww �W CY tim m0 zLL z � QJ an J F QW 2 Z z 3 3o oa gz NW W U 2 �G o z w¢ W8 J O cD V o¢ z¢ Lm o� U?: c o� > d' I ui rn C Ncc cC> r CM O r cis r � O M Y C:> V C:>o 00 '- M M N � C) ON 00 o J T LO E w c 0 Z z ii E 0Cn E �, m d U Q p c JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. S6 (MONO) r►� „ .: I, ,,. r_,�III,, -i1 ii It4t nin �..- � -- I MIL. kI u I ,d_: I.F-: iP 4.',I11JM YE amNYItI 1111i811iIliS f'GS•. {G.Ifi -,0;;1 Idlf -Y11i I ilYB61 i i.m 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL DOOR JAMB (REFER tlM 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN.i APPROVAL FOR CONN. APPROVAL FOR CONN. j'j% 1x4 1 X4 x4 P.T. i !' FURRING 3/16' 0 X 3 LONG ii, ; FURRING "i 3-1/4" LONGX3/16"� 'i FURRING ! (2) ROWS 3/16 x 3-1/2 - TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. ElX8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12' O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER 77, TAPCON 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER EACH END W/MIN. 2" EDGE DIST. APPROVAL FOR CONN, i;!'' // 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT /i% APPROVAL FOR CONN. /ii' x 3-1/2" TAPCON @ 16" 1x4 j (2) ROWS 3/16" x 3-1/2" l O.C. & 4" FROM EACH TAPCON @ 16 O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DFTAIL 2 1/4" DETAIL STAGGERED@12"0 ' 3-1/4" DETAIL I I BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK _ SECTION A -A 8" 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 X4 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 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. -1/4" MAX EMBEDMENT INTO K.) Z-0" 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 B_B ARCH DETAIL rK SCALE: N.T.S. SS 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. RAID. SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION Max.B #5 RE& (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS j, NOTCH WEB AT +5A FIRST 2 COURSI ;APACITY = 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'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE .e THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o REINFORCING AS FOLLOWS: * SEALANT _I-III-III=III-1T_I=f11 ° ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p I=11 I-1I F] I I=T I i TT d T PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=I I 1 EI I I — e II—II=� MFURROW. S SMOOTH. DO NO , — - 1 �. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE -� u ICI II 1- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP Q � p. II G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `V n REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 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 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN ,R YP.) FHE S ® UNACCEPTABLE INSTALLTION ®®® DO NOT DO THIS ®oo ®e® #5 REBAR (TYP,) .®® ee ®�O ®ee --loosTo. 90° HOOK (TYP.) 00 00 o° ®o FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I I I F CHANNEL, FASTENED PER NOTE 2 BELOW CONT2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ® ee SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5116" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"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.* ?x + U 4%r + + + + + + + + .` + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4' O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �(\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS CFF CHPPT n9 ANn 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 - r z O 2 U_ O LU H U Q U) B @ FIRST COURSE ee ee ee H SS 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 j 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED s� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"13/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a, a. FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN A� a. a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3)4" NO REPAIR RECI D. 1 1=0" 5'-0" • . • • •e ... Imo•' Y >�' > All> e e ' ' to#5 BAR �. o• n I? 4 p. 10 e e CENTERED W/ 111011 IN TOP o I b.KNOCKOUT/ N -- -1 e e CHAIR BLOCK D MONO FOOTING _ P e •� e SIZE AND REINF. PER PLAN - AND SECTION DETAILS _ r CLEAN FI LL n e. e Z 6 DIRT — e: ° STANDARD o 90 HOOK N #5 BAR IN FILLED CELL, -, , -., . -., , :-, , • .. ♦ .. •, ♦ ♦ •, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL SECTIONN DDETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )INTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL irn ue..r_i u.r nr Klr 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. olio M cap a m X;,` CUUa �02. l=04 0 CU ��aY 0)j (D C •�a�c N �Q0 U y (} 3: 0 N 7 N 4) p.-0 w .�.; . E (li.� O O C: 0 .� L M>� > 0W r FC1+34 f+4_ ..�\�f0IV h. (y, x Z L• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H N N W a M E LL �♦ O (V m N O f0 W r V p =�coN�n m M M 0 Q LL a wLL ILL O W of:a_ Z L M O ; C 0'. ��Nco 3 W o� m ��o Lu Z N N Z Q O LL 3 O U ¢ S coi UJus W ❑o❑ co z N (o o � z z o J n co U) � zC1 o v _CD � LU U O—cs W o N c N 170 J LU75 — 8 I zlW. = w ) y 0 ¢ N 4 ¢ zM CO1! m -.g LL Q E o E zo oo > ad Z® v a= I— XO �¢�z 0O° ° Z E N ra 4o <z a 2 _ x mo zE z - a J Nm �w N N 3 �3 a ° 0 w zz az N, W U ao 1, J o = a�0 o d- o� zla o� o 3 o T > d' ai rn c� C M M p M Lc-.,)/�� Y V O r 1 m O �_ v �/ M C4 M 04 r� F— O N 00 `= C_ 04 d- J o r .. @ E0 0 Z z E O 2 LU EL o . E U Q o JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. SCALE: 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUI NAILED MATCH NOS OTHER l \ 0, / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD , -- GLUED AND NAILED ' 2xi I DRAFTS P 2x4 PT NOTCHED INTO \ STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS / AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / _ 1x4 GLUED AND NAILED TO STRINGER E/ _ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: Z' = 1'-0" MALL ALIGN THIS STUD WITH AFACE OF 2ND RISER 3YP CUT TO FIT 1 ' kRS IN WALL I 2x12 SYP BEARS IN WALL I I -2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) �I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 6, —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER17\�-� SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST \ NOT TOUCH STRINGERS I -+-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C/ I 77 1 tCOMPONENTS DE MOISTURE ' \ CTION ATTACHOF STAIX2 a' TAP" O.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / G.1 _ TOP OF I \ STRINGER ( __ 1x4 GLUED AND NAILED TO STRINGER \� 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G I E 2x4 BLOCKING FOR 2x12 SIMPSON A35 Itk-,--1-2x4 PT UNDER 2x12 OR LSC EACH 1 \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLU S) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = T-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LE E I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE - AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `'M SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 1/GLUED AND NAILED TO STRINGER IOR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE: 2" = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR \ PROVIDE V BLOCKING I F2X8 BLOCKING FOR NEWEL POST T TO ANCHOR TO. '— (2) LAYER 4' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 R OR 16" W FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRINGER 2X B[tOCKING PSON MTSJ2 w/ ' 10d x 1 1/2"AILS -D OR 3FAD 2X BL05KING 3 RISL�2 / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" (D-Co olio N aU M cam a m .CN X �LLa C) V M O M c(D�Y N Q C <C (a' M N (D (D C� > ry 0 Q� C: C6_.Ch 0 0 � J Q >;> a ° w a a gift, \a� 0 V," S O rq �iilillill 9 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 � N 0 E O N u_ V .�-. 00 N N d Q �u,Oo N U)titi.100 o N O ca �` O uu JLL � L R 0_ 0 0 Z °' ° 0 v o 0 W ogr—c) � m W � rnrn0Lu Z � N Z Q O ¢ U N O Uern t t WLL ❑ ❑ ❑ M M aiiiiiiiiiiiiiiiiiil Z ni M 00 Z N z o � � J n M � Z � c Wn ' o a--' � Lu O �, o �V) C6co U r— Eall I x U o � a c ' ¢ NNJ �® C w M z 2 5 Z¢ U- ce Q E zo �o oLL >s Z Z® E 8 2O od 00 0 0� C:) N a� <z 0 < ww Q� L o ¢ oY U yO m 0 o ai M aw QW za Q oLL� V a �w o aW wF =� o Mj CD co.I< a ° 3 c � T l v rn Ca _ r M M c.� r Lx-> O U O M o 00 r � Cfl CN f— O N Q 00 d- p r LO m m w M O o z z N ECDB @ a E o ai U -j ¢ = J JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. S T *DIAGONAL SPACED AT 15'-0" O.C. MAX BLOCKIN( CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR WEBS FOR NAILING SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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) TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST TREIT LANDS TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB -­- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. 1 A DIAGONAL - AT 8'-0" MAX PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K HIP G.T (2) 12D NAILS —'' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.--� CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2X6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING ----Z--WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP WOOD TR SS BLOC STANDARD HEEL HEIGHT U KING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER PROVIDE LAP F. 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 <_ 1000 SQ. FT. OF FLOOR AREA & SEALED PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE L CONCEALED SPACE INTO APPROX. EQUAL AREAS. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 5" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" 2'-0" MIN. Y]4IQ 6" 6" V-0" 6" 6" 1'-0" TYP. TYP. O O O O O O I SPLICE O O I O O O O Z_0 SPLICE BEYOND 2.0" PART. ELEV. VIEW L b.. DBL. KO. BLOCK MIN. b.. .- -- -- TYP. MIN. 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL(�'5�4 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. --(2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ i 4'-0" O.C. T & B FLOOR ATTACHMENT("'50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION.—� PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS 1"X24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" TITEN2 @ 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD nnrrri n-r-n mc-+ MASONRY SEE PLAN DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ 17d -rn AI A ILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" 1—P1t %P-r N r%rT A 11 SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE /r MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 4'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr52 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 ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ®. ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE \ RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD \ ABOVE AT EACH SIDES OVER PARTY WALL STD 909 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOF 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 SEE 53/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CH FLOOR TRUSS FOR AN AREA < 1000 S.F. 00 S TE 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 RG. M w U z ,J �a 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN MAX VERTICALLY NAILED FOR STRAP INFO. TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) P.T. NAILER INSTALLED :1x AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT OBE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO 1x P.T. BASE NAILER ONE SIDE OF THE STD. 902 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4) 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO TOP CHORD BRO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS (SEE TYP. "S" MORTAR (TYP.) FOUNDATION PLAN FOR LOCATIONS) v 8" CONC. BLOCK (TYP.) PER UL905 z �a 1x P.T. BASE NAILER N a_ 6x6 W1.4xW1.4 WWF. g 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 T (4) #5 CONT. - STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 01 2-STORY PARTY WALL SECTION P SCALE: 3/4"= V-0" PRE -ENGINEERED -- FLOOR TRUSS' AT 24" O.C. GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQUI TREATED; .d "0" SEE PLAN TOP OF PLATE —TOP COURSE W/ �-- LINTEL SEE PLAN SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 00 fV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 0'-0-' F.F. VARIES WITH SITE GRADES SEE PLAN CV GV -i ; 0 0 1'- M -- a m X �3C (a ILL.X Np (U CU 04Y N ' W N:� C Q��2Q N 3:LD 4) � W Zi a.�� J CUN`,U O 3 C v - >>a °U3 � ' ', d a ► S �Cjm` a . O �t;" - U �o �� C v SE LOQ-� � 9 �•�•......... ,. rrmll»�� 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. H N 11. E o N 5 Y O C O W r C m N a ra O N 0 Ffi4 M rn , "L ° N6�LL 4 cU LLow ��Uj W a 0 t F11 O K 0 10 W Ch T m W w d N Z a O M N ZIL O 0 Q V) Z do v 0 z N o z 2 z o -o d :S J a. N M (n cJ1 z v � N w a R O N U W M s zl�. U o' N N 7 o W M ¢ o z Q Q O �o o o Y ZO Q N Z® oa ICU c z "o a0 0°° °< O c CV ru W °z o ¢W� z w w .0-. i .°�U .0,<W zY� mw 0� ZH 0a zZ mom o0N Z _mi U z3 o �t 10 za a o3 _ T' L >� L ui rn c C r M M T- c-6 r � O T O Lc-> '� O ) M �o E2 r 04 M I-04 O N 00 ._. Q r Lo OO ";1- r w = O O Z to Z N E O a 0- E U Q CaJOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. D 1 �11ilT1I'l I If__FF-_ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK c 2) SEALANT JOINT V� 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "p WEATHER ✓E BARRIER & ,ARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN 3 SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. (ASSEMBLED WINDDW) 2 WEATHER RESISITIVE 2 'BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) / HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 2 '3 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions in each detail that corresponds to the Refer to the number marked as O# numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02)�I SELF -ADHERED FLASHING' \ NAILING FLANGE 1 � Q 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE 1'4' PER PLAN . V-0" PER PLAN SHOWER SEAT J1 a SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER w > CO WINDOWUNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. 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 water NAIL BRAND OR EQUAL. WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING WIRE LATH R703.2 Water-resistiVe barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR = 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 thall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt ( RIM JOIST 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. 1i 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 2 O 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 JM WMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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 applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Jim - Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be seated at the juncture with SELF -ADHERED FLASHING, �-� (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 REL EXTEND A MINIMUM 6" DHESIVEASS OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 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 Ism 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. w t R t t Ba rier 7.7.At built-in gutters. SELF -ADHERED FLASHING s PATCH SELF -ADHERED FLASHING 1 2 4 5 Lu UJ PLASTER STOP - CO �_ W CONTINUOUS BACKER - O ROD & SEALANT W w Q= 0z W Lu w �0 A U) I I I I I I I E FOUNDATION WEEP SCREED II -STRIP OF SAF I -DRAINAGE PLANE WRB BOND BREAK WRB {� SF LATH WRAP DP WRB ONTO f 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 a er esls an r Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - - - - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH ti ww PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS�\� r----= o`U`S-B-A-C-KE`R­ P-- ROD dT TIOUS FINISH �STRUCTURALFRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB I BOND BREAK WRB I .-SF LATH I Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 011 Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 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 installed over the top of the weep screed. 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 4- O N > O h O cl-, L- CY) - s Q. CO X NLL� zip- -0 O i g N O CU c(NY .� CU < ,: 0 � N '-(D � 0 cu IiEC ,w rn O O CU W O N CV O N N �o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M v � W 10- '1O N 0 E J M W _ 0 0 N 0 9� ��DO N fA 0 M/ +y CO , -0 N O u ¢ LL Qj M V 2S J U) C ...I 2 L W CoLL ILL.55 � OW a Q w r a coo f2 o oZEti O Do W D �Z Do6 � ZN ILW ILW Q F N - IIL-- Z O U J ❑ ❑ ❑ V M � N M 0 0 z � N J o wow � M z 0 4--' (� N i w m Ln LU o Ly N v 6 w � _ E s I r' .. v o `�5 CO 0 ¢ N Y m i-4 � w r■ M M y a o Z U- cE Q 0 E U zo �0¢ az `ate > Z z® 00 t- (d �o O ¢ ¢ O U �O (V 0 I 0 ¢z � Z ,a„Z M J �C yzZ mg Z ' CD J Nm 0� '<W �� fN 3 0¢ Z Z a0 o � V n) ¢o F� Jz w� OF >° o co d z4 a OU3 c .o TT > dC�4 ai m CD M T co � 0 o O M L.0 ) MC:)C:) ct`O r50 co CN N i- O N 00 N J o LO N = O O Z m Z E y 2 CU m a E U a Q p c JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (110 Gau i 4 1I/2' x 4-.1 12. xr 2l le Sack Crass Support (May+be cut to W) See Anchor Brat (16 Gauge) 1 f2a D!a.1 25 Ga Iv. mil-) l? P {� #nil Self Drillinf, Screvd t�l A/C Unit Wttorn Edge Hurricane Strap Mpicalr3 in front) washm Front Cross Support Self -Locking touts .' (May be scut to W) Left Bracket 16Gau ( ) N 9 a SeIFE7ri9ing Strc ii,ru Brackets Back Cross Supportinto A/C Unit i a#tont Side (Typical.,3 back side for hurricane use) INSTALLATION INfN I AIION 1, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 12116/2021 -ode Entity or Data Data Date Poncho ,f$e TyDe Version Manufacturer Contact Endlnaar& Lbanse yelidotad I Valldend Submitted FBCA�rael AApprove whis Affirmation son Smart Vent Products' no, WheatGreham Hermes F, Ndera P.E. Ladle Fond,, P:E, 12r18202p 1211WO20 12t2W(120 Approved Category: Structural Components (677)441-0369 PE-73775 (334)3001800 Subcategory: Products Introducedase Resultaf infoa.manvent.cdm Naw.T-hnolaay Compllanoe Method: Evaluation: Report lion, a Florida Registered Archfteat ore Licensed Florida Professlonol Enginaer Quality Assurance Approved for Use Approved for Uss Impact Design Sep 7k:: Product MarMl. NumbarorNama Product Description cantrad Exolratlpn Date In. Z outside HVHZ Resistant pressiure 1 BmadVent Model#1540-510 Dual'Funcdcn Flood..d Ventrafion Vent 12131/2023 Yes Yes NIA +1001--100 2 Sm rIVani M od.1#1.540-511 Dust Pon Flood end Ventilation ation Vent _.. 121312023. Y es Ys e NIA +1 00Pioo 3 BmadVent Modal#1544520 Insulated Flood Vent 1MAQ023 Yes Yes. NIA +1QOf10o' 4 SmartVent Model#1340,521 Insulsted Flood Vent 12l312023 Yes. Ya, NfA r100F100 5 S n t atl 1540-524 ma VO M del n 16 u e tl �V nt & d Gera oar Flood a q g 1- 12r5 2023 Y s'. a Yes N A nl A 1 6 $Z[Vent Model#1540�570 Wood Wall In culated Flood Vent 1031)20231 Yes Yes. NIA 0o0F 100 7 Sm,dVant Model 44540.574 1,45&qur3: damage Do. Flood Lent 12Gi2023 Yes Yes MIA NIA Florida Department of Business & Professional Regulation Budding Codes and Standards. Product approval Application Detail Page t al V142b21 Cade EntityorDate. 1291 Data penrlblo Data TJD. Va_bn Menufaturer Contact. Enablser.&License Validated By Validated 5irb'mitied FBCAaemwl Approved Status Revie.j; '202a Drexel Metals. Inc. Jason Shumate 2a0tary R. Pried Locke evvaen P:E. 08/102020 OOI092020 o62a2020 1 QI15W20 Approved CategoryRooting i5ozj303-1611 PE74021 (334) 300-1600 SubCateiI Metal Meeting Ishumate�,urakmet.cam Cam Ilance Method: Evaluation a oa tram a p R p - Florida RppIs ared A.bieW or a Licensed Fledtla Profecslanal Engineer FL'�HTB'73-Ei•6-'FNtluals, �.. " - - OualitvAssurance Apwoved for Use ADDrGWdfor Use Imput Desion sea #. ProduN Model Number or Name Product De6adpdolr Contract Exblratlon Date In Oumidemyia Re Is ant Pressure 1 IXexel Metal ftoofirg systems DMC 700NS,: DMC 15083; ONG 175S DMC 200,9, 1213112025 Yes No NIA DMC5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 1M2022 eda.; Enti or Data Date Pandho at Type Version Manufaeturer Contact Endiheer&License Validated By Validated Submittsd: FBCAoproval Approved Status Revision 20M Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt RE Ryan d King, P,E. OV1512021 12131F2020 04122J2021 08/0812021 Approved Category.. Exterior Doors (800) 843-7626 PE-43409 (613) 767-6555 SubOstegoM• Swinging Fxterfor Door Assemblies- jasperson@thermatru:co Cote pIlance Methed• Evaluation Report from a on Florida Registered Architect or a Licensed FNride Professional Engineer Fi-#26§69•RSPrddupts - � QualityAsaurenca ApbroVadfor Use Approved for Use Impact Doslan - Sao# R(;idUet Mod el, Number or Name Product Description Contract Exolratlon Date 'In HVHZ Outside HVHZ Resistant pressure 1 a.Therma-Tru Finer -Classic and Smooth -Star Nominal 6&#3g8&quatlmpact&quot; Opaque 1213IM22 No yes. yes NIA Composite Edge F berglass Single Door (l n&W nglOutsWing, X mnfiguradon) 2 b. Therma-Tru Fitter Classic and Smooth -Star Nominal fi&#39'8 &quotlmpact&quot Opaque 120112022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdel3e(s) (InsvYnglOutsmng; XO, OXvr OXO configurations) 3 c. Therma-Tru Fiber-IXassicand Snrooth-Staz Nominal 6&#398 &quotl mpect&quot Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door withor without Sidelites (InsvrmgfCuisvnng' XXorOXXO configurations) 4 d.Therma-Tru Fiber -Classic. and Smooth -Star Nominal 8&#31D0&quotlmpact&quct Opaque 1213112022 No Yes- Yes NIA Com Dante Edge Fiber lass Sin le Door gmrnliiguration) (InsvOngmutgwing' X 5 e, Thema.Tru Fiber -Classic and "Smooth+Star Nominal 8&4390&quotlmpact&quot Opaque 12131f2022 No Yes Yes NSA s Composite Edge R berglasSingle Door with S1daliEe a Inavmn Outsmn : XO OXor OXO ()( 9. 91 configurations) 6 f. Therma-Tru Flber-Classic and Smooth -Star Nominal 8&M39;0 &quotimpact&guot Opaque 1213112022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sldeltes (Inswingroutswing; XX.or OXXO. confl ura0ons ) 7 g. Therma-Tru Fiber-Classrcand Smooth -Star i Nominal fi&#39;8 &quoi impact8quot Glazed 12f31f202R No Yes Yes WA Composite Edge Fiberglass Single Door - "jIs InglOA.vvng Xwmiiguraticn) 8 h.Therma-Tru Fiber -Classic and Smootht:Star Nominal a&p398 &quot;lmpaai&quot Glazed 12131I2022 No Yes Yes NIA Composite Edge Fberglass:Single Door with Sidelte(s) (InsWng/Outswting; XO, OXor OXO. configurational 9 i, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&N39'8 &quail rrpiact&quot; Glazed 1PJ3112022 No Yes Yes WA Composite Edge Fiberglass Double Door Win or without Sid tes0nswirg1Cuts ng:)Xor OXXO COnflguratlons) - 10 1. Therma-Tru Flber-Classic and Smooth -Star Nominal 88k39'0 &quotlmpact8quot Glazed 12f312022 No Yes Yes NfA Composite: Edge Fiberglass Single Door (Ih&,AnglOutswing; X conhguratlon) it er-CI sic k Therma-Tru Flit as I andSmgoth-Star 9 & u O la' "Npminel8&#3 D q of mpagt&qu t G zed 1 131f2022 2.. N`: o Ye. s Yes N1A Eomposlta Edga Fibergle ri,SIngle Dper with scel Re(s) (fngwdngf0utsw4ngl XO, OXor OXO oonfiguretioris) 12 I, Tharma-Tru Fiber-Ciassin and. SmoothStar Nominal 8&#390&quotlhlpact&quot; Glazed 12/3112022 No Yes Yes NfA Composite Edge Fiberglass Double Door Win or -without Sidelites(Inetwily/Outswing XX or OXXO configuration) 13 m. Therm-Tru Fiber-Ciassk and Smooth -Star Nominal 681739;8 &quotlmpact&quot; Gland Molded iWV2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door 'Onsvinglowtswing' Xcenflguratim) 14 n.Therma-Tru Piper -Classic and: Smooth -Star Nominal 8&#39'8&quotlmpact&quot Glazed Molded 12131f2022 No Yes Yes N/A Open Composite Edga#TderglassSingle Door with Glazed Moded Opan Sid elItj (Inswrigoutswrrg; XO, OX or OXO confgu returns) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&#39;8 &quotimpact&qugq Glazed Molded 121312022 No Yes Yes N/A te Edge Double Ooor width Open ComposiFiberglass 0,without G lazed Molded Open Sidelines (In"rsi/Outswing XXor9XXO configurations) 16 p. Therma-Tru Fiber -Classic_ and Smooth -star Nominal 8&939;8 &q-timpact&quot; Opaque 12f312022 Me Yes Yes WA Composite Edge Fiberglass_ Single. Door with Molded - Open Sidelite(e) onswdngloutswnng: XO. OX orOXO- confgurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&i139;8 &quotimpact&quot; Opaque 12131/2022 No Yes Yes N/A Cote ositeE eFber lass Double Door with or Wthout Glazadd Melded Open�Sidelitss tIn&WnglOutstving XXwOXXO mntigutatlons) Florida Department of Business & Professional Regulation P.9.1 al Building Codes and Standards W2021 Product Approval Application Detail Corfu Entity or Date [We Oat, Pencina Il Type Version Manufacturer :Contact Errdlneer B Dcense Validated BY VaIV loafed .Submitted PBCAporavai Approved statu Revision 2020 PGTlnduatriea Jens Rseo'(Al W..m Dade 6CC0-CER Mieml-Dade: SCCO-VAL 111is2020 1.0I26/2020 11242020 Approved oategorr- Exterior Doors (941)486-0100 1786} 315-259a Subcategory. Sliding Extend Door Assemblies 7rosaiysNf�pgtlndusmes:c. Compllanca Memotl GrOfioeddo Mark or Wafing dote. Cu4ityAssurance ApprovedforLso Approved fw Use- YnpeM Deslan Sack Product Model. Number., Name Roductlb-Iotian coinhact Explretion Oat, In HVHZ Oulside HVHZ Resistant Pressure.' 9 Stir-5570(Larg, Missile. Impact) Viriyteiding!Mass Door 04/142021 Yes Yes- Yes N/A March 15, 2022 PRODUCT APP W AF '.L ""I"■ EL FICATI SHEET(2022) teon a approval numbers v t building components listed below i# As required by Florida Statute b53.l� and F Iorida Administrative Code E '7'� r�,n��1Ieaprovide the infirm ar r7� ��y,,�lirp,+,�r tram b n h� b m n they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. 6TERIQR DOORS lFiber-Classic A. SW�''INGINO' Them�aTru - and Smo�ath Start�l-il'f�rT� 0 6 . FLU �I 1 1 67.017,0 s$ � 121311 022 ThermaTru Fiber -Classic. and Smooth -Star IMPACT FL20468 + 7.0/- T.0 p t 1 1/ [? 2 Therm aTru _ Filer -Classic and Smooth -Star (IMPACT) FL 0470 +80.01- 0.0 pst 12/ 1i Q22 E. SLIDING MI Windows and Doors Sedes 420 FL15332.1 - FL15332. +40e0/40.0 pst' 12/3112024 POT Series 5570 NOA 21-0,2 .a 03 +38.7/-3 ,T psf / 1 'i202 C. SECTIONAL Wayne -Dalton Series 0/8100/8200 #110 }8 FL8248, +31.0/-3 .0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) FL8248.10 +30.01-33.5 pst 12131/2023 Wayne -Dalton Series 8000/8100/8200 ##1124 16 7 FL8248.11 +34.41-38,3 psf 12t3112023 D. METAL LOUVERED DRS . Curries Division of ADO, Inc �607r7+07f727,747,an�d 847 Single , Pairs of Coors FL11537.1 s N/A see rnst lit} 1d 1213 2025 2. WINDOWS A. SINGLE.HUNG MI Windows ..and Coots Series 18 FL17499. 2 -� 0 :..e 80.010. °� psi 1 3 10 8+i202 P T Series 5500 FL239.2 NIA 7/3012025 Era HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.01-55.0 psf 211 12024 G. FIXED MI Windows and Doors Series 185 FL15349A +60.01 0.0 pst 4/312023 POT Series 5520 FL243,5 NIA 4I3012025 D. MULLION MI Windows and Coors Series 5764 FL15353.2 IAA 12/31/2024 POT Series 5500 FL261.1 ILIA 512612026 E. OTHER 3. PANEL WALL .lames Hardie Building .Prod. _Si di Ctemplank Lap Siding and HardiePlank Lap Siding L 3 9 - FL13192.2 . F 1 1 2.1 A. SIDING NIA 12/31/2023 E. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272P1 FL15272,2 75 .0175. 0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 54.21-54.2 pef 7130/2023 C, OTHER 4. ROOFING PRODUCTS k ASPHALT SHINGLES GAF 3 Tab, Dimensional FL1124,1 N/A 1211612022 B. UNDERLA MENTS Tamko 'or Shingle Riot 151b Felt Underla mlent FL12328 NIA 6/2912023 Plygias USA, (r Tile Rom POLYTICK TD MAXX FI_5259 NIA 121231 0 2 23 C. ROOFING FASTENERS -Inc. NOT USED D. ROOF ''VENTILATORS Thompson son Arch Metal Comp. . Off Ridge Vents FL16 18..1 - FL16918,4 ILIA 9/912026 Flodda Metal Products, Inc Vent RV10 FL21 80.3 NIA, 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97,5J-97.5 pst 1211012025 E. ROOFING TILES Boral Tile Villa 900 FLU 849.27 - FL7849.28 WA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 ILIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSn DMC 15OSS, DMC 175S DMC 200S, DMC 5V FL17679.1 +0I-180 12131/2025 5. SHUTTERS A, STORM PANELS Global Protection.Products Galvanized Steel Storm Panels FL15076,1 - FL15076.2 NIA 12131/2022 All American Shutters &t ers Glass u Galvanized Steel Storm Panels FL178+69,1 Nip 12/31/2022 6. STRUCTURAL COMPONENTS O CONNECTORS/ A WOOD USP Structural Conn see chart ANCHORS Simpson Stang -Tie see chart E. TRUSS PLATES ITW Building Components onents Alpine Truss Plates FLe1999.1 - FL1999.4 NIA 12/3112024 MiTefc Inc. Industries, Truss' Piates 9 L219 FL21 7,1 - F 7, 5 NIA 1.2/31 /2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L'VLT PSL, LSL FL6527,1 - FL8527,5 Il 3/31/2023 D. MATERIAL Corp.CorHigh Cast -Crete p Strength Concrete Lintels g g FL158.1 NfA 1/ 022 5 2 Commercial Concrete Products inc m f High Strength Concrete Lintels '9 g F L1774 NIA 5/2512024 . t inspection these products, the followingInformation must be u ire understand that at the time � Ins c I he 171e products listed below did not demonstrate product approval 8t plan review. I p p r available to the inspector on the jobsite, 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1125022 Cale_ Entity Date Date: Date Pending Date Tyge Versi6n. .Manufacturer -Ceutact Fipdineer & Licensed Validated By Validated Submlded FBC Approval AApNV2d Status Revision 2020- Themst Tru Corporation Steve Jasperson Lyndon F Schmidt, P.E. Ryan J. Km(a P-E. 07/23/2020 07/12f2020 07/20/2020 10f1312020 Approved Category: Exterior Doors 8 8437826. PE-43409 (001 B1 767-6565' I 3) - - Subcategory: SWngi ng Exterior Door Assemblies sjosperson@11hermotru.co Compliance: Method: Evaluation Reporttrom a m. Florida Registered Architector a Licensed Florida Frofessionat Engineer Fulffda7aR3'PtaiiVrcts: '- r , r , .... . Qualm Assuranea Aonrovadfor Use Aooroved for Use 1.6-t Deslan see # Product Model. Nam bar or Nama. Product Descdotion Contract Expiration Date In HVHZ. .Outside -HVHZ Riesistant. Pressure 1 a. Thierma-Tru Fiber -Classic end Smseth-Star Nominal d&#338&quotlmpact6quoi Opaque 1218it2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (In ngfOuL: ring Xc nfgu t ) 2 b.Therma-Tru Fiber -Classic: and Smooth -Star Nom'ai 68#398&quotlmpaat&quilt Opaque 1213112022 Yes, 'Yes. Yes NfA :Composge Edge Fibwr Iiiss$ingle Dour with Sid I s 1 lOu '- O OXo OXO e rts( nsmn tsMn X . r ( e g ra(rons) 3 c,Therma-Tru Fiber -Classic Smooth -Star N.mfi' Nominal b&09,8 &gtaotimpaot&quot, Opaque 12131l2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doonwlth or without Sleeiitas (Ins+ringlOutsvying XX or OXXO ,configurations) 4 it, Ttlerma-TniFiber•Classic and SinoothStar Nominal 8&#3$D&quoklmpact&quot'Opaque 12f312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InWAngfOutswirg, X configurabon) 5 a. Therma-Tru Fiber Classi and Smooth$tzr Nominal 8&439D &quotlmpeck&quIt Opaque 1 Z3IZ422 Yes., Yes. Yes NIA Composite Edge Fiberglass Single Doorw(th - Sldelte(s) dnZnglOuti W rig• XQ, OX or OXO configurations). 6 fr Therma-Tru Fibe,Classle and Smcoth;Star NominalB&#390&quotlmpact&quo1; Opaque 12J5112022 Yes, Yes Yes NIA Compeate Edge Fiberglass Double or With or Ynthout Sldelites (Inswing/0utswing- XX orOXXO confgumfofis) 7 g.Therma-Tru Fiber -Classic. and Smnoth-Star Nominal 6&#398&quctlmpact&quot Glazed 1213t12022 Yes: Yes Yes NIA - .Composite Edge Fiberglass Single Door (Inswing/Outswing; Xconfig uratlan) 6 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#398&quotlmpact&quota Glazed 12/31RO22 Yes Yes Yes WA Composite Edge Fiberglass Single Door t Am Sidelite(s) (Inswnng/Oub %ving' XO, OX or OXO configurations) 9 i Therma-Tru Fiber CFassicarrd Smooth -Star Nominal8&#398 &quoi Impact&quot Glazed 1213112022 Yes. Yes, Yes NIA Composite Edge Fiberglass QoiI Don, W,th or Wthout Sldalltes(ImIMng;Outwing XX or OXXO configurations). 10 Th is-Tru FI r-Clasalc and Smooth -Star i ..arm doe Nominal 8& 90& u Ira ad& uoL Glazed. al #3 q of p q 1713 /2= Yes Yes Yes NIA Composde.Edge Fiberglass Single Door ilnswng/Outaw rig; X configuration) 11 K Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&fl3RD &giwtlmpact&quot Glazed 126112/122 -Yes. Yes Yes NIA Composite. Edge Fiberglass. Single Door with Sidelita(s)'0m AngfoutaWng XO, OX or OXO configurations) 12 I,Therma-Tru Fiber -Classic and SmootliStar Nominal 8&#39;0&quoblmpoat&quvk Glazed 12f3112022 Yes Yos Yes NIA Composite Edge Fiberglass Double Door:wth or Without Sidelitee(Inswmg;Outswing XX or:O)(XO vaifigu ration s) 13 rn: Themra-Tru Flber-ClasrJeand Smooth -Star 'Nominal 6&#390 &quotimpact&quoi, Opaque 12r312U22 Yes;. Yes. Yes NIA Composfla,Edge Fiberglass 3ingle boar With &quatNon-Impact&quot;ISidelfte(s1 (Inswnng/Oulsving; XO, OX or OXO,configurations) 14 -n. Therma-Tru fiber -Classic end Smoom-Star Nominal 6&939;8 &quctlmpact&quo1; Opaque 121312052 Yes Yes yas NIA Composite Edge Fiberglass Oouble:Door with &1uotNgn-Impact&quota Sidelnes (InsMrQfOu(sW ng; OXXO configuration) 15 o:Thelma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390&quot; Impad&quvt, Opaque IM1 M22 Yes Yes Yes NIA Composite Edge. Fiberglass Single Door Wth &qugt,Non Impact&quot Steeilte(s) onawingfOutswing; XO OX or07(O configurations) 1.6 p. Therm& -Tar Fiber-Classle and Smooth -Star Nominal 8&#39;0 &quotlmpact&quoi, Opaque 12J342022, Yes Yes- -Yes NIA GomposlteEdge Fiberglass Double Door vAn - =&qugt,Non-Impact&quol, Sldelltes (I ns�kIN/OutswA ng; OXXO corrfiguration) 17 q.Therma-Tru Fiber -Classic and Smooth -Star Nom pal 6&tJ39,8&quot;Non-Impac+&quot Qpaque 1213112022 Yes Yes No NIA Composite Edge Fiberfil assi Single Door Ornsvng/Outswing; Xcgnfiguration) 18 -r. The-Tru Fiber-Classicend Smooth -Star Nominal 8&iK3s:8 &quotNon-Impack$ t Opaque 1WIM22 Yes Yes No NfA Composite'Edge Fiberglass &Ingle Dgorw ith Sidelke(a)(InsvAnglOutswing XO,OXor OXO configurations) 19 sTnerma-Tin: Fiber -Classic and)SmoethStar Nommal6&#308&quoi Non-lmpact8quot :Opaque IW3'112022 Yea Yes No N(A ,Gempositc Edge Flberglass:Oau ble Dgorwtth or without Sidelites (InsoingioutsiNrng; XX or'OXkO conngurate s) 2D t Therma Tru Fiber -Classic and Smooth -Star Nominal W39.0 aquotNon-Impact&quot; Opaque 120'QM Yes: 'Yes No NIA Composite Edge Fiberglass. Single Dwr (InsvangfOuhs g-Xconfigurafon) 21 u. Therma-Tru Fiber Classic and Smooth Star Nominal 8&1390&quot Non-Impact&quot Opaque 12I3f12022 Yes Yea No NIA Composite Edge Fiberglass Single Door with- Stdelke(s) (lnswin2/Out5Wng, XO, OX or OXO ratio urationsl 22 a °tS t v: Therma Tru Fiber- asafc rid moo Ft -Star .. Nominal #SgiO& ue Non=1m d& uai-:Opaque 'Nam 8& o 9 Pa 9 �.. 12f31/2022 Yes Yes No NIA Cgmpodte.Edga Fiberglass Double Dogr HAlh or without Sidelites (Inswing/Outewing, XXor OXXO confguralmns) - 23 T Fi C a -S w berme-Tru bar lassie andSYn oth tar Nominal 8&f7398& uot' on -.Ira ct& a 1-Glazed mi q N pa q, o.,, 1213 12022 1. Yes Yes No N/A Composite Edge Fiberglasa'5ingle Door '(Inswing/Outawing, X configuration) 24 xTherma-Tru Fiber -Classic and: Smooth Star Nominal a&9398&quoi Non-Impatct&quo5'Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with :SidelRe(s) 0nswAng)0u1sW rg; XO OXor OXO .configurations) 25 y:Therms-Tru Fiber Classicand SmoothStar Nominal:6&#39;8&quotNon- Impad&quel; Glazed 12f31n022 Yes. Yes No WA Composite Edgo Fiberglass Double Door Win or wimout5idel it' s (Inswinglouiswing, XX or OXXOconfigurations) 26 mT„erma:.Tru.Fibar-Claaslc and Smooth -Star Nominal8&#39C&quoi Nan-Impact&quatiGloxed 12131/2.022- Yes. Yes No NIA. Compgslte.Edge Fl barglgss:5ingle Door` ( nswngl0utswing;.X tb0liguratron) 27 za Therma-Tru Fiber Classic. and Smooth -Star -Nominal 8&ffag0&quot.N,on-impact&qum; Glazed. 12131I2022' Yes Yea No NIA Composite Edge Fiberglass Single Doorwith adeibe(s).(1nsWng/OutsWng XO OXor OXO configurations) 28 ATherma-Tru Fiber -Classic and'SmoothStar Nominal 88#38,08quotNon- lmpard&quot;:Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or wmout Sitlefites (lnswing/Outswing, XXor OXXO Florida Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Pagel ou 115r2021 code. Entity ar Dale Data Dare Pending Dale TVaa Varslort 'print chmer Contact Pnoinear8 Licaosa Validated 9v Validated submitted FBCAMrse"i Any,-d Status. Revlsidn 2020 MI Widows and Doors Brent Srth ger. Luis RDD,cnO Lomas Steven M Unch, PE 1010.812020. 10M612020 IOJ192020 12f1512020 Appr-d Category: Exterior Doors (Ti 71385 330a PE62514 (717)317-8454 -Subcategory: Sldirio Exterior Door Assemblies Uzitlinger�mmra.com Compliance Me hod: Evaluation Report from Redd. Reglsterad Architect or a Licensed Flodtls Proressianal Engineer d1 iri#1r�3a2lta4+rodvxta_'i . ; ' .` ,. ., Quallty Assurance Auprovetlfor Use ApprOyedtor Use - Impact Doslon $ea# Product Model', Number or Name. Praduct Despot en Contract E>elratlon Data: In HVHZ. OulsMe HVHZ Restsant Pressure 1 SERIES 420 ALUMINU M SGD SERIES 420 ALUMINUM SOD OXO 12/312024 No Yes No N/A 145-3/44quot,t80&quet NON -REINFORCED 2 SERIES 420ALUMINUM SGD SER SGD OX XO, XX 12r312024 No YesNo Yes N/Auct, sa�qIE5420ALUMINUM t80&quat. MOM -REINFORCED 3 SERIES: 420ALUMINUMSGDRBNFORCED SERIES 420 AL MINU M SGD REINFORCED OXO 12r3ina24 No Yes No N/A 4 SERIES 420:ALUMINUM SGD REINFORCED SERIES 420ALUMINUMSODREINFORCED OX 1P13f2024 No Yee No N/A XO XX 96&quot,x96&quot; 5 6ERIES420.ALUMINUM SGD REINFORCED. SERIES 420 ALUMINUMSGD REINFORCED XXX 12r3'120,24 No Yes N. N/A - 143& mcV..RSBqud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oft IMJ2021 Coda _ Date P-din, ]pVersion Manufacturer Contact erdnar& Ucents Validated By Vaildaed submitted FBC Awroyal AporOved Status Revision 2020 Wayne-Gartan, a division 0TO-head Door 11-9 ,Komish JohnE ScaLz Jeffrey P. Arneson; P.E. iD11212D20 09/29)2020 /0232020 12M5/2020 Approved Corporation (3301763-8121 PE-51737 (N4)821-5200 Category- Exterior Doors dkcmisW_wayne-danol.c StihCate a N: sectional Exterior Doar Assemblies g om Compliance nl dhad: Evaluation Report from: a Flodda Roglatsred Architect or a Licensed Notice Professional Engineer Cualfty Assurance Arlraoved fro Use Approved for Use Impact DD,,I,n See&. Product Model. Number or Name Product Description Contract Expiration Data In HVHZ: Outside HYF1Z Reslaaarit Press re 3 80DW810018200#1105 rMS# Max vrldth. 14&#29: Mar height. Gtexing IW11f2023 No, Yes Yes +31.QDF35.00 Avelleble in top or In1en11etliale seettan 10 4 2 8009J819 180 0. #1123 64#39 Max width. f48#39 Maxh t Glazing 12/312023 1 ri eg>fi 9 Na Yes Yes +3 0.00/--33.50 ayellable in top or Intarnadiate sedion tali 800018I0018200#1124 168#35. Max wIdth 149#39: Max helgnt Gluing. 12131,2023, No: Yes Yes +3440/58.30 available In top or lntennediate sed)on. " Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 tf 1 1i521121 Code ergiv Apr pate Date Date poncho Date T-s Verson Manufacturer Contact Enolnear&License Validated IN Validated Submitted FBCA,,,-i Aooreved state, Revision 2020 Curries Division ofAADG. Inc. Tom Raitay UL LLC Troy Bishop. P-E. 12/10/2020 12r01(2020 12211702d Appra,ed CaragoW. Exterior Doers 1641)4R4-2813 -(954)947-0880 "Categpry: Exterior Door Components tan retteygassaemoy.co Compliance Method: Certification Mark or Llsdng m - OuNhv Assurance AuorovedforUse Approved for Use Impact Design goo& Prptluol Modal. Number -Name Product O,scriolipn c mrad Ezoiratrpn Date nl HVHZ. Dutslda HVHZ Resistant Pressure 1 60T; 707 727; 447, 75T 777, end 847 Single and Pairs of Flush Glued, and Lowered singleandpairs of 12r312025 Yes Yes - Yes - N/A Doors harrow metal doors. Florida Department of Business & Professional Regulation Builclmg Codes and Standards ProductApproval Application Detail Faye;l Piz 1512021 code Entlty: or Date Date Cato Pending pate Tope Version: Manuracturer Contact Enofnean&Licana. validated. S, validated _Submitted FEIC Amrovai Aoomved Status Revision 2020 MI Windows and Coast Brant StilIgar Ambrisan Architectural Steven ME Unah, FIE 11/1712020 till I2029 112712020 Approved Category},UNndolvs. (717)3653300 Manufacturers As5opletibn ;717)3178454, Subcategory: Single Hung itst nger�lm rrfl.Gpm Compliance Method: Cardfieaton Mark or Using fluaiit, A'ssurmr0e Ae-vedfim Use Aoorovad no, Use Impact plaw S.", Product Model. Number or. Name product Desorlotion Contract Expiration Date In HVHZ- Outside HVHZ R"Ist.00 Pressure 2 785 SH 52x72 FinlRange Frame IGISG Single Hung 1 W082023' No Yes No 401--60 - Laminated Glass O O O L O CL CL O 0 L_ . C O CQ LL O .0 a) C mu O t` to � Q Z Z W J CV -0 Q otiO cat am X �La CN -C (ti O _cu -0 NYC, fe W ^ 0 Q �2. Q 0 J 0 0 4 W C > 0 CL ¢ E O C U Cn E-*eeeell W z V _ O L 0_ O CL O CL U m O M W W Z Z Z Q J Q SHEET NO. PA 1.0. I I � , I 4_0 I .1 (3) (1) I I I r__ Florida DeparlYnent of Businem & Professional Regulation P , , , U) -00 a) _,�_, I., 1 .6a6 dfq � Florida Department of Business & Professional Regulation P-g-1 arl Florida bapertmontof Business & Professional Regulation poiic I Or 1 Florida DepartmentofElusiness & Professional Regulation P02c I of I 0 Building Codesand Standards 106,2D22 Building Codes and.Standards fe.,011 Building Coicil and Standards I Own I Buildin � d Codes arild.Standards, I 1 4 &2,021 _0 > r- I 0 -,,., =3 I Product Approval A plication D all Prodtud Ain pval Appli6altion Retail ProductAPproval Application Detail ProductApprovaJ Application Detail 2 L_ _0 , P _ , qt = - . (1) 0_ 0 0 1 code, Efift or Date C I atopenridi Data I N= Em K= (L) Tvmc version Mamurguawrig Coll . d. Entity . ;It-. Data tat, Pending, Odi- ;1A Entity Care .Date ca. ptn'd Owe ;Ai Enthwor Date Date, Date Perrino Me = CU -0 0- - Endinger&I-ficare. V.inderted V.1fidsted -1 Apprnne.d staind c de I . - Rasisicbn 202,13, Thwme-Tr,ccrincradpri �S= .G A01316 Thk jNnqqTj manufacoursir Contact Sheri Woens Validated av validated Submitted PlICAtfiondvel All*. status T_- vtRatod mi-ract., 't-doef Entsm-4 ,marn. V.1d,bul 1W Vendors 8.1maitiod FRO A,,m,l Adam- Strit.. Twe yonfigri Manufacturer C;er,t� Erbirtam & Licimsit Veli EN V.ld,e.d ,56tanild.d FRC A -,,I Atur-6 StAus I -41-0 (3) (D Sbse.:j.Rp.,e.n Lyndon F, Schfinnit. P1 EL Ryon 4. Kinig, P.e. 1010712P21 0 1wisuw2i 11015�2021 App-and qajagoiyy, EAerw Dows (,300) 84$-762S PP�4340-9, '(M3) 767-65S5 Affirmiation 20,20 PG`rbd,�inld.. jenr Rna-ki MI.mi-0.d.SCcO--CI!R Ml.ml-Dkc, RCCO - VAL illo&12020 110t5r=Q 1111V2020 Appr-,pd R.,A.i.n 2no MI W,vdw* trel Doetre IfirntAttlimer American Ardfittoural Siven M. UrIcK PE 1GIOE12020 1Qf96y2026 IM912(120 Approved -E - , , fivIEZ421 R.V.fcm 2ana MlWiml and Doers Brent SIftImg.r Abner- ArchItachural Stwan R Urich, RE 1 IJ22/2020 1 1�20010 Iras,Wm Appord,ad 0) 0 - U) - SubCalegorT. SWnging aban.r Doo, Assanil RjaspersorbotheTfinstru.co I I CsIeg.rW�VVIhd.'bsr tsq)486-9100: (7�g, 318-2590 cafieqorf.,Windu� (71�) 3fdi�zaxi M-oficturtms Rr5sttefidton ��17�31�-8454 1 category: Windows (717) 2fic-3300 Manufailurars Assoclaticp jM)217�4454 ocniplianoe Mot I hod: E�uluatbcn Regortfrqm a To SuldrCittegory:,51,gle Hong jrw0v,ttivapg4nou9oh,9;c, Subcategory: Haii Slider tooring.bonfiranixon, Gubdatejj�ry: Fim. btl1fing.To.vd-own (D -.0 0 Plo,de Regietanod'Archbodi o,a LiesnaeO Florida C0bnpImnd.M.Umd�CdNfil MON or Listing orn comppano; ithelhod.Cartifflobblip" Mark crusting Ompliere? W*os1�Cprhd.df­ khtA or ijeting -0 -0 professional Engineer I I _, 11 �_, , "n " - ­­ ­ - - .- ­ � I ""' ", " � I - , .� 'I,- _', 'I' �, I , ­:�� -, ­ -- " - - � - - -- :, � � , , ", ,,, ,,� -�3�­' ­­, - -,� -,,,, - ', -,", -, � 1, �11 "", "" I __ 1 -, ,-� ,-,,,,,,,�--,,z ,,,,�-_:i,,;­ ,,,,,�.,,,,�""",-",�,,-,.,,��,, ,v -,',,,,­ ,,,l,._,.,,, ­_,"', , , '. _ ,� , ,,, ,,,,,,, __, ­y, _,�, , �­ � � � ,,,�.,,,,,,,,,�.�-,�z�,,-�,,,��,�,,,��,�-",�,,,�-,,��,,.e,,,��,,,,�,�, ­,"""", ,"T', __ , ��, `111 11 � , , �, , �_ , , , , , � " , ` ,,, ,, -, - ,� - I , , , , , � _, __ , , " " I .1 , I II ,: I - _ , �_�r:��' __ I - _?" :_ -1 �,,,, - ,," "". ,,�,,, ,,�,,, ", , ", _,",_ , - " � ", �____ _,�, - , , - , " � 1, ,,,,,, 11 �, ,,,�,,,,,_,, " ", = - I- I- - I � -1 "I I 1, ­111 ­ ­ qt�=M ", --"`,�-­.�,­�`-�', 11 I �, ... l� � I , 'L� , -1 � A , I- �, � I I , ,� 11��11_ �,,­__ I 11, , - ,,,, -�, �, I � , , , - I- - � ��,z �� _ - , , , - r_,��­,.,, ,� `�w ,n - - , � , , � , � " , r "i , , � � � , , " , __ , " � " " , �, ,_ , , � ... ,, , , � , � � , , "" " - " , , , , ", , " " , , ", "� " , - " - I , �,_" �_ �� - -, � � , , � , - " _.", __ � _ ,,� _ � , _ , "'' - " , � _ ,", '_ ""'' - ,% �i � , -= a) ,�', � "'�F, " �,�� - , I �z",���',.-,-',,,�i,"','-"-",�",-"""�,,,,,,�,'i,�,"�,.�-���,,,�,,,,,���",-"�,��,,,.��,�'�,�r", ',,, , , ��,-,,-,-, �`,,',,-,,'�� 0" , �,k�,�,:�-,­,�w, �, *- ,�,�'�' §'��p `,., '� , , , '__ , 2-2 , , I � � � - , � �� , GuallwAssuraboe ADrmb,dfarIJ,a Ancirwodfo, Us, him.a6t castor, , " I I � --- 1� , , , I I r,�," ­ 0 0- = 3: " _ "I I 11 ­11 , I 1'� " ­ ", : �, �:�� :, , _�,'��,, "' ­­­ , , ­­ - --- , ­�' -, - ­­ --",--., -, '� -�­-', ­---,-,,----,--,,, -- -- �lv,,,, --,----"' -- --,,-,,,,, ." -,,,,,­,----,-,, --'-"-',,,-' ,,,'-,7-,,, -_-'e -, -- , -,-,,,,-,,,,-- -,,�,­ � ""',,"'����,r�,-,",,,��.-,,-,,-.,, "; -, ­�� - - 'quallty A---,-,- An,ro,jr,ins, 0 � - � I - - , 1 ��Mg�5m; ""- 9$%WG&& 449i������X',� "I . , , , , , -, - -, �­'�, �­ ­­----­z -,,,��,,,-,I--"-,",e-., -,--,-, t ;,, ,- �� �, -,', ,-,-.,, �,��-, , .-,-,,,,,,, ,, ","', -.,,,,,.-,, , ,-,,���,,,,,,,��,-,-�-,��,�,,�,�,�,-,�,,,,��,,,���.,,�,--,,-�,,,,����,,,�r,��,T ,,-, , """'11"I": %Aopl-d F.r We App-ed for Us Ifirmeact Desk" - k, e � - " , _1 " �, ," z ,,, , " " _ ,,,__,_,,, ",,_ ","', _-, �%, _- - ,_�., ,,,_,,�, ,, _- ,,, ", � , - - ,,,� , ,", � ,,,,,,,,,,,, � �,-,,�,, -- � ,,,,, Z� �A_ -, , � ,,,,,,,, _,,,,,,,_,,�� � � , ,"', "' I I - �,, � " � , , _ " � � , " �,� - __ - , -, ,- A,prc�.dferU_­ Ing-A Deadan, , GMailtyA.-dric. QuailWAnSuranue Approved for Arnprot foL 119 I , iln=4 291mllin sea# Pr.duol Model Numbarx Nam. Ithr.doollolesor-litit- Combined ftlrall.n ],,HVHZ Outside HVHZ Reslarant Proseg E-4 0 W.d.,tithod.1 N-b-fiaM P1.d.dt 0 ... ri.fitm Contract E,,!,,H.n Data, In RVH2: Dullod. A I R.siaiarn P.... San-# Product Mod.L.Nlumber Qr Nam, !,agw P-di accrued KirgrafloyDalre In HVKZ �Outsldl. HVHZ ft.sistant Prcssure = SOQ # PmduCt Model, Numberier'Name Produartoesucription Contract Expiration Date in H.V outside HVHZ Resistant Pressure ,� FK5500 fLam. rf�eil. Impact) Vinyl ANl1Hu1gvIrnd6,1 U7�80,2025 y1m Tar Yes MIA I HIS 188 FmandFlang, F­ 71iS2 I rsuf.l.d GIs- 02P[0024 No , Yrs No .654-55 1 105" 7S � 72 lrdulat�d Gltso ows=s N. yi� No -M-60, C= . 0 LL_ - I a. Thermo-Tini Rbcr�Osl and 6mooth-StaC Nominall ftl$�0;8 8quqt;Nw_ImibA0t&quoIn; Opaque I VW2022 No Yes No. N)A ICU 0 :r= 4- M Composite Edge Fiberglass SirngJe Dow � � � ICU 0 > (I rmAnRf0ubsy0inr;; X configunati6n) 2 b. Tharm�Tru Fber-Classic, and Smooth -Star Nornlnaf,6&4�9;8 &qWtjNon-hmpact&quot,; Opaque i2t�im22 No Yes No NIA, . D -0 E a) 2 Composite Edge Fiber�loaa Srole Doo�Wjth (D L_ 2 Sktelke4) (IhsWhg/Oubrarrg; XO,'OX wOX0 U) oenfirlundi.r.) L I . - U) 0- 3 a, T�Prmnt-Trui FIber-Chisgitc, and Smc,dth-Star Nominal 6&#39:8L8qu&;Nw-JrtPmdsqucdq Opaque 12f3l/2022 No Yes No NIA C_ Cz -.2. _600 CL FIbor9l.sa�(3d#jjP..lba Edd6L Double beer vAth or - C= I XXO . Wtlhuci�� $idbfitads �frawnOIOVIsWng: XXw 0, � -0 - W < ootifi, 'Uration )� L I I L __ 4 d. Tha,ma-T,u,Fiber-,CIassi. and Sm..th-St.r Nominal 7&09�0 &quu:;Nw�Jmpact&quot; Opaque 12t3lt�022 'No Yes No NjA Composts Edge F , i�crqlass Single Door )OVIRWITtig;KoWnguratl0h) 6 a Thermia-Trd Fflbekr�Clas.ke and Smootih-5lar = 76#,�g.'d.&466t;-N.n-in-oa.tkquoi� Opaque T213VM2 No Yes N. NIA I , Porroosibe Edge FjhcgIat,sSffldId�Q6QrYAth Sidel*s) (lh.vArnj;Q1JtsWr* MOX or OX0 configurations) 6 I. Therr,a-Tru Ffin.r-ciasaid and smooth -star Nonnilial �,�%D &citortfiNo � n-jmpacbS,qUot:.Opaque 12is-`=22 No Yes No NIAL Florida Departrabord of Business & Professional Regulation Pori ori Florida Department of Business & Professional Regulation rog� i !of i Florida Department of Buslnolas,& Professional Regulation lo._�l of I , L � L I " I , L comptalbR Eirl9eFfilkeirglaeo$irnglo Door Building Codes and S,fandarrs 115;'2021 Building Codes,arrid Sla ndards' I �021 Bui Idl Hig Codes and Ste rfidards 11002D21 7 �tn�i%,46dt0q%witlg'LX-pGnf�Vreffioa) 0! gh Tharrina-Tru Filbel-Closaic and artooth-ftr Nominal 5&#S9;Qjcluotj,bTT-LTpadt&quot; Opaque 1213112022 NO Yes No WA , L I � L Ownp_0 ' adr�yhth Product Approval Applicaticin Detail ProtligatApprovall Applicattorn Detail Product Approval Applicatildin Detail sle, Ed�e FjIoqrgaasLSjhgIa b Sidsite(ei (IhsWldg;/0uwMnT-XQ. OX or ONO wnfiguritiono 8 lh� Therne.-Tru PlIber-Classfic and Smwrth�star Nominal 3a#39,,C&qu.t;Non-Impa&Aqu.t; Opaque 1 �ISI Q022 No Yes No NM . . Composite Edge Fi WgI MR De able, Dow With or . L I I Qd, Ertfli Dal. Rimaine C.d. Entit, ., b.t. Q-& F-ding Wthoud §Idalltbs (firnIWIngfOtIn,ybng' Cild fmllt� , 11"t' P.md., Date _ - Lill. eant'goladjoins) � xx.r OXXQ 2" I I - L' I I , mi-I 1W bal's, Type version 144hrrNterrar tk6st �hgli 6 Lidghst V.Iid.t.d %, �� lrubmilb,d m ApPmvsj Arb,my.d O.t., T0. V,.i.. M.nufadt- Contact grId'hoeY46 Ueen.. Nandi el V.11caled submitted FOC Adom-I Arend- giiw� TV" v*6011 111anufactinmr conthra aftalli & License vall,ined M� Stibarfit.r! FOC'Allifinnys! Ad,m�d �kia 'ber_C(sRapand Sfirro.fh_ I *Yes Jobs ftw,nki M Bnni-Dade sqCD- CER Aliaer,Dadd, BCCO -'VAL I W512D21 I I �05r2QO 1111112020 Apor"d R-ision 2020 MI WInd-e. no Dddr� Lomas. P9! i3tarfan M thrich, PE 1OMS1202D 40JQ`9f2D20 r0ils12D20 12115129l20 Appr"d Affirmation 2020� lo;�`Ieddstbrl% jans Ros..Rlo VII-1-0.0e, RCCO ­tpq mi-t-D.d. SCCO- VAL 11MM020 lib)5=0 1111112020 Approved 9 I. Thorma-Tr. F "ta, NwiIlinal 6&3VU�8'&�uof:Non-IMpct&quot.,,Gt��zed 12=2022 No No N.1A Affinafion 2010 PsTledi I ar.fationge, 0,fi, RL I I Ownpq5te Egjo,FIberglW I z I s Single I Door Catagqnd,,Wndct,��. (94't)4813-0101) �78S),3o-2690 Cchdamy! Wind.,v 1 (717) 385-3300L PE-62514 (717),317,g454 tpliogortn- Win d-R, (941) 4811-:01 qD (7ft) 315'25W' , (Cn��nLgIoUt�Wit,g��)(Cb6fjgUfa�tioq) subc.utgorle Fmad jrwq�,4(6pgIfflqi I subc.bagimy, M.16- bafflIhg&RbJnWdL*M I subcat.g.ry:yurions irosovsklap9lindustnes." 10 � Therma-Tfti Flbar�Clasan, and Sphooth-Star �.r,iri4l�f,g�M��;&AqUbt:N6n-imp4c��quot,,G�a�zL'd 121�V2022 NO yes No NIA c.1hpI61.1414adhadl! co,fificabort roark c, Listing am 0.6011an'e, Rwhork Evitluation Roppit to. a Cpanpoemoa Methnd� Certification Mark dr UsUng - Cwhpo,Pite EcIge'Fibergass Single Doork4th I I , � , , - ­ ­ 11 " , "', , " -, L � ��"­ " ,, , ,__�','."" - ",j'� �, L'�, Sideftee) (InsWfing1O6ts\,A L Architect or a Licensed Fl.rtda �x -, ­",, � �, " �01.1­1 I I �1,1, �""",,�,�.",�-""�,,�,,�,�,����'ll,�I , ,"', , , , ',`,�"I"'­� "L" 1��O,L'1� 11,�'ll,�,,�,���.L.��'I",,��",� ",��'r,"I'l,".1', ��_ 1, , " 11 "I � ," , _ , � _1�111, �e '?�' -'�, �, , ,,,,,, �'L"'�­'�"' ',','­�"� ,,,Ll," " - Ion ad". , , '� � - 11 ` T � , , - � - lt� �_ - , _ �L� � " , I � �,fi� 'I'll- �, I ,�, , , , I , - � "" L� �� , � ""�, � , ", v�� , � , , , L, ,,, � ., , � 'L" , ", �;, " ,,, ,� . .. ..... �'�,�'�;,'�L �,�;',�",� '�,` , � - " ng; NO, ON or GXO 'r , � , �, h _� - I , ��,,, , , ,,, ,, , "', - ,� � -;,",", __ `�� 1�11:'1111 11`1�11,�,�' 4 � , , �, 1� �_, �,,�, �! _, 'i " ., '�,, "" L , ,!!" ; " �, � �_ ,�,,v,`,�, � , , ­� ", �� �, , "", ��',, `�"_, 11 11 " , - , I , ,-, o� , � , , , � ", ", _ � L L - �� ­1 I � ,, I , I" ���', , ,,'j � " , , , " � "", � ", � , 'L ,, I "I'll, 5 �1_1_1_1111'11 � �, ­ I I � ­� , � I ""�, -, , damiouiabons� I - - 1, - - ;��W_ ovt��W9���w)M,R%P&WMM�wl'I'l�'ll,� "ortz., I _ ­ ,��' ��', I ��­ 1. �,,�� , _ " - � _ � � % " I 1 -tassio end.6m.dilh-Star 121$1=22 Me Yes No 'N/A � , - _-, � �� , ',',,�_,�- � z, t�IZ",� � '_'L ��" �'�`, ,","'�X' �", ��', � � ;��,, ',,��,,'��,�,,,�,,' I k. Therma ,, ,,�,�, - �,��� -7ru Fiber-C Nominal 6030;6�quotfiN­-Imrgact&qudt Glaaf!d Qualit"A.sumanc. A=roY,d4,r(1 Soployadlfgrija� I jujud u..Irih , , - , , " , _�,_�`­""_­ , ailty A -co Arm-4 far Us, Armrm,.df.r1J,, hin.act Beat- ��d C.mL._0ExgfiratIdoDat . in 14VIiZ Ourdida HVH R.ali.i.mi pross- " , , �` `0 ,,, se-0 111=1=11,-� ��11'r'_"`�_��, �1'11__,_"_111�1 �I-Is"I'll", �',_ _'i, �`11`5'��',"'1'1`11-,�' �14�1��,'"­� -1 XT����,�� �_� Connppdit-�sfgi filsorgess Double Door With or _ , "I., " , -, 111 ��"I'�,��'ll,"�Ill'I.","Vwi��'�,� s.Q* Prodfirez Model. Number or Nam, product Siesorfiatl"'L Contract EXpirat]Qft Owe In HVHZ outside HVH R.Waignt Pressure I a " - " ri L g: Xk 6, OXXO 2"' -': , " d , 4,30,2025 Yen Y.s Yno 'NIA -All Cents lfidWm:�A, Aluminum Mulliojw D5012026 1(cs Yas Y. N)A inithoul Sid.16.0 , 5L =,"��M: -peoK, fo�!"12 , 0.611W A -and. Atta-d far us A,,..d I., Use Inubsol, 0-1., Qonfigurationns) 9 (IhsWIng4OUtss1i . a.-# Product 116dal Numborokfilzme prodact Deacm.1161 tool-t Firobsul nor, in kvH outside HVAZ 9,,i,t,,,t P-ra I Mullibensf � I L L 12 L Therma-Tru Fiber-Clasa:ic and Srhooth-Star Nominal 7039;0 &quot,N,w­I mpaod%quot: Glazed 12aV2022 No Yes No NIA 2 6784 Mbo. ,I Al.min'- mXim 12��V=4 No yes yao KIA . Cginpiocrit. 44V FU(stea$ 6ifig le, Dow . (lns*npPgIalhkhp; 7.0ohlijuriation) - 18 .. Th.-T. Filb-Ch.s.i.sed S.-th-St., Nominal 7&9�igfl &quod,Non-Imrobctkquck Glazed 1261=22 No Yes No NIA Composite Edge FiberglaesSingler Door��th Sidefiref.) L �L n­An�VOuts,Mng1;)0, dx or ONO do I fifiguraticirts) 1 14 It Thefirna.-rru Fb&ZIA-1c and sneofthEume Nwrflrial U039;0 SquotNon-firnpect8quet, Gla2adl 12)31)2022 Noc Yes No NIA Composite Edge Ab-rgl-RsSIngb�D.w �Iba\cdioloubg�,Ihq_ 'k &,rifig.rallon) 15 o, TIBIrma-Tru Fiber�Class,I� and Srhooth-Star Nominal �&#agoimivotNiofii IrnpbsQt&nuo:: Glecreci 12131 Q022 No Yes No NiA, I I 0 mig6" E�6� iofib4rgla.�Sfirgbe Door Rrith � z Sid, .K.1�5) it ri.��TglffDuts�rbn g: NO, ON or QXO Florida Departmen L t of Business & ProfeSsiffirial Requ P.P fcfl Florida Depalfterfil of Business & Professional Regulation Fsla 2 at 2 Florida Department of Business & Professional Regulation Pa96 I ofl ' I L - , !apon I I I L' , Tig tion") iafX2� Buiding Codes,and StantofireLs 1002021 rd 1 16 p, Tharma.-rru Fficer-Glassic and'Smooth.Star Zminuart�M439;0&quotNon-Impac�&q�t; Glacced 12131 I2022 No ,(as No Nip, Builai ri Codes a nri Stai rittlards, Building Codes arid Stands s iffim:n comitoante Edge, Fiberglass bouttiabow Win or Without Side ' fites [I -Ing[Outswing; xXw OXXO I I Product Approval Applicaticto Detail owlinguratic") ProductApplironval Application Detail Product Approval Application Detail 17 q. ThermahTru Flber-Clasaic� and Smodth-abr Norrina,I)AA39:6."ou". On-Impaotaquat'. Opaque 12i3i MOR2 No Yes No WA I L CC,Mp'sto ftd6 6 ribeing loss �fiq le. Door With i i 1: i I I I s i ;;; i 1: o: : ;: i I i ; i � I i ii i; i 1 I Transorn (InsW rig/OutsWng; W configuration) ; I ; � ; W 18 -Classic and Smooth -star No,ninA(,��Oal�l,,S�&q6otlq&n-impact4�6�t, Opaque 12J$1�2022 MIMM i 1 r. Thorma-Tru I'llear No Yes No NIA i asuffm Entity or, Data Dws Done Pending, L L I rode EmIly. ­6 'Xis Pao pigholing Data Cad- i-ft. Cad. Entity pt - D.C` vat. P.millno agi2 C.mp.aiba EdgeFilloorglaqs. Single D-Wth lim y.ni- Manwasownd, Contact Endure,r&U-1a Validated M validietni aglinfirded red Aiddrieval App,. aim T"D. vorsical fiftnufact.- Cdal.d ggainia & Legus, vafidat.d S,p V911ghtfild autanittad FSCApamstil A,dnd1u.d 2" *N91 vencon tia-babsopurle, c'cntA Enalladefg License. Validated By 91601d ,-Submitted PatAboravai ADweved ,Status Sfid.ffli�.) .md T,.be.b, �Ib­1b9/OubsWbn@L OIXG. - _ Ofok ordloxci oonflounationsl I R&�i "In '202,l) JMn6s Haindl.,13,01dring Products. led ��fiaisl D1.174n; V.,Aler0YT.n Jobn SputheraT PE, ofJ0512021 IV`1000 oim,%2i ori PlIcAdon Rad.iw, 202b Wald- 141al, Thompson Lyndon F, Schmidt, P E, Ryac J. KMLL P,.E:, ,02)15M21 015)2021 02,2�U21 041312= Alpre-d R6"dbi 2D2Q GAF runicii Bet Stich Robert Ni4hrfiran John W. K-evich. PE QI)/?s1ZD20 0,21�2029 1M,12132.0 12116f,Z= Apprp�d 19 a. The­�-Tru Foer,plassic and G.Mooth-Star Npmin.al 64OWS aqjuot;Nw-lrnpicr�qub� Opaque 12I`$1120�2 No YaR No NIA, Cateqci�i ftno� Walle (Pady),1545-131s pn-als82 r3s�)�loi,2528, I I C.t.g.T Paral Wtils, I330�922--2389 PE-43409 �813) 797-6555 1 caeghay, stooling '(wo -ioq.34il pt�_$9166 iGs4) ??2-4-�2+ , Compos!116 Edge �IlIerglass SirigleJ)Odir With t61gdafG!90qr:,adhrg dh.d.uIh­e;e1_�­hd,d 0-boat'gow; $.Iffla hilhorthip-&l.ide.com, Suldcatagan, Asphalt 810bgres tristioNagaf,trom ' Sidalihc(6) (I ba,,bhfjiOujs1MhlgLNO, ON d", ONO otmnigilanci;l Eivaluision Report -from a loorn ComplIQ11621,161toodh Evalud�fch Repottfirwroi ComFiffarme Method: Evaluation Report from a � =I I . I ' . Go ntlnudus Homeland Sill configurations), FIw&:R6g1smendAmhIt.d[q1a Qdch*ed Florida I F1.1o. Refistdredkchlfaotcr� Lipao,a.d Fiord. Florida R6gistorefilAr,ofitant or 4 Licensed Flanda 1 20 t Therma-Tru Rb-Cl-le and Smdoih-Stsir Nornin.1 8&939�0 &q.1t,N6M7lmpA.l�"q..t:.C)Paque 1213112022 No Yes No NIA P'nes-ral Engineer , Professional Fnglbre.r professi.na(Erameer -1 - I � , I I 1�� ,, � ' a ee Pberglaw Single'Dow With, I , �', ____ ", � ... �,v , -, -,,,-,, ,`�, " I , ell' n 'a . t� ,__, , , _,�L"_ - , �� �'S, " ��111 �fl")",',�,,,,.�,,--,�","-�,,� I ""�,,�4;,,',�,�,-,�,-,-,,,��',,,�,k�,,�,�",�,���,�'���,�,�,,�2-��:""",�',, ,",',,'�1'1,,-­,,�,,­- �,�W,,�:�����"',�,-',�,�,,�,�,'�,,',,',�"""��S,��',',,,',,--�,,,�,,�,�,�,'-""�,I ,'-,i.-;��".,--,�,-4"",��-,,,e-,,,,�,�,��,, :ol�,, " "I - _ ,�,�­�` �, 11 ­o,'�'_111�14 , L" �,,,,��,,,,�',�'L��'I'�,�,,,-��-�,,--�,,��--'-'�'���'�,,,�L"�'I��,z", ,���,�',�t-"4�',I�":?�y�,�,,,�,�,��,,I! � , ", -, - ,,, " - , V'��,��,�:,��,%�',, '_ -, 11 - :: � ,, 1�1_1 11", - � �� � � , , �. ,, L '� �� 4 " " "' ... L �,,�,�l',�L,�', -','�,,�', " - - _, , .111111 � V� , - ,� I ' whgl , Wi OxwOX0 , � _"�,"_' 111'1'111_,!��"��Vll` _ _ ,,g , - - - - - , -, � - --� � m _,' , a �, �� , � , �- �P - "" ,i, -,,,,,-_,,­­"�,-,,,��, , ,,,-, , �,, ,,,*,, 1�1 "I - ,� , ,,- " ", ­0�7- "'? ­�g_,��­,�,`,­' .-,,­,k, " �,,�-,,,�,�,'�,f-'�-��",L�-c�;"7,� -,, ", .-, ", 0 Heal I donfigu arts - 7-__� , , , ,,,,,',� " , " ��t- "", �a',, �� � ,�� -, � - � ,2, 0*WMRQ9ffi0Ma � 4 . �.111-11 .1 "I tirnj 'L �s�' j 'A 0 gl#��,,� �� 2 , , _ " " , , � *�W"__111 , io****��Vm�mww RAq6WM*����Mgg���4%� Non 4&q.w�LGIQZad ­IT3i426�2 No Yes, No NIA 1 21 U, Theuma-Tnj Rber-Ziassic and SmoctikSbaur No in. t _I Md., Ou.111irfttiAlande Appronratl for Use ,Apyroyad for use lrfflpw Design QLsiii A.,rance Alm-d f-Usa Aggroved fur Ll 1-set C..I.. L I QUAIRVASSUrMog Aificrovid for UP ,Approved for Use [Mo- - -0 . I 31.9 k.d.ol 11I.&L Number - Name Product lovs,ridden Contract E.Vin.t1w, cat in H ouirside H Rge.tpot pressure ctomp. I a I glass Single D With 8009 ProduatModel. Number & Name Product DMiterli Contract E,611,11.11 ads, In HVKZ AuLsli V_Hz Resistant Pressure 9.qA Pr.di Modal, Nunrldar­ Me- Precinct Flaserfidti-, Camr.ct tumtrall. Md,l. It, HvMZ Ontabol. MVHZ Resistant prek.w. side ng-, , ON or, X 1 Oproh.cl, Lap,siding -liber-c.mart do. siding 12�3141]2s ydo Yen, NA MIA Yts NiA I GAFAsphalft Rool'shingle, Flidergestralfircord.d T14.1b, lamirnat.d, 5�btb­d 1216=n No, ya s KA NJA 0) = � I 1 i. &quct,2T8,qubt: Snifit wrawscild Vinyl Spirit 12T5112023 40 11 to > �*, ontinuous H d , 1 2 HendePenk Lee Sldfirs[ fflpf­ahn_� IdP.IdIng i2ni=s, yes NiA WA 13:&QU.t n....'T4&qtu.t-80IF1i Ve t schavin'(Sarit 12f3l,292B, No '?as 40 22 rant U I LLLL I 0 Y00 2 'I'M . n w I � IVA filpfidge asphalt shiblilas v,, Therme-Tru Filber-ClessiGondSmooth-Star Rommalill 9�1 -11-i _ U_ Glazed 10� 12022 No Yes No N)A C.Aquot.,6reentriarmideg. &OeOOi�Boflif Vent or A,didVjOyl ScIfilt I'le IN s N KIA (:) I- I � ; I LLLLLLL - S , JZ��112023 Composite Edg er I i ge _ rwi h 1 -sofift virw Scott rj '. , u , , 4 ICE .1 at,, 9sotorsel i2iai�2023 . Y,cs No MIA " L_ 0 II 'd. Lquot; " � Sidlallbs(.) QnSl' ng. I X or,OX . ? GontInuous Head and Sill configurations) 5 ,c� &quot,,Ch.1b.1 0.k&qi sofilt V.rLws fidVi.yIsforill IV31,tm, No Y.. N. MYA C`14 a � d C� 2S w 7herma-TrU Fiber-Classio and Srhooth-Slat Nomln6l,6050;0,&qu6t�Non-JMp�lc��q�b� Opaque 12)arwo�2 No yes No NJA 6 f,&quc[.,Sup-Sp.rb&q..t, Sodfit L V..b., sofirivinylaoftit 1V21,202S, No Y­ N. NIA " - � COL cono Comp.ozite,Edgr, Fibcrglaa� beat Panelavvith Vented (0 LL Sidi ijnoWin6tOuWwtigi xmMorxxxx _�r configilltratiotbO C'_ "D 0 24 x Themna-Tr. Pilow-0-said and Smaet-Star Nominal � 8�9�0 RquotNon-Innipartaiquot Opeque 12131f202? No Yes Nei NYA Co.pqdt. Foilis pildeirgi.s.Dow Linen , "Ath �on6ed I >_ C N Sidefibgs) (IriswingtOud,whi,g: XK W or XN�X _< . (Tj 0 onnfi�j.natiand) 0 2�� ,y. Therma-7rut F113-62s9le and'Smwfith�Sfinr Nominal 6&#3�;8 kqL.t;N.n-Ihiip.no&qu.�, Glazed 12?311�022 No Yes No NJA = C: -0 IN t.winitnaille EogsFIbeglaRs Door Panels dAth Vented I Sfidable(R) OnsWingfOutsbving: )bl, �xx or Xkxx Florida Department of Business & Profes onal Requ 10 PL@Ac 1 �fl rags I of I Sj , laten PRge I DO Florida Department of Business & Profass� nal Regulation BDrida Departinrent of BWSIn@sS & lorafessiorTal Regulation - 0 (1) oonfigubations) I - I 1, I _1 I 1 .0-7 .11- -C 26 z: Tbarma-Tw Fiber-Cla.Fiostud Smooth -Star Nominal 60n�0 &quotNdn-Innjatfi&qum�,i3fiazea 11=1�2q22 No Yes No NJA Building Codes and Standards laboij Building Qocll and Standards lw�021 Building Codes and�Stefinfidards rar,,ul Y) W 4- 1 Com�psIt8,rdg,eFIberqIaEs Door ipena,la,with Vented I - CL j- S1 I dPIre(s)(jraWngj0ub�Wing xx�xxx6rxm ProdUdApploYall[Applicallan Detall ProoluctApproval Application Detail ProductA ploval Application Detail _ dwflgn6n�fiorr.5 ' " '' L ' I ,P I - 27 �.Thermdl-Tru riber-ClassicandSmooth-Ster Nominal 88#39hs &quot Non- I ImpaGtAquat; Glazed, , 121$lf2022 No Yes No MIA cc',)) E - , Gomporsire, Edge Fiberglass Single Do-ith 3&039,0 < 0 3: XOL ON adefifig6m) onswingobutswrig: . .r.dN6 I 0 Code Entier e car. Data Dec P.nd'o 42w I tarts L Entity a Date Dal 6 Data Pending we SW _ Cars penchant . 3: 0) I 'L dwifigi.tratons) , zftfif�x _Do, 2& 090 28 Zb. Therms-TrU rlber�Clatsslid and Smooth -Star NoIrdnaj'6&R8;8 &qubt hloh�jrodelat&quot, Glazed 121ZJIi2b��2 No Yes No N/A T-9 Ytiat[m Manufacture Contact Shorn- & unease Validated Bre validated Subbbinad Fac Avern,"Al Atba.- MAM T�a. Version M.-rwyn, contact Enginit"a 1.4-es. varnished ffx Valwound 8,brild4oll Fat: Aubens.1 AlImnsyro Nam Type Varsalon aismuratt.- Contact Fndfib's.r&Udsft. valld.l.d By validated submitted FE(C.Arial Apior-d Status on -: 0 , L C.mpasho Edge ribergiase Double Door with P?.,Aa[6h '292b TAMKO Burding.Prod LLC Kern Eden R,,ban'ifi.minpn job i W. Kru.Z.Ach � PE 10104120212 09f29f2D20 iUj1WtPcl 17JI51-420 Aplprss�.d Revision 202tfi I-N. T[bonpgd�, fic, Oat Thompson ��rofitad­l ToryChrIstfin n Z.Ois . a) � :3&AP9;0SWefitecs(oavm I r I L ultv I L ry R. Priest Slevian M. Union, PE 09`1712001 0,W10120.20 O9j22/2P20 12115/2020 Approval ReAsi.n 202C Flonda Metal products Inc, Cj�rlk Jorea James L. Bucket,, PJE_Q 31"M M. UrIaK PE DDPTJ2020 OW2&2020 1=412020 12JIG12020 App'-.-� < a) C I 4 L I Qwf1gQra'I]W gloutslwng; ;w* cdtagcry� Roughs �41;� S24-15044 PE-P9156 l954) ttl-8224 Mdt.lc Cwhpar� �TAMCQJ (II13) 20-3456 PF04021 (717)Z17-8454 Coregonh Roidbig 1904) 7834490 CRUCK Fr9brucaling (71T) 317S454 . I I 11 > - - ICU Suddanegond U.,h§rI,yrn.b[s kern I capeg.ne Boeing I.Mn-berilroorngoom Adboat.goiy, Roieling Ac-s.Hes flh.t,�,e an .I.4gfl._.._ P&31N2 1 3: 29 z., Tlarma-Tru Fiber-CIZsettand 6m.oth�5t,r NominalW,29;0 aquot;Non-Impst.taquot; Glw.dl 1 WZ112022 No Yes No N)A " _ed.66-too-own Subcategory: Roojrlq,�cccagarras that Rrearr Irricigh,r Port.fih. Rl;.Wntg " ,. I Compbobire Edge Pikeorgla. Sin,[. Door with 3&#SgID corpilarme Method: Evalu6trarr Report inch a - W§160 - r,- a) cL I Sid4ibD(si(ImiWRg,Ou;iving;Kb ax.ro)�O R.,W.Pgi�t.r�dAr.hit�t.r.Cl�.-.d.R.Ild. Intagem Fort ofthe Roofing System Curmplisn" Merrod; EiraWatton Rvpcii from a > I I I I C.midifan. Method: Evaluation Rspoft,t.nn � FIwd.R.9I,b.rcnA,dhftod1.r. Lidcns.d 14.0d. . configumlions) I Proln,olonal Engin- Florida Regi.figbarlAr.bit-two U.1-d Florida puniessi ... I Engine., . a n W E 30 zd. Therma-T. Fbpr-Qlassiq. andStmooth-Star Nominal $a#39;0&quotNon-l�ip,'ac�&�uu�,,Gl�d 12iS112OZ2 No Yes No �NIA Composite Edge Ffiber9Ia5a'DoQbIeI)owMh Profession.] Error- , '� , ,'� , �',', , " -, I . . . ", � � �', ", � , � ,­ , , �, " , � ," I I", , ICU U) 0 , _ � ,,, ," , "', � `� _; � I ,,,; � , ,�,�,,, � ,", ", �_'' -, �,� � ,,�, �, " ", , 11 1, "I", I'll I � , , I � 4 �, � 'I",", ,��ll,�,,�",�,,�"""",�,�l"""",�,��.,�,,�,�I'lI ;��','_ __,1�1111­�,,�1'11�, "', ,1 I ",", _11 I � , , I - , , � , , v� � " I 4', " , - , ", - , " � , , '­ , '. , ��z ,� , , ", , `� - 'I " - , , , - , , - , - ':,� ,� " � l', L� -, , --,- ""', -, , '_ � -, " " " , , I - - - _�' - , '' - - I I � _', , __ � , - - ,,, " � , , , � ,,, , I ­ , � ­ ", ­ , , �, ,, �L % :,� "; �,,�i - ,,,, � Sicalfites ilbssumg�Oultwfing; I �� -1 " "'. " �"-, �f", z11 __ ; , I ',� ... �,,,, , ,� � � _,� � , el� I �If �-_`_,_ " ,�,'�, , ,,", "I" � , � , �,­,­-� � - " , , I , �­ - I I - I � " - - �� - , , - �;� , A , , ", , ", � ' " , � , , , , =) cc: (0) * ", 'I'll , , � - ,_ - �, - , - � - 11 - - , , , �', , _,_ , , , '_ 'T_ " - ", I �, I `*­_ I � "I""' �,_` -, _"`i` _1_ - I I 11 I " �, "', "T"", , , , 4 , �;��� � -1 6xxo 1 4to 1. � , 1� I I , , 3=9�O ' -, . ... .. " , 0 �_," '. 10-, -5, , __ __ �� " ,", , ,,,,, � , , � � ' = I 11 Aidnt!�fZr use Aidneb-d for Lie Rgaistjartt 00* I ­' R �*� �, ", ___�, �� - '' Quality Asaturaloo Approved for Va. ficoprov,od for Use lflil� kkElgla I It M - I � acnifIgural I C,!t��, , Vt Wild 1114�� ..................... , , " - _1 , - " , "", '' , � al zst.'rharma-Tru Flfibw�_Iaasld.nd Stina.de-Star Nonfina! 7&#39P &q,ucdjNon-Imp0at&qu.t!,ShQkaT 1251.i2= No Yes No NfA. $1.4 product M,dgl. Number - Maned ProduRt Na,rdfl. Oot.lde HVHZ lonst.ve Warty Nsinvance Add ... iedfortuse Androwd far 1JR, Ill Eam a.- 1� Product ll Numbs, or hiliggir product Ggs,11LItilibil �Cwbrmt E�nftdtidti Bar, it, HVH , darsda. HV Resistant Iddisatur, a " San- Churnpopile Edge dl�zad Fiberglass Single q TAMKO Roof Undeflayments,(FIVI-1Z) RonfundersymarN for use In F RC HVHZ 0(�M0025 Yes No N/A NiA aftal Pndd..1 huml.l. Nurnbar .r N.- Product Descried, Contract Eotuilion Date In HVHZ outside Ml R.,istairt P.M. 3, 3- FLAMC0,0qdoI:RV IC Ridge'Venul,criat:, Aluriliurl Riog�Vem�ld,O,R,�h�drp�f3fpbdc�t�d 1213112024 No Yes 14. WA 0 � , DOor,Wthpi,�Wthou , (,IM , 1�2!3aelfile(s) 10I ns , . I , fino. 0.025'Alunrfirum ; 5; a: 4- , (Imawringlatits'Win6r X,'C,X. NO or ONO benfigurations) I , o 1 TAMCO Flat Top Off'Ridg. V,cni with,Saftfor T11. 26 gir. star, roorvefird.tory"Ith bafflei 0axe/20a yog ,Yes NIA N)A I 1 2 7AMKO Roof Ubder%yhbents'tNDN-1,­VHZ) Root undabl"o'eals for uss in PSC non�HVI­l 06,2912023 No yv� WA MIA 2 TAMCO GooberrookV4rit 20O.. 09�05a,)26 No Yes WA -w,51�5 1 jurlsdic4ow 3 TAMCO 0#4dge Roof Vornv.dfit B�Wflo 26 ga. statiefoot'vordlWor,vith intagrated baffle 06110i21326 Yes yes MIA NiA . 4 TAMCO Round Top 0fl-RIdgcVcmt,,4th Baffisfor Tile 26 ad. static roofv"llater Mth baffle OWS/20213 Yes yes MIA NYA . I . � .. � . � . . . . . , Florida Departinientof Buslnass� & Professional Regulation page i,.fl Florida Department of Business & Professional Regulation Pos. I al Florl# Department of Business & Professional Regulation Pdg. i of I . Florida Derpartmerit,of Business and Professional Regulation , Building Codes I , I and$tandards w/2021 Building Codes arid Standards UP2021 Buildingi,Godesairid Sfalidttds 1125r422 I I Building Codes and Standards 3/15/2022 Product A,pproVall Application Detail Product Approval Application Detail Product Approval Application Detail �, Product Approval Application Detail Em ME= No= U) cod. Entity Dal, bas� pets egodipil Owe L-da Entity Data 0g. Panobjed Date cod. Entltv at - 2�1 Date Pangfinn Date , L. -Pt"sr Vgrsiv, Man.f.clu C.rid..i EinqunderilkLift.s. ,)falwabd By V.r,d*.d 5botbbuthad FaCAporanal Ownrov-d a-. 7.6, NjCj2L Wanufmi-ir 0-ted irmili & U . .-,a Validated 3V I d $Za.d FSC Art-.1 )w(onmied Sk I .t.5 Type Was MaTrufac,figure ,contact Encifinaber &I-iceirs. validated 8 Validated 8uramitt. FED Approtbal Atadr-cl WU (D L, FL#52694131 R,ispn 2020 Lamenc. Katrinat J41hey Jamos L 8.clubar, F.E, t3laven M, Url.h, PF 1Y21n,32D I lfn�2020 11,2912920 dng,FBC Appr Re�slor 2,020 96MI Ranging Ald.rs-Rabin [APTROUnifobba Evoluatton )5ory,ftwialke, 1110V21)ZO I ilt)2020 1IM612020 Apicrt-4 Revision q=, � Gicip.1 Prorte,aflar, Product., LLC. 7im Robinson W.ftorA.-Mlfilt Jr, RE. John W.Xnaz6vich, PE QR1QPt2M 09i0gr2020, 1 DiOlr2020 l2ri5tZ020 Approved L Cod e Status I C.4prie Footing (6tul),qn-GIS3 PE-31,�42 (71 7�'31 744s,r - � datia ..y. R.'" 010132404609n scr,doss LILC, 1 -�,205) 854-bl6t) I I category, Shutters (964� 089�7546 PE-44167 �954) 772-6224 1 L 9 I I E01121ty Ar . Date Date LDate Date Sulbriih,gony. Roofing Ad ur§oorreamod are 2 n kjolleyolomem-com S.11C.Raq.ry: RoormbITIld. IgocfinMdeiaoftQboruLoa I Subpatel Sbohn Panels, ifini,robirlson piperfit.dwri 15tp _Eiav I ,W g Version Manufacturer Conte Engineer 8, AH§At� VA !dated Submitted Pending APP �e Approved Integral Pari ofthe Roofing System C�..Pll.,..:.'PA.ffi.8�r,WUMi-ri.�,.rif,..., In Compliance Mothad! Fv,alwalion Report from � �'. I I ­ Revisio n 2020 POLYGLASS USA MauryiAllpert, License JohnW 10t2812020 1012212020'FBC 1211512020 C-pli.m.. M.1h.0, E,.I..hcm,R.pb.d to,. Product FvOuaiti ErflI Rwicla Regisisfed.Afich ilest or a Lnewted Florida Category: Roofing S95423513:31)S�rial,p6rt@pol�glass,�m Robert, Niernlruen Knezez-vich, PE EP-Maya, F111,111,1 h Prq,essxsnal� Eninaer � ". �:,Rerac[Ard ltcct.w.LioemedFo,'da Su bCategory: PE-591168 (954) 772-B224 11XV2020 Emilticor � -- ,-,�­,", ,,,-,,,, , -�' , , � " �,�_ , ,',, , � ,-,,, --,,,,',,,'-,,'--,--zl,�,�,.--��-',-,, �, -, ", � -��,,,� , I - �­�, �,7 , �-"-,�,�,��--,,',,%M�,��""-,-"� -", -I"- _,1`1'1111'­S��'11 �' Undefla m@Mt& o �� , - , , Quality Afar.wo Apittfoved for Use A� V d �1� It- imo;4pt k9911 �e­ ��s�­­ ...... ,r , ", 11 ­­ �___ ,_ -, _ - -, �L ��,-, - 9m'.21,1M� - I 11 ­­­��s�­­ ...... ,r , ­­11 I � � ,n�___ .,,,, , - "t� I I I , *Wik� - -1 _11�_ idl Assuming Apot �dfwljle Aotorov6dif-Use, ' I 11 -I I- � , I I I I Y - i , R..* Pr.dmf Mdolat. Number -N... Me ��wdraj��. Can, h, HVKZ, graskatent Pro- Contrattli Exid law u2:11al I jr,.ti.n Date L Conrip] lance Meth od-. QuslitVAssue-6 ArtoraoredforUs'd Apianovedfar List Impact 2III[gill is specity- shake, Shia, Courtly M.I.-Ser, Old Enotfiall lal"!112.1.1e� .. Pj. Ytt� MIA NJA soo 14 Praducrt Model, Numberor Name Pr4ndl got nesciripficen .� i_[VHZ outsider HVHIZ Resistant Pressult . � _ - Evaluation Relipgritfrorn S.- * Produpillifiedgi NumblugurWarre Product Descrinfic, cbmil E.okafibn Date in HVHZ Outside HV Rasnarm 4.---. T"Nh sourid; "pad 1 20 Gage Garvanized.St"I Storm PanelsiHVH7 Contugaled Ga"nized Steel StormParucl. retained 12ir3112022 Yes Yals yes NIP, a Florida Registered I Dar",' DA-4-71RI-B.ifill Is,ock-A!, UA-4 L., picnic: p.lyioropyleb.�R.aif�, Roof I Vent 12f16625 Mo Y., 14. I`S7�51_w_s 17, ,Zvcby800 -Slat.: Shald,Aabnp; Split Sh.c. Flat Pr6fils-St.,een. CA i 213112021) No yes MIA N)A - � , I E I or not lr�tTaoks to provide huTrIcane brbh�cttiom. � I -4-0 rah,chonficaily Attached to pyaocd Dark 0 S.-Y 800 - Slat., Sh.R. &-p,, spit Shoo, Fiat Tondfib, -Rel. � CA 1,2;3V202D Mid \,as N�A MIA 2 ,24 Gage G.1-nfz.d Steel ft,m Pa­WNHVHZ Conrugated G varfized Steel Storm Panels � retained 12131i2022 No yes Yes NA AnchitPct or a Licensed is 8-..y NO -6fieka, Slat. Arinip, Sipti Shake Fl.t Innuffie - Stood., CA i2l3if=0 No Y.. NA NJA or net by track'. to provide hart -he prob-1:1- = 0) Florida Professional 20 S .... y 700 -Sh.k., s.te-&-p; Split Snake Flat Profile - Rialto, CA 1,2131t2020 No yes NA NJA Engineer 27 Teas Espana /S.Mcl- Hgh Frolto - Kady, TX 1,2f3TQ020 No yen NfA NJA (D FL#.62W-R31 Products . . 28 Vill. L:- Frog, . - K.1y. YX 1 2;51,2020 No Yaa MIA M A C_ I � Stral Agauranys apata-VILOXYM ,Apnroved for US& IMPAft ussuel . jLq -9 P-4u.t Model, Ncirrilder-Nam Product Mestor priah Contr t 152g�lrgtlion in HVHZ OullsoleMV11 Resistant Piluessu U) Data I 11 I Pglyglalb; Roofunderaynnerts Rooting underja�rrhejrt- I0721=22 No yes N/A 4WAI-622Z � I I Polyglass RoctUndenzyments �HVHZ) Polygid% rodfunderlsyments for use in F13911Y23/2023 Yes NO NIA NIA � M HVF17judedlicillonti, I �! Patyglass Roof Uncledaynifitents (hgm­HVHZ) Poly,glass roof Underlayrn ents, for u" in 121=2023 No I(es NIA -NIAI-622,5 M > FSO nwr­HVHZjuT1srfi4fions. I , I Florida Department at Business 4 Prolies !one[ Regulation Pagb,i Of I Flonda Department ofBasirross & Professional Regulation psirial pfl Florida 0epartmeni of Business 9,Proifessiorial Regulatio Page 1, of I 0 1 Polyglass Roof Underlayments (HVHZ) Pollyglass rooFunderialyments, for use in 1`121CUMU023 ,�es No NIA NIA I a , L_ HVHZj.d.d;.dhswd,. 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M71 S 1 a 'is truss -bacto, plate. 12134=22 Yes Y_ MIA N,A . 7 T.201 M720 20 ga. truss .dint,sOrplates 12131=22 Yos yc� MIA i I I I March 15, 2022 1 1 1 1 1 PA 1.1 I N O U N R.son Strong -Tie 2020 FBC Approved Products Updatedd_a.led tzlsar2a Simpson Strong Tie 2424 FBC Approved Products Updated 1:2r�arz_a2a Simpson Strong Tie 2i20 FBC Approved Products Updated 1.2/3af2a20; ®Simpson Strong -Tie 2U2D FBC Approved Products Updated o/2azo N O O L For direct links toaliSST approvals #sledbelaw..CLICK HER E. For direct Inks toallSSTapprovalslisted belovd,CLICK HER E For direct links" to all8STapprovalslistedbelov+,CLICKHERE. _ Far direct links to all SST apprwais tstetl: bolero, CLICK HERE: �_ (✓ (3) c Clio For For"addTbna information I on regarding Flondas t wide-ProductA- . PP rowof 5YstomendM ird DfldeGouniY- aceOfAcca to ce(t�AJ.0 ICK HER _ __. . 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Number or Name Product Description Sea # Product Model, Num bar or Name Product Descaujien version ,(H USC) ava table for models having width equalto or 1 Titan Stainless Steel Concrete a Masonry Screw (TTN-85) 114 diameter;I iten Stainless steel masonry screw I A21 A23, A33 A34 A35 A44 Angles 1 BT, BTB STH Brick Ties greaterthan 3 9116". 2' APA21, APA4, APAB APVA21 APVA4, APVAB QutdoorAccents Angles 2 CMST12, CMST14 CMSTC16 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- O Q C 3 APB44, APB44R, APVB66, APBWR, AP688, APS88R APB1010, APB101OR, APVB44, Outdoor Accents Post Bases 3 C814. CS16 C818, CS20, C522 Coiled Straps 516 and Heights ranging from 9-1/4" to 16", O _ FL#9589-RG APV844R, APV 366. ARV666R, APV688, APVB88R, APV61010, APV6101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangars (� O 4 APDJT2-4. APDJT2R-4; APDJT2-6 APDJT2R-6, APVDJT24, APVDJT2R4, APVDJT2-6: Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M O Sea Product Model, Num bar orName Product Description APVDJT2R-6 6 DSP,:SSP,7SP Stud to: Plate tie 15 WC267,LUC2102 Face -mount hangers N -0 O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH48R, APHH810, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, HZ5A, H3, H6, H7Z, H16, H16S, H16-2, H16-28 HurricaneTles 16 LUS series hangers Face -mount hangers available in widths'rarigingfrom 1-91/6"to 4- (3)L L � }� 2" SD9112, S09212;,SD10112, S010212 Strong -Drive SID Connector Screw B APL4, APL6, APT4 APT6, APVL4, APVL6, 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 10-1 SitS", (n Q 3 SD9112SS SD92fi2SS Sron -Drive SQ Connector SS Screw g 7 APL 24 APLH2 R. AP H 6 A R APL 2 0 ° OR N 9 L 2 PLH26 , H 1 , APLH210 Outdoor Light Hangers 9 H524 HurncaneTe io 17 - - : MG.U3.63 SDS, MGU5.25 SDS, MGU5.50 SDS; MGU5.62 SDS, MGU7.00 SDS Face mount hangers '+- � (� �--+ 4 F r r SDC 22434 SDGF22�12 SDCE226 SDCF2 700 D F Bali DO , 14, 2 , S C 22 , 5 F221014, Strong -Drive Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2 SD51.5; HSS22 SD53 HSS2 3 SD53, HSS4 SDS3 Heavy Stud shoe 18 MIU serves hangers Face -mount hanger5.available in ranging from 1-9116 to a- 5 ,/� � � , _ t, J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5, HSTB Straight Straps 118 and heights ranging from 6-15116' to 19-112", 5 SDCP22434, SDCP22512,.SDCP22614; SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z •Concealed JoistTles. 12 HTS16, HTS20,.HTS24, HTS28, HTS30; HTS30C Heavy Twist Strap. 19 MU826, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1 SKTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR.SULSURC,SULCseries hangers Skewed face -mount hangers available in vvidths:rangingfrom l- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHRCombo-HeadScrew 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9116" and heights ranging from 3-1/16'to 13-314", 7 SDS25112. SDS25134, SDS25200, SDS25212 SDS2530D SDS25312, SDS25412. .Strong -Drive SDS Heavy-DutyConnector Screw 13 FC4. FC6 Framing Clips 9 P. 15 LSTA9, LSTA1:2. LSTA15, LSTA18 LSTA21 LSTA24 LSTA30, LSTA36 , Straight Straps g . _ Concealed flange version (SURE SULC):availablefor all double SDS25500 SDS25600, SDS25800 14 FWANZ - Foundation Wall Angles 16 LSTi49, LST173 - .p, Straight Straps 2X and 4X models; on ly acute flange is concealed, 8 SDS251128S, SDS2520OSS; SDS25212SS, SDIS253COSS SDS25312SS. ;.. _. Stroh -Drive Heavy -Duty Connector SS Screw g y Y 15 G 1 GA2 A:..,_. Gusset An lee ,.g 17 LTB20 LTB40 Brio in _.gng., 21 U seriesh n ors ag_rs Fa e- u a • ravailable r -: 6": c..manth.nges le in widths to 9 5DWF2716 SDiNF272Q SDWF2724SD1NF2726, SDWF2730 Strong Drive 6DWF Fioor-to FloorScrew 16 H2A, H2.5T, H8; Fi1 DA-2, H1 OS HI 4, HGA70 Hurncana3Tles 18 LTS12 LTS16, LTS18, LT520 Light Twls#:Strap. 6" .:and heights ranging from 2-5/8 to 11.114 . 17 18 HCJTZ HH4, HH6 - Heavy Concealed Joist Tie Header Hangers 19 20 MGT - MS727, MSr37, MST48, MST60 MST72 Medium GirderTiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18; MSTA21, MSTA24, MSTA30; MSTA36; MSTA49: Straight Straps . FL#10667-R6 20 1.30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MST052, MST066, MSTC78 Straight Straps Sea Product Model, Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC4883,'MSTC66B3 Pre -Bent Straps Sea Product Model. Num bar or Name ProductDescnptlon 1 ATR318, ATR112,rATR5/8, ATR314 Threaded Rods 22 LS30, LS50 LS70 LS90 Skewabte Angles 24 MST126 MSTl36; MSTI48, MSTIbY1 MSTI72 Straight Straps 1 BA series hangers Top flange hangars available in widths ranging from 1-9116" to 7- 2 ATUDS ATUD82;ATUD9 ATUD9-2 ATUD9-3 ATUD14 ATUD142 Aluminum Take-UpDevice 23 LSCZ Adjustable Stringer o Ju 9 Connector 25 MTS12 MTSI6.MTS18 MTS20 MT524C MTS30 MTS96C Medium Twist m p 118 and'hei heights in from 7-118" to 3a'. g ranging BP318 2 P 12 B 1 BP !2 3 B 18 18-3.8P 1 PS 2 BPa 3/4 BP3/4 3 BPR: UD3 4 , T B oaring Plates: 24 LSS46LZ, LSSJ26R2; LSSJ28L2, LSSJ28RZ, LSSJ210L2, LSS3210RZ Field Adjustable, Jack Banger 26 NCA2K10 12, 14CA2x1212, NCA2x8 16, NCA200 16, NCA2x1216 Bridging 2 DGBF series Hangers Top flange hangers available in widths ranging from 8-018 to 7-- 4 CNW316, CNW172. CNW518, CNW314 CNW.5M-112, CNW3/4 518 CoupierNuts 25 LSSRI.81, LSSR2:1 LSSR2,37 LSSR256, LSSR210-2 LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW612 RCWB14 Wall Bracing 1/8 and heights ranging from9-114"to 24'. 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUD97 Coupling Take -Up Device 26 LTP4; LTP5 Tie Plates 28 RPS18 RPS22i RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 /2" to 3- CTUD98, CTUD99 27 ML23Z, ML242, ML262, ML28Z, ML21OZ Angles 29 RSP4 Shad to Plate Connector 518" and heights ranging from 7-114" to 24". 6 li 1144, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 SP1, SP2, SP4; SIPS. SP8 Stud Plate To 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to, 3- 7 RTUD3, RTUD38,: RTUD4, RTUD48 RTUD5.:RTUD6, RTUD7, :RTUDB. Ratcheting Take Up Device 29 MMHC Hinged Roof Connector 31 SPH4 SPH6;SPH8 Heavy Stud Plate Tie 518 and heights ranging from 9-1/4" to 24". - 8 TUD9, TUD1'0 Take-U Device p 30 MMLU26 MMLU 6-R MLU28 M 28.2 MLU2 O MMLUI211 MLUI 9 MMLU131 2 , M MLU _ , M 1 , M 3 , 1 Face -Mount s M Hangers 32 SS :5 SS2.5 SS3 SS4.5 1 ., ,, d e StuShoo r a 5 EGO s EGA, EG7, _9 series v r- " Top flange hangers available m widths ranging from 114 to 8- 9 TUVV36 - Take -Up Washer 31 RBC,. RBCP >Roof Boundary Clips 33 ST9,ST12, ST18: ST22, ST292 ST2122.; ST2115, ST2215, ST6215, ST6224, ST6236 StralghtStraps 7/8and.;heighis ranging from 1:1"to 82-1/7'. 10 URS3 3J6 Uplift Rod Run Tiedawn System 32 RST-3. Roof Tie -Down 34 T620, TB27, TBSC, TB36, TB42, T848, TB54, TB56; T360 Tension Bridging; 6 EGO serieshangers Top flange hangers available inv✓dthe ranging from 3=618'to 7- 11 URS4 112 Uplift Rod Run Tledown System 33 R7C227, RTC42, R702Z, RTC44 Rigid Tie Connectors 35 TWB10 TWBrIZ TWB14 Wall Bracing 114 and heights ranging from 11.1W'to 32". 12 URS5. 518" Uplift Rod Run Tiedown System 34 STC. STCT DTC. HTC4 Truss Clips 35 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle, hangars available in widths ranging from :3-1 /4" to 6-70' 13 URSO 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, W8106C, WB126, W8126C, WB143C Wall Bracing and heights ranging from 8-112" to 28"_ 36 Z2, Z4,_Z44 Panel Sti ffener Clips 8 GLTV series hangers Top flange hangers available in widths tangmg from 3-114"#o 7- - 118.1end heights ranging from 11"to 32'. FL#10441-RB FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to7- FL#1:D447-R'is - 112 and heights ranging from 8" to 30' Sea # Product Modal, Number or Name Prod uot Desorilotlon Sea # Product Model: Num ber or Name Product Oescrtption 10 HGLS series hangers Saddle hangers available in widths, ranging from 5-1 1,to 8-7m" 1 DTT2 Hold-down Seg # Product Model, Num bar or Name Product Descriptron 1 CBH2.37x5.5, 08142.37x7.63, CBH2.37x9 75 Concealed hangers and heights ranging from 10-1'12" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjusable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face mount (DU DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDO8, HHDQf1, HHDQi4 Hold-down 2 DSC2R-SDS3; DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 718' and heights ranging from 7-1/7'to 32".. 4 HDU2,HDU4,HDU5;-HOUS,HDU1I,HDU14 Hold-down 3: GBC Gable. Brace Connector ranging from 9-118":to23-15116". 12 HGLTiSeries hangers Top flange hangers available inwidthsranging from 3-114"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate: 3 HGU3.63-SDS; HGW5;25-SDS HGU5.50-SDS; HGU5.62-SDS, HGU7.00-SDS, HGU7.25, Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8,LSTHD8RJ Strap -style, hold-down 5 HHRC2-2 HHRC42 HHRC42-2,HHRC411,81,HHRC44,HHRC52513.25,HHRC53713e12; Heavy Hip to Ridge Connectors SDS;HGU9.00-SDS 13 HITserieshangers Topflangehangers available inwidthsranging from 2-5116"to3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount llangersavailable in widths ranging from 1.518" to7. 9118" and heights ranging from 1,8" to 261.' _8: MPAI32, MPAI44 (Strap -style purlin anchor _6'. HRCI.;81, HRC22 Hip Ridge Connector 318 and h:eighto ranging from 5r11V, to 12-718", 14 HUSTF serieshangers Top flangejeisthangars available in widths ranging from 3-118'tc 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor p 7 LRU26, LRU28, LRU210, LRU212 Rafter Hangar g_ 5 HHGU525-SDS HHGU5,50-SDS, HHGU562-SDS, HHGU700-SDS; HHGU7.25-SDS Face-mounthangers 3-9118"and heights ranging from5376"te 13.1l8". 10 PA118, PA123. PAI28. PA135 Strap -style purlin anchor 6 LSU26, LSSU28, LSSU210 Light SlopeablelSkewable U Hanger HHGU9,QO-SDS 15 HUTE HUCTF series hangers Top flange hangers: available in widths ranging from 1-9116"to5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Beating Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2 HHUS46, HHUS48 HHU$410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7119'to 15". Concealed flange 12 STHD14_ STHDI4RJ Strap -style hold-down 10 TC24.TC26 TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or L 11 THA29, THA213, THA218,THA218 2, THA222-2, THA413, THA418,THAG418, THA422; Adjustable Truss Hanger 7 HSUR, HSUL,'HSURG, HSULC series hangers Skewed face-mounthangers available in widths ranging from 3= greaterthan 2-9/10". CV > y,,, O THAC422, Tli THA422-2, THA426-2 116' to 5-1f8' and heights ranging from 4-3W to I541`4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116' to 7- N 0 ~ 0 12 THA11 81122, THAl2 06122, THA121122, THA1222, THAI322 THA13522 THA1422 Adjustable Truss Hanger Sized for I -Joists g Truss Concealed' flange version (HSURC, HSULC) avairahle for all double2Xand4Xmcdelsonly acute flange iSconcealed. r. 118' and heights ranging from a 318 kc 28'. C�1 L_ / 1 ('r) N 13 14 THAL422, THAR422 THJA26, LTHJA28, LTHMA Skewed Hanger Multiple Truss Hangers 8 HTU26: HTU28, HTU210, HTU26-2 HTU28-2, HTU2102 Face -mount hangers 7 H1NPH series hangers Tap flange hangers available in widths ranging from 1.9116' to 7- 1/2 and heighm ranging from 5-3/8'to 32'a am (U L a 15 THJM2-4-60S:i; THJM2.5-SDS3 THJU26, THJU26-W .Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16"to 3- 18 ITS series hangers Top Flange hangers available invadths ranging from 1-9116" to 3- 0 16 TSBR2-24 Truss Spacer -Restraint 1/2' and heights ranging from 2.718" to 19-IM!' Concealed flange 518" and heights ranging from 9-118" to I6'. �' Q C N 17 VPA2, VPA25 VPA3, VPA35, VPA4 Variable- Pitch Connectors version (HUC) available for all models having width equal in or 19 JB series hangers Tap flange hangers available invddth of 1-9116" and heights ICU O 18 VTGR - ValleyTruss Clip greaterthan 2-9f16"- ranging from 5-316" to 7.1/4", 10 HUCQ1.81/9 SSQS, HUCQ1:81111-SDS; HUCO210-2-SDS HUCQ210.3 SDS, HUCQ310- Face -mount hangers 20 J8A'series hangers Top flange hangers available in width of 1 91f6' and heights 0 � Y SDS, HUCQ410-SDS, HUCQ412 SDS, HUC45 2519-SDS, HUQQ5.25/11-$D8HUCQBid- ranging from 9-3116" to 13118". +.+ SDS, HUCO512 SDS N 'C C Q Q 0 M r V N � a 3: C 0 3 > .- M C 0 0 ~ C � L >>a °W _ Simpson Strong Tie 2020 FB.0 Approved Products Updated 12/30/202-0 p E`er _ Simpson Strang Tie 2024 FB.0 Approved Products Updated 121301202© P � _ Products Simpson Strong -Tie 2020 FBC Approved: Products Updated 12f30/2020 P _ � Simpson Strong Tie 2020 FBC Approved Products Updated 12/30/2020 P For d'ireet Inks to: ell SST approvals listed :belaw;_CLICK HERE. For direct links to. all SST approvals listed-belovt,. CLICK HERE. MM For direct lnksto all $ST approvals listed bel..ow,, CLICK HERE: For direct Inkstoell SST approvals listed below,. CLICK HERE. For additional Information m bon regarding Floridas:Statewide Product Approval System and MAcceptance ru-Dada County Notice of(N.OA},CDCK EFor information regarding Florida'sHdas�hatawide Product APP anal $.Yst.a.m d Man -Dade County Notice AcrePrants(O..Ay,CJ H. For ' additional information regarding FlondasStatewide Product System endMom--Gaon{ Notice of Aces l.ance{N..a.A}.C_ K Hi For additmnal information ra9a..r.d.or Flondas Statewide Product Approval System d Mone-Dad.e. DoanIYNotice of Acceptance {N.OA) _I 21 LB series hangers Top flan gehangersavailab le;inwidth of1-9116"and heghis FL#11468-115 15 S/LBY156,S1LBY181,91LBV2,06.S1LBV2.37,S/LBV2.56,SILBV2,68,SJLBV31Z Top Flange Joist Hangers S SET-XP Adhesive :Anchorforconcrete ranging from 5-3t8'to 15-1I8"- SILBV3 56, S1LBV3 62, S1LBV406, S/LBV4.12, SILBV4.28, S1LBV4 75; S71_9V550 6 Strong-Bo11:2 (STB2, STB24SS, ST1324SS) Strong-BoR 2 WedgeAnchorforconcrete available in carbon 22 LBAZ series hangers Top flange hangers available In width of 1-9116' and heights Sea # Product Model. Nye} bar.2r Name Product Descri tp ion 19 S1LTT24 S1QTT2Z, SIHTTI41 HTT4, HTT5 Holdowns steel and Types 304;and 310 stainless steel ranging from9-3Ji6" ti 13-1/8": 1 HHUS210 3, HHUS210-4 Joist Hanger 20 SIMST60, 8/MST72 Straps 118 mil 00 ga) 7 Titen HD (THD-H THD-HMG, THD H4SS, THD-HfiSS, THD-CS, THD-CSB,SS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangersavailable in wMdths ranging from 3-114"to 6- 2 HR56, HRSB HRS12 Strap Ties 21 SP4 SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 318 7J6 and heights ranging from 9" to 33-112', 3 HUCQ210-2-SDS, HUCC1210-3,SDS, HUCQ310-8DS Joist Hanger 22 SSP; DSP, TSP Stud PlateTies 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, THGBHZ, THGBH3. THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 Stainless steel 718" and heights ranging. from 9" to 32-1/2'. 5 THG02-SOS3, THG03-8DS4;5 THGQH2=8D83, THGQH3-SDS4:5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for -concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-911,610 5- 6 THGW3-3 THGW3-4, THGW4-3, THGW4.4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THDW212RH, Titan HD Threaded Rod Hanger for concrete 1t8' and heights ranging from 9-114"to 24", TH050234RH, THD10212RH)" 25 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of'! 9116" and heights 10 Wedge All (WA) Wedge -All Anchor for masonry ranging from 3-318'to 71118", FL#11473-R5 FL#13904-RS 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model Number or Name Product Descriotion Sea # Product Model, Nunn bet orName Product Description FL#1.6230-R8 IIB' and heights ranging 9--114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62 SDSHDG, CCQM4.e2 SDSHDG, CCQM5.50 SDSHiDG, CCTQM3 62-SDSG; Masonry Pier Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG C07QM5.50 SDSG, CCCQM3.62SD8G, CCCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3. HIS,. HISS, Hie-Z H16-2S Hurricane Tie CCCQM550.SDSG 1 AT-XP AT-XP HighStrength Acrylic Adhesive for concrete or masonry: FL#I OWO-R8 4 HEfAl2, HETA16, HETA20, HETA24, HE-FA40 Embedded Truss Anchor 2 ECCLQM3 62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12 HETAL1e HETAL20 Embedded Truss Anchor ECCLLQMD4.32G-KT, ECCLLQMD5,60G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET XP High Strength Epoxy Adhesive for masonry Sea # Product Model, Number or Name Product Description 6 HGAMID, HMO Masonry retrofit connectors KT, ECCLRQMD55OG-KT 60, 4 Strong-86t2 (STB2) atrorig-BoIt2VVedgeAnchorfor masonry #^^�11 W 1 2 AAABA44R, ABA48, AABAA46R ABA66, SA 6R ABU44 ABU44R ABU46 ABU4BR ABU5.5, ABUS-6 ABU65 ABU66 ABU66R. ABU88 Adjustable Post Base Adjustable Post Base 7 8 HHETA96 HHET'A-20- HHETA24 HHETA40 LGT2 LGT3 SDS2,5 LGT4SD53 Heavy Embedded Truss Ancor GirdorTiedav�m 3 4 HGUM5.25 HGUM5.50, HGUM7 HUM7.25, HGU 9.00 _ LGUM26 2 LGUM26 3 LGUM26.4 LGUM28.2 LGUM26-3. LGUM28 4 LGUM2102 Heavy Masonry-Hatigers Masonry Beam Hangers 5 6 Titen2 (rN2) D- Titan HD ND•H4S5, THD H6SS, TH GS6S5 Titan 2SerewAnchorfor Concrete v ., Titan Has Du Screw Anchor for concrete available In304 ABU88R, ABUIDIG, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUIvf46, LGUM48, LGUM410 or 318 stainless steel with hex head, and316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABVV66Z,-ABW66RZ, ABW7-7 AC4, AC4R, ACE4, ACB, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12 META16, META18, META20, META24, MFTA40 MSTAM24, M8TAM3B MSTGM40, MSTCMBO Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25; MBHA3.12/11.25, MBHA156f7.25, MBHA3.5619.25, MBHA3 56111.25, M13HA3.56111.88, MBHA3.56114, MBHA3.56116, MBHA3.50h8; MBHA5;60ZT.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry z iU) 5 6C4„BC46, BC4R, SOS, BC6R, BOB, BCS2-2/4, BCS2-3/e Post Cap 12 MTSM16, MTSM20, HTSM16, HTSMI20 Twist Strap for Masonry M13HA550/9 25, MBHA5,50111.25, MSHA550/11.88, MBHA5.50/14, MBHA5.50116, 6 Ce44, CB46 CB48:1 0668, CR68 Embedded Column Base, MBHA550118 7 CBSQ44-SDS2 'CBSQ46-SDS2', CBSQ66-:SDS2, CBS086-SD82, CEIS088-S052 Embedded Column Base 6 MBHU3.5619.25 MBHU3.56/11 25, MBHU3 56111.88 MEHU3.5V14 MBH USZ6116 Masonry Beam Bangers FL*f6937-R3 8 CC, ECC ECCU Series Bolted column caps with W1 ranging from 3-114"to 9-112" and FL#1149G-R5 MBHU3.56J18, MBHU55019.25 MBHU5r50111.25, MBH1-1550/1'1 88; MBHU550/14, > W2 ranging from 3-518 to7-1&1 MBHU550/16, MBHU550118 Sea # Product Model: Number or Name ProductDescnption cz O 9 CCQ•SDS2.5; ECCQSDS2s5 Sores Screwed column caps with W1 ranging from 3.1/4" to 9.1/2" and Sea # Product Model. Number or Name Product Description 1 X34191016-5K, X1S1016, X1 B1016-4K, XQ1S1018, XQ1$1016-4K #10-16 Strong-Drve.XMetal Seff-Drilling; Tapping Screws with 93 L� W2 ranging from 3-518' to7-112" 1 DTT1Z DeckTansionTle Drill Point /1 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Hokfowns FL#13975-R6 2 XL0114T1224, XLQ114B1224-2K 412-24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping 11 12 EPB44A, EPS44, EPB46, EP666 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B; HD5B, HD75, HDOB HTT4, HTT5, HTT5-314 Bolted Holdowns Tension Ties Sod # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224 2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strang DnveXM Medium -Head Metal Self -Drilling, O 13 LC644, Lee66 Embedded Column Base S LTT19, LTT2OB:LT1131 r' LlghtTension Ties 1 SDW2230O, SDW22338, SDW2243$,.SDW22458, SDW22500, SDW22600, SDW22638,. _ - 5trone 6rive SDW EUVP PLYandTRUSSPLY Sorewa Ta in Sorewswrth #6 Drill Point MediumDta alai Hex pp 9. n m 14 LPC4Z, LPCGZ Light Post Cap, SDW22634 4 X011431224, XQ114131224-2.5K X114SI224, XQ112S1224 XQ112BI224-2K #12-24 Strong-DriveiX Metal Self -Drilling, Tapping Screws with #G '-HJ 15 MP1344Z, MPB66Z, MPB88Z Moment Post Base: 2 SOWC15450. SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PiB44, PB44R, PB46, P666, P866R Embedded Post Base FL#i3628-R5 3 SDWH1930006, SDWH1940OD6, SDWH19600DB, SDWH198OODB, SDWH791004D8 Strong-DriveSDWH TIMBER-HEXScrew 5 XU34S1016 XU34131016-6K #10-16 Strong Drive XU Metal Self -Drilling, Tapping Screws wth 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH274000, SDWH27600G SDWH27800G, SDWH2710OOG, SDWH271200G Strong -Drive SOWH TIMBER -HEX HDG Screw #1. Drill Point 18 19 PBV6, PBV10 PC44-18, P046-10, PC48-16: PC6416, PCB&16, EPC44-16. EPC4&16, EPC48=16,, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB518x24, SB718z24 S91x30. Product Description :SB.Anchor Baits : 5 6 SDWS16212, SDWS16300, SDWS16312 SDWS16400 SDWS19600,SDWS19712,,SDWS2240D,SDWS225O0,SDWS22512, SDWS22600, Strong -Drive SDWS FRAMING Screw Strong-DriveSDWSTiMBER Screw(interiorGrade) O EPC84-16, EPC66 1'$ 2 SSTBIG, SSTB20 :SSTB24, 8S1'628, SSTB34, SSTB36, SST816L SST620L, SSTB24LI SSTB Anchor Botts SDW522SO0, SCWS22900 SDWS221000 SOWS221100, SDWS221200; SDWS221500' FL#35320-RO L PC4Z„ PC4RZ, PC62, PCBRZ; PCSZ, PCBRZ EPC4Z; EPCBRZ; EPC6Z, EPCBRZ. EPCBZi .Post Ca p SSTB28L 7 SDllVS22300D6 SDWS22400DB; Sf7W522500DB: SDWS22600D6 SDVl1S22800DB; strong -Drive Stroh -Drive SDUVSTIMBER Screw EKteriorGraile EPCBRZ SDWS22100ODB Sea # Product Model Number or Name Product Description 21 PPB44-4Z PPB44.-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB- Outdoor Accents Structural Wood Screen 1 D8SCB43.5; DSSCB46, DSSCB46, DSHS Bypass Framing Drift Strut Connector ^, 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS", SDWS27404SS, SDWS2750OSS, SDWS2760OSS SDWS2780OSS, Strong -Drive SDWS:TIMBER SS Screw 2 FC843 5 FC845.5, FC847.5 FCB49.5, FCB411.5 Bypass Framing Fused -Clip Connector 'W SDWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD3491016, FPHS034131016-5K. FPHSD34S1214, 410-16 and #12-14 Strong -Drive FPHSD:Framing#o-CPS-Self- Sect Product Modal, Numberor Name Product Description 10 SDWV13400 Strong-DriveSDWV SOLE-TG-RIM Screw FPHSD3481214, FPHSfD34B1214-5K Drilling, Tapping Screws ICU FL010866-R5 1 CMST12, CMST14, CMSTCI6, CS14 CS16, CS18, CS20, CS22` Called Straps 11 STN22 Outdoor Accents,Har-Head Washer 4 LSFC2 25, LSFC4 25, LSFC6 25, SFC225 SFC4:25 SFC625 Steel Framing Connector U M;, 2 HRS6, HRS8, HRS12 FHA6,. FHA9, FHAl2, FHA18,. FHA24. FHA30 MST126 MSTl36, :Straps 97 mil (12.ga) 5 LSSC4 25, LSSC6.25 SSC2.25, SSC4r25;.SSC6.25, MSSC225 MSSC4"25 MSSC6;25 Steel Stud Connectors W Sea # Product Model, Number or Name Product Description MSTI48 MST160, MST172, SiMST27, S1MST37 S1MST46 MSSC4.25KW, M5SC6 25KW 1 FJA, FSA Foundation Anchor: 3 HTS16, HTS20, HTS24, HTS28, HTS30,-HT830C: Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKW5.5, RCKW7 5 RCKW3S, RCKW5:5S Rigid Knee Wall Connector " 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA39, LST14g, LST173, MSTA9, MSTA12, MSTA15, MSTA18; MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SC645.5, SCS47.5, SCB49.5, SC6411.5, MSC645 a", MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-8, GH46-8, GH4&6, GH48-8, GH410-6, GH410-8 GH66.6; GH66-8, GH68.6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA1$, LSTA21, LSTA24, ST292, sT2122; ST2115,. ST2215 - Straps 33 mil (20 ga) se # �_g Product Model, Number Product Description 8 SCS32-5197 SOS62-5/97 SC562-51118, SCS82-51118 Bypass Framin Connector MMO 8, GH610-6, GH610-8 - 6 LSU81,43 25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS ISS5, AS 18SO 16 getTruss Plates 9 SCW3 25 SCW5:5 Head -of -Wall Slide -Clip Connector 4 GLBSA., GLB513, GLB5G, GLB5D, GLB7A, GLB7B, GLBTC, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OH5 20 ga, High Strength Truss Plate 10 SJC8.24, SJC1O.25, MSJC8:25. MSJC10.25 $beef Joist Connectors L� 5 GLST512, GBLT612, GLBT518, GBLT616, GLBT520, GBLT820 Giulam Roaring Plate 8 LTS12, LTS16, LTS113LTS20 Light Twist Straps 3 AS20 20 ga. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector O CIO 8 HGLBA, HGLBB, HGLBG: HGLBD Heavy Glularn Bearing Place 9 MSTA30 MSTA36; ST6215, ST6224. $T9; ST12, Sf18 ST22, MSTC28, MSTG40 MSTG52 Straps 54 mil (16 ga) 4 ASHR" Hinge Plata Connector 1 2 XLSH346144 B' 4' 1 , XLSH78 149 #141 Stre Q' LS Shouldered 4 .rig rive X H hou d d Tapping 7 HGT-2, HGT.3, HGT•4 Heavy GirderTiedow"rn 10 MSTC68 MSTC7$; ST8236 Straps 68 mil (14 ga) Screws Lj_i 8 UFP10-5D53 . Universal Foundation Plate 11 MTS12, M7S16, MTS18 MTS20. MTS30; MTS24C, MT6300 :Medium TwastStraps: 13 XQ101016 X0181016 4K; XQ15121.4; XQ121214 3 SK, XQ78S1224, X07881224 3K, 910 16, 41214, and 412 24 Strong Drina X Metal Self Drilling.;: 9 URFP Universal Retrofit Foundation Plate 12 S/B1,56,SIB1;81,&B2.06,S1B237,SIBZ56,-51B2:66,S1B3A2;'IWZ6;5/8362,S1B4.06; Top Flange.JoistHangers FL#15730-R4 X0114S1224XQ11491224-25KX4112S1224,XQ112e1224-2KX341310165K;, X1S1016,X181016,4K,X1S1214,X161214.3:5K Tapping Screws Q ^1 13 SB4.12,WB4.26,-S/B4.75,5/B550 S/BAZ12M, S1BA2.12110, SBA2.12212; SBA2:12114, SrBA4.18/8, SIBA4.18110, Top Flange Joist Hangers Seg # Product Model, Number or Name Product Description W z S1BA4:1 afI2, S/BA4.18114 1 ET -HP Adhesive Anchor for concrete z 14 S1H1A, HurricaneTie 2 GAC; GDP GDPM-50, GDPM 75, GDPM-100, GDPS GW 50, GW 75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HDi S(HD86„SIHDIOS, S/HD109 S1HD1SS, SiHD158 Hcldpwns' 3 PDPA, PDPA>K,PDPA-MG PDPAT, PDPAT-K, PINW, PINWP PINWP-W; PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SIHDU4, SrHDU6rSIHDU9 SIHQUII Holdowns- PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA PTRHA3,.PTRHA4 J 17 SIJCT, SJHJCT .Joist Hangers 4 SFT 3G Adhesive Anchor for: concrete �- SHEET NO. March 15, 2022 PA 1.2 Flfi� 6P1 NFrONCT A iRm :33175- ?-+ a 3 5-2m : T 315- 'PGT ludWAries.lUt. 'L 4.1 ii 4 iYw rp t f,' a,F. f! a. r �: 4ti' EP'k 1 CGIWIndowsand Doors.-inc. [' i X 1u�, 1 - _.- ' J. Produd CoubrO Unt Supeftipur 1 TOA Zip#, 21-42*05. 3. 14 i i IM-'i 1 :fi.'i4i � u f�;:�.X .Y �;�d t * p x! rf ,dr.!! � a.o i'tl .: �,�4• - ;a 1 t . p.` to . �_ � # �' " k � • • '! � r' p � p=+ a Y r . +I � A � d Ak9 ::la k, 1A lay-.1 - d,�� r1 :' I r• .'� � ! �#d.� 4 iE wi _ #: p I � _t vyy ::" i 4 •��^ �:Y:' '. 6; '" fi t. ,M::Y I Lei-.a:�tll ct # ra"�i , k pk m!:. ' # "" I `-. t. -.p, � i n; #'. ,, ti vt Su•r:':.. #:- - ` M•# � " 4 ! .;r �t '+�- 1 �Y,.r r,a tl ICf9p h ti. � dr II " f 1 F C March 15, 2022 N to O U L N CL 0 .� Cu U - � O O '�^^ 0^` O 0 O W O U_ -0 Cn E0^` 0 W Cu O_ 0L Co -0 .0 Cf) Q Q N p i` O .,y (6 LL a Ga •D O s- Q (a O _m 4 c +r /X� �I N/ N C • to Q Q 0 N U N ti ?� U C Cu 3 w CD Q w cn 0 0 > CL Lk, E fJ Z Cn O Q � U O ^L U m � Q O Lm W z � z Q J a. SHEET NO. PA 1.3. 1 Ll ECO limc. TILLIT TESTING &ENGINEERING COMPANY Pit01Dt1CT F.i',AIsIIATIONREPt3R'1',yy{I. 20.Q728:Di: 2 2.2 TEST REPORTS: ---R-- La a missile Impact d fatigue Large p ct an load tests were perfaiTned under Protocols. TAS .: 201 203 per sect 626 toFlorida s Ion 1_ of e. F Building Code. P u g e Uniform Static loads TT WA R A. TILLIT, : R ill. E.E, NLEB. Llat ae lA 4�}lfi' FL K..➢DC6• .IY as per TAS 202 Protocol. Test reports prepared Hurricane` p p p p ed by'Engineering & Testing, g, Inc., c , Reports # 96-569 dated 08109/1996, #96-570;dated 09I18/1996, 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 04/1611998 and # 2126 dated 10/05/1998 Witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March4, 2009, signed and sealed by Edmundo Largaespada, P.E. andHenryHe a Hatt m,.E. P DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters d signed an sealed by Frank Grate, P.E. PRODUCT SUB -GATE GC1R'(: Storm Panels .3. CTUR N U ALE GINEERING CALCULATIONS: 2 �S.7R- _ . _- C!1 �On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection length based on ratlonai and comparative analysis, and in accordance with LLC, 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., Davie, Florida33314 dated 1103/0 n 1 8 and 03/12/45, signed and sealed by Walter A'Tillit, Jr., P.E. 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: . This is a Product Evaluation Report Issued b Walter A. Tillit, .E. (System Y � Jr.,� (� Large missile impact urrdersectian 1626 of the Florida BuildingCoda as per TAS Protocol. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method 1 D'of tine Florida Department of Business and 4. WIND LQAD$ t ESISTANCE: Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is beingissued an Evaluation Report as described herein n and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15, _P d for compliancef been verified in accordance with the Seventh Edition of the 6,1t3, 25 and 26 of 26 of Product Evaluation Document(P.E.D.), drawing No. Florida Building Code and t verify a o er that e th product is or thepurpose intended 9 f ase ntended Y P P P 0 176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9; 10, 11, at least equivalent to that required by the Code: 14, 15, 17, 18, 15, 20 25 and 26 of 26, of Product Evaluation Document (P:E.11:); drawing Na.20.176. This Product Evaluation Report shall be subject to review and revision in case of a Building Ctxfe change that may affect its limitations and Conditions 5. INSTALLATION: installation shall be performed strict) in accordance with details indicated on Y d 2- EVI!] NCE SUBMITTED sheets 3 thru 7 " 10 thru 20 " ' 0, 23, 24 and 26 of 26, of Product Evaluation Dacumeili. 21 CT EVALUATION DCCUMENT (P.E.D.j PRODUCT (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tiiteco, Ind.; signed and sealed by Waiter A. (P.E.D.), drawing No. 20-176. TIMt, Jr., P.E., dated 07128/2020. This drawing is an integral partloi#IIPrjs' Evaluation Report, R A ).!(C yr' ++t+„i+Y+Irtt1N{t„f P A r!110104 ,Y,,, 10EN�'• SF ``4�. I . d�,. �1CFN� N0. *4167 167 $ *a , Q,r �10P P k� STATE OF FCC OfiyOa t)I ..• 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 /�f"��ISFu �\S3`�l "d'+�,S,A`A� t PRnn 1 T rV E {7.ATIONREPORT N-_JL07073%:OI :j 6. ATERIAL CH - T IST CS N _� ARAC ER I _ �._p SPECIFICATIONS;. Shall be strictly inaccordance with General era) Notes and Components indicated on sheet 1 2 o Product Evaluation and<22 of 26 f d.0 Document P:E.D. , ,l ! ), drawing 14o.20-178. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. T LIMITATIONS AND CONDITIONS OF USE•, 7.1, Shall be strict)Y compliance liance with General Notes No. 1,8 thru 14 indicated P on sheet 1 ofl 26, as well General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of26 of Product Evaluation Document(P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tlliit, Jr., P.E. 7.2. Product may 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. Tillit, Jr., P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719). ++y4}TITS/NIINNJ"�. �r�- �tl✓EN3F' �?' z STATE OF rct- s . ,.yp�,,•,tb�ia , �� !y"nJDINAsn+t+++t WAT'LL CFY TILTECO ADMAN RECORD$ V P. E, REPORT 20 k QL6AA4 PROTEIMON PRODUCTS, LLO Y 20 GAGE GALVANl2E0 8TEEL STORM PANELI DRM * 20.1751 REPORTt# 20-0728,01 /T 1 L ECO iiac TILLIT TESTING 6 ENGINEERING COMPANY LTTr. rR .S P N e{Xri " PRUI311)CT EVALUA1'I01YREPORT I[ FF TA _ .. FLL..A. Ltoms, REPORT 20 07 7. NO ,: 2 02 DATE: July 27, 2020 PRODUCT CATEGORYs Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtectipnMducts. LLC 4800 S.W. 51 Street. Davie, Florida 33314: 1. PURPOSE OF EVALU' Tel ION: This is a Product Evaluation Report issued by Walter A, Tlliit, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01G20-3, 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 BuildingCode n verify 's fo the o e ` ended Floridad tothat the product r purpose intended Code, P P rP atleasf equivalent to that required b the Code. q q Y e 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 2. EV DE , B i NCE DIY MITTE3D: Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.).- Drawing No.20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07I2712020. This drawing is an inte apt+ +o6R is Evaluation Report. ,a$ 6355 N.W. 36th Street, Suite 305, Miami, Florida 331.6E - Phone: (305)<871- -4167 PRQI1U0'1';YSIsi AT10N.REPIIRT:NA. 20-0727A2 2 2.L TEST REPORTS: Large missile impact Io d"tests were performed under SSTD 12-99 standard as r section 609, ofFlorida e o 1 1.2 h Florida.Code. n►form U static loads as per p Section 1709.8.3 per -33, T , pe M E 0 est reports prepared by Amenran Tesbng Lab of South Florida Re rt po # 081 .0 -01 4 1 dated 03/11102 witnessed by William R. Manner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No. 0219.01-a9, 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 & 2013 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 November 23, 2010, signed and sealed by Julio E, Gonzalez, P.E. Tensile test report No. 9CM-198 by Metallurgical, Inc., dated March 13, 2009, signed n sealed E a g and ea ed by Frank Grate, P. s per ASTM E-8 and Tensile Test as per QC Metaflurgical.Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jacipfano, P.E. as per ASTM E-8: 2 3 STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. 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 Tilteco, Inc., dated 12118/10 and 08127/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P:E, & MISSILE IMPACT RESISTANCE;; Large 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 boas indicated on sheets 3, 9, 10, 11, 12 and 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, 1$ thru 16 and 18 of 18 of Product Evaluation Document i D. a .2 ooumen (P,E, , ), drawing Na 0 176. 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-09 Standard. PROIDUC i' T E{7Ar UATIOx RI7,pORT 150 20 D727O2 '3._ 5. INSTALLATION: Installatio n shall be performed strictly i_n_ accordance with defaii "mdieated on sheets h et thru 8 12 t 8 of B of du E s 3 thru 1 1 Product valuation Document (P.E.D.), drawing-1 S No. 7 Minimum separation t lass indicated m p nog shot( be as nd sated on sheets 3, 6, 13, 14, 15,16 and 18 of I S, of Product Evaluation Document (P,E_D.), drawing No. 20-175. 13 ,MATERIAL CFIARACTE121 TICS 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.. LIMITATIONS 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.20-175, prepared byTilteco. Inc. and signed and sealed by Walter& Tlliit, 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 Waiter A. Tillit, Jr., RE, (Florida License No. 44167 -President f eco Inc.(Florida),o Tlft ( da CA 0006719): WATLL D:1 TILTECOADMON RECORDS l GALVANIZED STEEL STORM PANEL O O U) U �N W 2 O O -2--A N C6 U CC3 .- O OO Q = L O ?� O O -F-I LL � _ Ca > cn - O Cn i O N 0 �- E Z Z W J 1 /4, 2/4, 3/4. 4,/4. 5/5, 7/5. GENERAL NOTES: (SCALE 1/2=1") 1W/10, 2W/10, 3w/10. 4W/10, s g CV WIT 80) N USE WALL PRECAST STONE OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE / AD �-1° FOR � Astor �S7@VIDT1i �m StDRV P�ii � EfOSRNO WALL, NJCHORS SHNi 8E TANG ENOUGH 70 RFX%i THE WIN STRUCTURE 8Q1iN0 SUCH PANELS. I C+J ,y L_ 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERInED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) Alai IN 82). 15A961 (TOTAL WIDTH) - - SW/10, SW/11 & 7W/11 •---15.,96' rfOTAL WIOH)- ',, 3' WAX ANCHORS: MR CONCRETE SEE SCHEDULE ON SHEETS 8 ffi 9 Y MAX CJ O i` O ACCORDANCE WITH THE 2Q2O {7D, EDITION) OF THE FLORIDA BINDING CODE {C} rrz mG MIO6D jiml Sx[s1r CRA,fTY G OS6 MIN T, l 12.500' (EFFECTIVE wlDTli)•-----®--- I 1 i 7- MIN. l FOR W000 SEE SECTIONS DU SHEETS To 81 T1 1' MIN. i L Q - 114-{ TAPCON MITE FEN /$ MANUFACTURED PAIRED E LUS NCRORS INC. i _6 if4'- --,. M) _ e) Q' ___.®es-.- `� v CV DESIGN WIND LOADS SMALL BE DEITI MMNED AS PERSECTION1620OF THE ABOVE MEAMONED CODE, 1 0 FOR X WAND SPEED AS RIDRR XO BY 7 !E JUR iiDR WHERE THESE SHUTTERS WU BE DISTAUM AND - f14-10 PANE/AM,1E :EMALE ar AND PANeUMTE PLUS PNGHDRS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, I i-'�" HBO "� FOR A pNECTIOlAll1Y'FtIOiDR Kd.0.85. tlSNG ASCE 7-16 AND SHALL HOT EXCEED THE MAXIMUM (A.S.D.) - iJ4'W LAG SCREWS PER ND.S. f I+ l-vo'-7 13 r`7' I '^' �• t 1.350'�. _ ' j DESIGN F'IASSNE FATNGS ROUTED ON SHEETS 7TNFti1 12. 14, T5, 16, 19 ffi 20. -. 7/160 x 5/8" WOOD BUSFIING, AS Di5)RTBUTEO BY ALL PQtpr"f SCREW, BOLT 6: SPECIALTY CO. �,: I. °�,,, i !`4 OD3b' MAR. 714GK r••-i.36D'---. E IN ORDER TO VERIFY INC A80VE CONOROH ULTIMATE D _ T. f ,_-_ i, -'l,� GM:taMkED STM Q W DESIGN WIND LOADS DETERMINED PER ASCE 7 16 / �T •�•- �� C.1 MINIMUM N W d •. , r •• • « : I + 1 1 n T i f f s.__.._._ THREADED INUE t. NR WOOD CF TAPCON ANCHORS SMALL , 1/2 AND 2 FOR -f1W PAHFJJMTE PLUS r ° 4 - ASTM A -SW T D«M., 21 ,}. ,I +�. r« - mr•.- _--r^`T_ _T_..r-__f_�._.l.-.,' _� /._._,r._.y.^--�'..`i_"-'_-'_ _y`_!._-_T_.-1_:. �_.®-......_t 1 , �/ $HALL FAST REDUCED 10 A&0 DESIGN WIND LOURS 8/ MUL7°'LYING THEM BY (L6 9N ORDER TO AND PANELWLE FEMALE ID. / t AW6` f,Wl. TIJICIL RffMMED.. ( v I JADE S° iifMMED...k' i Y 1i /a - COMPARE THESE W/ MAX, (AS.0) DESIGN PRESSURE RATINGS N61U1TD ON SHEETS 7 HRU 12. 14, 75, 16, 14 ffi 24. II y 2.Bs7" GALVAMiED STEEL EDGi ` / j�f ,G'. y - z. f G-W GALv. p}DE ` r! 4 3: ; 4�+�, 6 I f �• O L IN TO VERIFY 7}NT ANCHORS ON THIS P,E.D. A5 TESTED WERE NOT OVER SIAESSffi. A 33A INCREASE N AII:OWAW_E C.2) NNaMUN THREADED PENETRATION OF LAC SCREW. INTO THE W000 FRAME UNIT SHALL 8E i 1/2'. ND THREADED j' 2.000 ,2'F' ,.-jlflAMm TAP. PENETRATON INTO STUCCO SHALL BE CONSIDERED AS PART P' THE REWIRED TJREADO, PENETRATION_ 2.OW � t TYP UPAW 50 LmW1RWIN1 DETAI. �I ' \\ DETXIL AL.i I STRESS FOR WIND LOADS WAS WM USED N THEIR ANALYSIS. FASTENERS SPACNG TO WOOD HAS BEEN OETERMNE0 IN `7' EDGE O-a0 QMV. ACCORDANCE WATT N.O.S. 2018. G:3) MINIMUM EDGE DISTANCE OF LAC SCR£NS: INTO WOOD SKI BE. AS INDICATED IN THIS DRAWING 1.JATAIL A , 48Z ' --------------------- W. -R 48Ar I - L---- L_____.I - ---1 __ N STORM PANEL'S iOEQUACY FOR ACT AND WINO RESISTANCE NN SEEN VERIFIED IN ACCORDANCE WITH SECTION 1620 OF - - ... T !✓ Y THE AWOT MENTIONED LGWE ASR HUS #203 ENGINEERING & TOTOC INC, REPORTS 96-609, 96-570 ffi 96-T3O AND G.4) MNOUM PTUCCIDiTCO T. WOOD MINIMUM SHALL BE SWIT NO I CC BCREYRS USED SHut 8E 1 1!2' LONG MIPNiMUM µ MM-._ _ B•2 r.. - 4 FENESTRATION TESTING, LAB. INC., REPORTS /3032 ffi 112126 . AS PROTOCOLS TAS-tot, TAS-202.AND TAS-207.. SNt'WLO 5TUCO0 E%YST, AND t' MINIMUM FOR NCALY;S WITH NO STUCCO. A♦ A�� �L� J VJ (D W AS WELL S NDARDS. TEST t/LB OF SOUP FLORIDA REPORT /0219.07-09, AS PER TAS 'dDl, TAS 202 AND O $TQRt,i PANEL Q END STORM PANEL I j - TAS 203 STANDARDS. 4:5) W CASE THAT PRECAST STONEOR ENOUGH CONCRETE PANELS. STRUCTURE OR WOW BOARDS BE :WHO ON HE EXSTNC A i A ^` WALL, ANCHORS SHALL S LONG ENWCMI TO REACH THE MAIN SIRUCNRE BEHIND SUCH PANELS. e--2.187-u-, F I VJ 2. ALL ALUMINUM SHEET IGNSMETA TO BE AT CLOSURES 76 RES Dal TEMPER. (UNLE55 OTHERWISE NGTEO), SEE SHEET z. ANCHORAGE SWILL As MENTIONED 1N c.1). c.z) k c.4) 30. ( _ - -- ! 7 1 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 310E-H14 ALLOY. -- - Q (0) ANCHORS aHM1 NSTMIED FOLLOWING ALL OF THE RECOMAENEMTIONS AND SPECSICAlI1NS OF HE ANCHOR'S MANUFACTURER. `wv_ ,25D' -_.-- 2.167'-�[ I - _ - - - - - - - - - - - - - - - - --- A. ALL GSTCCLALVANIZED SHEET METAL. PANELS SHALL HAVE AI (AFTER R. LLO), STEET. ASnA M653 GRADE 50 MINTMtAI, G-60 PAJyE7.Y END J,E �., R A_ { .125' %4"# ON, t 4Yo ,125' < btl .Tao' --, .750'77MM ��-tT l i -- . .. BOLTED PANELS W/ 1/4a-z{rA1` .� GMVANI2ED STEEL DESIGNATION W FYI 58.5 kti .AFTER ROUEp: 8. PANELS MAY ALSO BE INSTALLED HORRZONTAdLY FOLLOWING INSTALLATION DETAILS SHOW ON SECTION 3 THROUGH 10 (SIiET3 4 W NEAMfEO &NJE°` ''� .too* 1'2, ,aWa' { _,.. - 1.125' [ .�... WW SEtE4 j 75O' UNBOLTED PANELS I ./��• r S. N:S. BOLT W 7 z 3l32" �A ! { ) "OUCH 9) EXCEPT THAT HEADERS A sHAu. NOT BE Mo. / i g : L _ ss. solo- RWflEc ss, soar l`. _ . / +' 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR WE ASS SERIES. DR CORROSION RCSSTANT COATED CARBON STEEL AS PER :R.p,OAy" ;_..l Tp N/GLE ! 10 .VHmE ! ' W9NGNUfS 9 FA. OVERLAP Q L) t�S -.•..gg. (SEE SECTIONS AS k I ,2 t Hzc S, O.C. ;` I APPLX:Ailt.Ej. 1/ H L 9. n c.CHED TO THE RESPROPE AN OF AG CONTRACTORHIHTT TO VEL L THE BE ATTACHE OF THE STRUCTURE K OR UTTER Is TO � "'�... ,NX i 1 W ..-. I /r /2^ t ! J' (SEE SECTIONS AS APPUCABLE) c.) DIN 5Q018 W/ 50 1ui YIELD STRENGTH AND � ksi TENSILE 5TpENO7H !R SHALL COMPLY W/ F7.oRIDA BUILDING C0� ATTACHED TO INSURE PROPER ANCHORAGE. TN15 SHUNTER SIWl RVt.Y BE ATTACHED 7O CONCRETE, BLOCK OR YVOOD FRWE "�.r �� �O�• 3,375• � •�3' ZOOM' 1�« I......._ 1.�'. � � (y SECTION 341 .33.4, 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL INN aS 3D4 SERIES STAINLESS STEEL. WITH 36 k.N AGMMUN YIELD BUILDINGS. .D93• 093' .00.3 2.125' l aFsAa T .939• .939' 'v v SIREN H. TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4. AS PER SWoON5 6. 8. 9 & 10 AND ALTERNATIVE'S 8W. 230• --ter I 2.125• ffi A J i (_ _ , f a a Qi Q 9W h IOW ON SHEETS 5; 6 & 12 RESPECDVELY; SHAH HAVE A LEGIW.E AND READILY VISIBLE MARKING 94STRUMM OWNER OR Y'' ' 7 ANCFA?TH5 TO WALL SHALL BE A5 FOLLOWS: TENANT TO SCOURE PANELS WITH APPLOME REWFORCENIENT DURING PERIODS OF HURRICANE WARNING. 1""` `- R G :375 .125" ! r . 3 CU ` (A) TD_.EZcISDC(G POURED CfDVCRETE 1 T. THE INSTALLATION CONTRACTOR IS TO SEAI,/CAULK ALL %AJTtER COMPONENT OCES WHICH REMAIN IN CONTINUOUS. CONTACT WITH E.. ....-I .! FTXt R }..,# E SIR\ S',Mau.��-._..._.__ L.°1.600"--,. 1.Sp0'{ Q.Q i/4'a TAPfx%N ANCHORS AS MANUFACTURED 8Y LT.W. BUILDEIa, INC. (kin. t•c.3792 PsI.) THE BUILLXNG TO PREVENT WNMO/RAIN INTRIJSON. ISOMETRIC V'IEWW DETi�L .-A L-24W"� '" {v _�„ t w _ 1/4• . x 7/8" CXX-INOUD-SE ANCHORS, AS M DISTRIBUTED BY DEWA.T W. (MN. LT & S CtALI r31 p,iq„14J .\:/t -_ ___ _. _ _ _ pp 1!4'/ , 3/4' SOLM-SET ANCHORS, AS DLSTF68UJED BY ALL POINT SCREW. BOLT t SPECMtt CO. 72. STORM PANEL GdTALL.MXNI SWILL COMPLY WITH SPECS INDNU7@IN THIS DRAWING PLUS ANY BINDING AND ZONING REGULATIONS ROUNDED ix1RNER. O ENDS OF RANEL`5 JTAJ. 12 , .- ___ __ _ ,. __ D O G c - _y._..._�__1�! ¢ (MIT. Nc.3oW FROMM BY THE "SDIC°OH WHERE PERW IS APPLIED TO. END LIP W/ HEMMED EDGE. _ f�\ �� - =$ O - /14-10 PANELMATE 4FOAME 10 & PANELWITE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ,3. {i) MATS PROOl/C! EVALUATION DOCUMENT (P.E-0J PREPARED BY THIS ENGINEER S GEN@MC AND GOES NOT PAOVIOE INFORMATION (NTS) • ' "� ® REVERSE WITH ®+ '. . � JOTi l f ¢ U (AWN. T-3350 p...i. 2 h' NEA RER 3 U HEADER 4 ANGLE WITH STUD ANC-#1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1. MIN FOR A SnE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEWATE FROM THE P.E.O. 1 MIN. ,., STUD 3' /4X..._3• MAx � -. WO CF TAP -GNP ANCHORS. AS MANUFACTURED BY TRu-FAST CORPORATION (TV 360D psl) --T VARIES i 1W/1d. 2W/10. 3W/1G, 4W/10. 8 5 ¢ •� Af). 4ANIAIUM E'MBEOMEUT TAPCON ANCHORS IFOD P6{IRLT) CONCRETE 6NA1L. BE 1 3!4°; 2- FOR FANELMATE F4NAME (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or HIS PRODUCT ' f 4SEE °D8'glt4 ;374• b / BKSEb oN. TITS P.E.D FRONDED IffilSHE GOES NOT DEVWTE FROM HE CONDITIONS DETAR.ED ON TINS DOCUMENT, %L I. 4" --., 374• 5W/1o, 6W/11 & 7W/11 > \J r E r O AND PANEWLSE PLUS AND 1 1/4` FOR CF TAP-CRgP ANCHORS. Tm+6ttGE ,088' .OBI" --i .7S0'A+ I ili,i CONSTRUCTION SAFETY AT WE S THE OONTRACTSM'S RESi47NSONtIY. }.._ ..--.... :3SO• , 7"OF PNff1. .,88'rt .188 ''. iO' € _.. :AICFWRS::FOR CONCRETE SEE SCHEDULE ON SHEETS :8 & 9 _ A2} CALK-N k SWD-SET ANCHORS SHALL BE EMBEDDED 7/s' SAID THE POURED CONCRETE NO EMBEDMENT INTO (c) THS PRODUCT EVALUATION DOCUMENT WI.L BE CONSIDE ED WV" IF MODIFIED. ': 1.407't.O63` :. .3M s270'.856` ,840' 11 NrlstJr` •E A t? 1/E' 0-C. FOR WOW SEE SECTIONS ON SHEETS 10 ffi 11 STUCCO SWILL PERMITTED. 1/4" M2D SCREWS USm SHALL: BE 11/2° LONG MINIMUM SHOULD Stucco =. � 1 .625"' 1.811• i 1.�1' ± J ND 1' HNiMINIMUM FOR WALLS W IN NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLWWDA REGISTERED ENGI EER W ARCHITECT WWGN YfNJ BECOME TIEZOO�. WIT WITH WING NUTS. EFOINEER or RECORD (EON.) FOR THE PROJECT AND WHO WILL BE RESPONSBLE FOR THE J - E� L�APROPER USE OF THE P.E:O• iNQNEER W REfDRO, ACTING AS A DELEGAFEO ENGIEER TD THE ! ' A '_ i -.1. 5° ,I .750':TOJiM _ PA��.,-. W#YNATION A31 IN USE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, SHCCO OR WOW BOARDS BE FOUND ON THE P,E.D. F?NGNEER, SHALL SUBMn TO TITS LAT7e7 HE 5tTE SPECa7C oPAWNGS FOR JDF11E'WA EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENt000H TO ;TEACH THE MAIN STRUCTURE BEHIND SUCH EVERY PNJEL 4°YETOAP7L.-� 11 .DBO' `L_. ._....._.._alRE N.TS: PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). (e) INS PED. SHALL BEAR THE DATE AND :ORIGINAL SEAL AND SIGNATURE OF 114E MIOP SSONAL ' 2,W4"•--KEY HOLE WASHER t/4' Mox. W ENGINEER OF RELTN20 THAT PREPARED n< 7 �' 1T /� FLAT p (8) EN "^,c ''- C-''''�' 14 S?UTM MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAiXXi AT STORM i (� 'F' QNwNA( ANGLE Y6.iRr NtT' TRACK LiCLT.1 LILTED i/4' . TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILDEX. INC. -1 _ O6Y 11t3� PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.93 OF FTDROA WILDING CODE ONE LABEL 7/8' CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (MN. T•c.15W P...i.) j G0.78' (Mkr-) '7 �.0°4' WITH MUD (AN O,Ef6AP a1 WHGE VALLEY) SW,U. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY Wlti SECTION 1709.92 OF HE 344`9 - V+,1441N/NR/MpA (+-- i/4'. X 3/4' SXID-SET ANCHORS, A5 pR51Wi9U1FD BY ALL PINT SCREW, BOLT R SPECIALTY CO. FLORIDA BUILDING CODE. GALVANIZED STEMa ..N �. •rJt ,/ _ I {MAN. YP.1800 Fsi) - ♦A �4 ..,.«. !` 114-10 PA FILMATE FEMALE O AND PANELWTE PLUS ANCHORS: AS MANUFACRURED BY ELCO CONSTRUCTION TiEt DRAWNG SHALL ONLY BE USED TO t84±A 9S' tDN° }{q I .,4 PRODUCTS (MN. rc.2071 p.e.i.) AAV,N{LIHHTMN OB1'A1N PERMITS IN THE STATE OF nDiaoA 375'm I .876"a E: 3 � � � • 1/{" i® t �A%kill ii4' ! CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION : a„p��'(E.i; A, TILf:'/y MeiL GAP 11� ,.•.,•.•.•.VT 9 FLORIDA BUILDING LODE NT h Velocity Nurrrcane Zons '" No, 44167 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEUVOE5 AND CF TAP -GRIP ANCHOR. INTO THE CON�REI'E:' VC ( f ;*s a EN •'•.' FLORIDA suliDlNG LOGE : (High va{oG HarFicane Zona BLOCK UNIT SHALT. BE 1 1/4-. - ,,,mo TlaLm Wc. i I * : * Fi.ORIDA BUILDING CODE { N h Veloc _HurYlcGns ton: 3; • L - ' : N0.4 167 20 GAGE GALVANIZED STEEL. STORM PANEL Fa. l @ s STATE Q oxmo 1a3Dca +x n. 0�30 taTEa ° C 20 GAGE GALVANIZED STEEL STORM PANEL vp. W i-_ IB7s 1ED W NG HUT 0 t+ :ALL, WAIN In" N 44167 * = uaw� I 92) GAV IN ffi SOUD-SET ANCHORS SFWl BE EMBEDDED 118" INTO THE CONCRETE BLOCK UNIT. NO EMw�� = GRAIN ,2 13: NICKEL � � iE ...QF•.k + : �� 2O GAGE GALVANR@ STEEL STORM PANEL � � *, x lsll�Nn 9NT0 57DICC6 SNLALl. 8E PERMITTED, 1/4' t-20 SCREWS U5F%T SHALL BE t 1/2" LONG MNNUM 5HW44 Sii}(:co /2i/n �+ EXIST. MCI I" MINIMUM FOR WALLS WITH NO STUCCO. +..m: GLOBAL PROTECTION PRODUCTS. U.C.2AW-..,.,_.. 4f 40-pr176/baAN EQT10N A A- * ; .-_ GLOBAL. N- PRODU - I.i:C. SFAT DF - - i!. Ls C O 1D9a. A..�� Hfi ""} GLOBAL PROTECTION PRODUCTS,.: LLC. wxc �!/� L7•••, F . .'' n a. mNEE :COMPANY: DM,bC R`t335}+`a' .- �'.'. AAA ,::41. '. '..:,N 4N rNC, 4100 S,W. at $TINIER NT_P.� '"rA / i j �. EST C Q w:T S ? o ATE PROTECTN3 0TS D,TE OR DF',.•. - 1„L 70Lwrm Wiw.IaDXfO. n. 11I.s PVE: iIs4NIp-Ta!a FA1ei=44Dt'AI-17n 26 178 w iiy4 / a NFN _ 460D ssc st sRF41' 'rY9^, F ,.. , t.la m .. 4.. , ., 8 2 It7�F i r 4 ALTERHAaNELY. LSE WIND left 1n/ota !�' t� ° 80 n SAr4 2O-17t9 % �4 4k - x.. a,w M .,'sae a arr Ra dC (I64DM I saNa FAR: (954„B. are? 26-17b ,SS%�" a dowtt9 m w aw .P�. AWMINUM ANGLE ! e :' m`aI° .`:w' Bess w PHONE- t964>eeF^7a+e :sa CsaM)Mw naT ms. S Na �i }+S '"' • r 7,y we . w.,ww .W ww.rw .x AA"F N E. ,� aAL7EA A A•.. P.i ae n-'•, FLOMOAMaaT , m za • 717 Wt9rANLEs6 CA-owa714 .a. Au.,r, u, ,� wo.,. aAs _ Dwa: Rt. s7lu STEEL OR /ICKEI F'U11E0 5'1#B.). 'E' 9FN.AMGK,Y,N.ADATE !`ALTER A TINT Fa P.E. ;w a14I 3 o< 3I IIMA aWL7Ot A 1Calf } Pl. W lee SWW 3 N 26 - _ - - - i I EXMTNG POURED CONCRETE OR .'1 --- Won a i CONCRETE SLOCf j -f ! T WAY sm a . REQUIRED. I .>»• i 12 I/r O:C. 1 F31SnNRi PC CONCRETE I COSTING I CIE CONCRETE i la E�iTIiG j CONCRETE Rro IREn. I 1 1 1 I 1 I PO�UR�O.l EA 12 1f R/Y aG � ER W/ S1Rm-' Coe. oR 7 EYm. {SEE SAE mT= ` - CO CRETE ANaroas ' (SEE SCHEDULE. o '' i sis s' da` DnRrxNerE AHara+>�,: -= � ° `L4J c«4 SAL6. a as a THROUGH 9) 516ETS 8 T1N01lGI a) \ SHEETS a THROVO 1 9) - smir s a ROOM a) WALL VOW08 CEILING AUR OM MOUNTING SCALE 3!8••1" SCAIE 3la•}` BUILD OUT JIM ALTIERNME matious Way SCNE 3/8.,' SCALE 3/a.1- a E.D. - EDGE DISTANCE (SEE SGHa h E0ON Wt am. SHEETS I ) j � a � tiOIE FDRtXIWOBNATttIN OF <£O7,ONS; I f I ' stLo a _ ,� °'a i+ UNNIJJN k TOP Ai MOUNTINGS CAN DE ANY T l 1 dA,•N� A, �1W^' •-: VT� COMBINED IN WAY TO SUIT ANY STALLATIN INSrAI.LAT1oN. _. t7'E ANGRIRS GAGS s a "ROMc" a) SCALE 3/a+/" co"Garm ANCHORS SCHEDULE OW 9) REDGON CONCRETE ANCHORS (SE SCmoxE ON '-'-- sws 6 TNRIGUGH a) SCALE 3/8-1 -DPEWNRIG i NEW 1' WIDE x VARIES X 1la• THICK ALUM. TUBE OR 1' x� _-'WOOD "R../ 0/ P.T- WOOD PLATE SPACER r# 1 • NEW 1° WIDE . VARIES x I/$' ALUM. Tun OR t' x 1JARTES 1 ?.T. tE SPACER i BEf9N f. I I 1 CDNGRM (SCE Stmea E ON ' 7 T---1 SHEETS a THROUGH a)7 i aW 3iar p.. 1 :1/2" IA.. CONCRETE BLOCK [`&FM. Gi ti 3' MA.. RONDEO. "IMen MOWN Go RLE 3, DETAJL FOR 'SPAS�41I18ED- AT ME OR BOTTOM TRACKS ADJACENT TO STUCCQ1= BANDS Got. L ' 4• �._� t � P.am I ( o Iuiu 1 i1 J SOA€3/16si' wNaial,A„ -4W.4 �uµpt 1 t:Ase B � LAN) { r z SCAE 31t6-t' j,,.EEE AHW, I Mr , M. tt•AC ' l + a N9�Na4I' , 1. n �y {q:1WMR JM IQCaIb. �� ',�14N i ++MIMM�III4� LAN) D fP N) �{a3-1.E1�8°LLt•-... �e tr... BCJ4E 316=,' 4Y- '6A W�f+A,3e� N. !4.'-- i Was wT Y a' a4 r �, � •• � I, • „n,� S \ 1 is \ \\\`.�\` �4 \\ lib P ism4 ft 'SCALE 3lB.1 p•--tNM. MNs ti,tmJP wrdtm.-= 11'. a '<D t E.D. r � DISTANCE (SEE SCHEDULE ON ! '-� p° ® '��f- F iPLAN) SHEETS ado ID) _ SOME S/T6-1' KQK F-OR�C L +1ION DF-_ FGnONCy: TOP & aOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY GASCALE E F0!"INSTALLATION. ....... 3/16.1- INSTALLATION DETAILS FOR REGULAR EANELSCD A(1_/11� IK9 EXISTINQ POURS CONCRETE OR CON•CRE E BLQCK STRUrJURES _�pp�J P�� ANCHORS,: FOR CONCRETE SEE 5CHEOULE ON SHEETS r- -(N COERETE BLOCK -'"AB �M BLOCK - FOR WOOD SEE SECTIONS ON SHEET 12 3' 1 I 3' Mmc 267' Nux.iS� ! REQUIR€0 g9.i)rE oM REOUIRS CONCRETE ANmro� Rf.WIRfD A �RKNS� ' {MN v+D7UP -1 a1QE wuEl'j a T D' -MI•^-I 4SHOT l sITT ascxjEW c ON D M , `. I i F l 41 { �l I 1y �i Mi iii I@ I I ! ! i .\ R { f II t •tI{ { PIS I s I '! k U wo° A eGIS W/ �euraEc�,-i MAWI � t Ewa : r1 1 R Nat a or "L• H,/4•A-2A1 „ 1 l a Is14Y-mn', i ! , ' s! d i 1 f '. �7s'/s ItaTs W!' , I�ssjayeaTs aT\ i jss eels W7" ' __..__. � . j. ,.I { I `I � f i j � D { i • � 16A7T , •WMaMF3i EKN 'L'_ _..__.._...}} IWYIW NUf pOVGN i._.. ��t - I16+off f : �000"AP. I 1 mEIIAP. +' l ( s loLa+mAP. I a , i 5" i i i_ i i-. A 0. 14 BK"D. W12 3' W. aMI i i � i art i i OF t' - `a�',•3 I , !r Mnx, i.� D.M..(!)m,+l RB Tay12 I' w, { OF , I MAX , OF •. f {,r'f . kNX .`f t VJ j .•; ,f i fiF I ± MNL Y d--.-A+IOH+ 5: FOR CONCIRETE SCHEDULE ON SHEET FOR WOW SEE SE ON SHEET 12 e . i [ E:. i I RI1L/LR STORM ELEVATION Olt i= i , ✓ i SULE 313 /2 r - -.1'1! 4" MAX GAP f , f 2.d7• i 1 4' I r T 4 P 2OX314` 3.3. BOLT I y, ,. � (UK O!F%A:.i WGEXf Xi13EY) ! 7/8`x3 W. "Or s CONCRETE AWCHORS i : �-RT) SCHIMULE W t R AICHDR6 N �wAHANP+STACOER[0 __DOGE SCHEDULE ON ST(SEE 1NDE ONINS9) LY s aT a) PORT _. mRcaE,E OR SECTION A A fq_yR j L-IZZrcan OR `--ZINC 7E W K*QUN D a SCALE 3/32--1 XiL1Y2LA 5332•''v iE7E1a,76T OPUSTJINIQ INSTALLATIM SCALE 3/8.t' SCMLE 3/8.1' SCALE to Ilk. 1 �R : %GEM$ FLORIDA BUILDING COOS HE h Velocity Hit come Tone) mR GtiME..JiS ion 44167 ? 4 2Mn T4TED6; *IQ 20 GAGE GALVANIZED STEEL STORM PANEL DR" Ne ED. EDGE DISTANCE 's * r • (SEE SCHEDULE ON Tao a BOTTOM MOUNTINGS CAN BE �r /► p� GLOBAL PROTEMM PRODUCTS, U.C. SHEET 9) COMBINED IN ANY WAY TO SUIT ANY 11LE C 0 rMc. 400 SW. at $IBM '' t P , 2'° WSTALLATiON. ,, O,N)•• q)D 1ILHT a CallANT txFNE. FL 333,4 �h� F ..•• ` „a Tw. a. aw Ww WRWa a nI14. n mr lAs7C {.54Xaa-7s4s. FAX: (mH)eea-67er 20-178 ryAy� / rtmer , tTRW a.,, ,i,iir. .m ONA00M tw -'ter iRl i1 N � pA#IktRTldar,; PS. � Ra 'w w. a' '..: _ aNEL1 a RN 2d U) ,-, _CD 0 Q 0 V L. C LU Z Z Q J d. SHEET NO. SH 1.0. BEE > 1. 3 t 4 IN SHRT 4 6$Pa�4n • s' as. k 9) 1/4 Mm r y 1' �(� t. �.R M4�A (flB 9 " 1' MALKN 1/4. TNWH WJS » A NUT. C Ajlry4GLtWCCN A. PvkNb4no w, 4- MAIM LW/ Pr4A3/4` as. s>•" a A. a<. EO�WIAINERld4f YIrF *.. FILLED Hoar 3 �•//66 �1IelOM' RWN9 [D R W, -72D P 1 - W/WAf1O! Mif - 1 Jb r SOCIN/s 2 t M It/4N (0063-10 ALL6M1 3 cr. . TOP • e/TwI S.w 4 16. SCALE L/4".1' VNL 021.OICIO AtiIJ� MULLUHR SCNEOULE Max, uwLUa1 REWIRED W. BPAR (N ' TUBE MULLION � 6'-B` m LE-1D" MTpW :i, -72A PA.E S, W- AS p, N • IW TM} VIM M., -T2:M) O ,. PRESSURE RATING SEMN 1 � o sgio 6,D AN is L�r1 SCALE 3/8.1" NOTE: MULLION CAN ALSO BE NSFNUUM W/O STORM PAN" ON 70P OR BOTTOM SO THAT 1T S LOCATED AT TOP OR BOTTOM OF OPID". TOME PANEL OPE M W/ TUBE TOP & BOTOM) owu)=w WOW INUNJAMN - j�A'tt1(� 1 SCALE: 1 4' + 1' / UL 11OUN1TNG INU& I ATN)N .. ammum 2W SCALE: 1/4- 1- NOTES 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO 8•-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (s¢ s SHEET 4) :. I OURED CONCRETE I EQUIRED (OR ySfRA41,M I 1Rn.. / N (SEE BET. 1f14j _ I I SWk�;N�Qii s1/4'M' MAoHw ro 0)W t2 1/2' oc MIMn Q INI 4 I 1 1 a /2 %• � y 0 -1 \\-r, SECTlDN Y-Y SPLiT STORM PAME� MW N SCAE i/A'•*:%""" SCALE 7/6"•1` e �1A(,(, MN)UNTRIG 1NSTAL 09H - ALTERNATIWE 3w ) SCALE: 1/4' "' i• EONCRktf AttrawRs. ( SWEET 14) POURED 1 � j M.•q B HEED (SET:14-)) SHEET WALL MOUNTING INSTALLATION WALL AND FLOOR MIOUNTINo INSTALLATION - SECTION i SCALE: 3/8" - 1"SEGM 2 SCALE: 3/8' - )• STORM NOTES ON LIFE SAFETY PANEL SYSTEM ]RETALIATION 1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FRRST OR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANEL LOCATION N BETWEEN END RAXELS}. UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADLMCEN TO REDULAR PANELS (W/ OR W/O REGULAR TRACKS.) 2. LIFE SAFETY 510R�( PANEL CONSISTS OF MOW OALVANIiED STEEL STORM PANEL AS PER fOMPONENT SWAT 2 OF DRAWING. 11W5 PANEL ALLOWS' ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. A LIFE SAFETY PA REQUIRES TOP TRACK TO BE COMPO#ENTC)4 BOTTOM TRACK TO «\\1\TN BE COMPONPS T?ER SHEET 2 OF THIS DTWWIND. COMPONENTw Y BE INSTALLED WALL 0R FLOOR MWNTED fOLLOMING SECTIONS 1 & 4�,•• 2 ON THIS SHEET, AS WELL AS DETAILS T e, 2 ON SHEET 14, •4j• Yl'.: 5 4, Mi.. LENDTH FOR COMPONENT (I) S 15'. Hex. ANLTiOR SPACING FOR CO14Pt1r1ENTAjANCHORACE AT BOTTOM S t'A+EN ON SCNWULES T 4 2, SHEET 14. COMPONENT MAY BE PERMANENT OR REMDVABLE s ; �.•*, •: 5. SEE DEFIES FOR INSTALLATION INTO WOOD FRANC BUILDINGS ON SHEET 15. �'"iry 0�••. b. SEE SHEET 4 FOR DETAL APPLICABLE TO THE NECESSITY FOR THE wsr&IATION OF +y4 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO SIUCCO/WOOO BANDS, A N FLORIDA BUN.D)NG NG A: FLOOR YOUNnN Q ALL FLOOR NOUNTINO S'eBiJ 11f INSTALIAMIN - ALTERNAI WE 4W INSTALLATIONS - &=MAW 5W (SECTION AT TOP IS UARTIED TO +55---67.0 MAX. SCAM , 1/4' . 1` A.S.O. DESIGN PRESSURE RATM) SCALE T/4 1• ' f I�a 1 f 25.'.tM .IP at., AUA,a2 ��hmbNM6 6YIRm O�Y FLOOR MOUNTING INSTALLAI N - SECTION 4Aw SCA - 1 j4 +• 1' »Eo- - .2�t■R.EW�3R.. W/o REGULAR TRACKS - E - (S1E NOTE 1 BE.1OYf) • USE FAAR1 [i1 m >A 6WALED AS LIFE SAFETY SIfNM PAEL OPEtONG ALWAYS i9€ PROMO® WjAEAR NANOi m €ACE1iATE NS7AWTON B INTENDED TO 8E RNSTAUED DR.FMEMOM'FD FROM ]NUM ELEVATION DF SiRL)CTIAf. 3/32 -1' (4SCALE 1/4" MOD. IMP ReLS{P $ (A7 PNI{l1: sF.l: $ MALTFANA7f lOG1NN 11T� PAM/M)15. SECTION B-8 SCALE 3/32'-1' MAIM UM A.S,D. DESIGN PRESSURE RAT1L (11.RA24L) AND C-DRRES Dt ING MMIMUM LENS L"1"SCHEDULE NwiGf awer .OG oAlMt .t vi 4FA lunta]f ATRIANR A< ,xM ere•7Mnte N nAat 1 .1 IMkNAUM A�� . G Pt. Ibr..PALN�L¢1C1N (3EO �N�N{p� TO I, A.-6 r-M. Lim wa -72A Y-S' OR LESS 2 1/4 UMKM.3ED , 711RU 5 A. 7 4655, -72.0 17'-6" TO V-e M.L. 2 3/4 4NR9LTE0. 1 TBTU 5 W T -Wc4 -72X Pe-.W To 1112' MLNL : 2 t/2' • +� .. 6 - +43.6• -460 12',-4. OR I= 3 f j2" ' o�N B. 9 a %o • MM W/ 1/4'0-Md- SS MS. t WBIOAR M-MONO a MOLOM OF PAM)_ (VAIM ONLY MR PANELS n& QNWALLAMM A5 PER SECIONS 1 T6NI 7. ON Mims A A 91 MAXIMUM AS.O. DESIGN PRESSURE RA 'WOMAN 00RI S #AAGIA FOR EM .' 3 I/2• •• APPLiDMILE� E 9T R6L7ON AM'�L'p1HEM MAK.WM PANEL LENGM i' ({L} TAPONN CF TAP-mr Mx -IN fANAMMA]E FIDDLE D PATNBMATE KM TODOacAETE TO CONCRETE VJXX To CONCRETE13� TO 1000NCR€TE, TO CONCRETE -KAOK TO COCAIETE TO o BLOCK TO CONCRETE , BLOCK M 11/A N/A VA C N/A 4 *• #A %GLOP). 6' 3' N/A KIA 4 4 A. b' 8' B` f (BOTTOM) 4 N/A N/A WA e' NfA 6` N/A C N/A 2 Tra" 6" N/A N/A N/A A. WA S' N/A 5' N/A 2 (BOTIAQ.. N-56.8. -72o B' N/A N/A N/A 6" N/A *" N/A 6' MIA S A 4 (TOP) 7•-y OR LESS ORLESS 6' S' N/A N/A 6• 6' *` 5' 6• *' 3 (WTMQ.. 6' N/A WA N/A or N/A 4 NI/A 6' M/A 7 ) 6' S' N/A. N/A Y B` *` *' *` *• 4 & 7 O1DTW N/A NIA 12 Fla" 'B 1/4`.. 121/2- 6 Ile 6 1/4• 6 :I/{' at/*' iM 1j4• 5 U)'., LEE RNgTS 1a s1f F'OW AM17MeSS.fePE a SANC.m 60R GIS7ALLA9WS MT@ wWo PRME TNJID4O. W WUM ANp{pR SPAgN95 RNa MONDIAL SCAT' p6iNA ATE MpNA1E6 EA4 'ItsKpAE.. FOR EA. LESS DA N WIPAIO) ON SC WC AX REDUCE ANCHOR SPA BY "IIKVM SPACING SALOON ON WQDU E BY TA F'OLLONIN i MAXAS, MR THIS -CPCRADON TO Off:INCOME REOUCID WRONG Offwmm USRIB FACTOR MAIL NOT EE LISS THAN MNAIGM SAACAS ROMATLD FOR OWN ANCHOR TYPE AT ANCHORS LIAM AOM TIRE T/49 ij{'s t/fY 7f41 Tj4'4 L•NX : Q TS.-NIP aNK-N _1/e. tlID•&tT WA ANCHOR WRONG 0.3 3 3.: 3 3 IT/2 3 A•��� Dans4Y da ] a ] ] 3 3 ,R 1]A 1t11 asa411 ENeY LA•3 3 ] ] t/J 3 ,n 3 1/2 AWE ■0. OW CO M IIICWII 1 214C ]. a.1MJ -Lan - 1m A3 - 3 I e SCALE 1. INSTALLATIONS ARE ONLY VALID FOR 8Ufl- NGGS WITH &S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANW9 LENGTH UP TO NOTES 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOVAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STU To' INSTALLATION CIIQ DETAILS FOR REGULAR EXIO Q WOOD PANELSO 51RUCTURES A 11At 11 i IN. ^ 14Y m pLn WNn EEL - s jt 1 tt i 1 .. • EO OR Ed ,� L A1AL ED I 7 I i Lam ) i 1 WOOD ALMNATTWE 1 W ALTERNATIVE 2iY SCALE 3/8.1` SCALE 3/8.1' BEE E W_ }I { - FOR MI. TO . ADON SOVA 01A55. 1 7 aY.3/SY 1 I ) 0 112W ML e IR'/YW(LO, r I � 1 ED !- ! - ED ED L J 710i Nil'§ a Ll "y woma PLANE E� 1 2` ' z/ «•4���/4• u 4 WNn 'Nrii. s• D.� is t 'b. mnO Puff i ✓` � , I I� 3 N' I Pu'IE Li �LAUM&M y, tj44 ua 3Cglw9 W 6 as --1 , • +N • A TIVF 'I �^A1:E 3/B.1` Wool LIE" A SCALE 3/8.1` (��g iw• uA.l.. } ..., n1A..A. ] A,•Nwu ¢(AND ONSFI1IONS NOTE : T. 'NOT`T SHOWN FOR CLARITY r6) L 7 s • . .1 *. ,., L : III + LA I a * 1' i ; LOCATION AT ENO PANEL SODS 4 EVER CNERLA ((1 f Y0. CC 3/8, AWN, CA9E 1) 3• 0. CA$ p) CJ DR B i SEE SEE I �- ONG PANELEND PANS I `+ sclEOlnE saMEOLRE • ` --7`- i2 FOR Mmt..AHCNOR M1-ANCHOR SPAC2N0 SPACING L DETAIL 2 Min ELQQR MOUNTING, IN34_TALLATION (APPLICABLE TO SCHEDULE ') k"MIUM MAXIMUM iAPEH.ICII�< OKAY SYS'TELI ON SHEET A.S.D, DE+sM1GN PRESSURE RATJHQ (, s..)AND CORRESPONDING PA IIJ.ENSTII "LIN �CI'IEDU -- m TIF�L(S 1 g Y WTM•TEn FtNT ),� <� S'TOR1A PA:F]. ,33. MAXIMUM ASA. TNNDN OF W-NA 4ALK N PowpoE T Ow 0 ) WALE PLt15 A Mug TOTO(wj III BLOCKCONCRETE swPRESAI•E m CRETE to xaCxm &crwn CD OF It•M'� MAXNW PANEt MIINGTN i' (R} 6' N/A N/A H/A 8' N/A B' N/A 8" N/A 1 & 2 7' 8. 9' 9" 9" 9' 9' 6" 9' 1 (BOTFDM) 3'-0' OR LfSS d• N/A N/A N/A 6" N/A 6' N/A 8' N/A 1 & 2 (TOP) +55.0 -72.0 9' 5' 8' 6' B' 7 1/2" 9' 9• 9' 9• 1 (BOTTOM) -72.6 B' N/A N/A N/A 6' NjA 6' N/A 6" N/A 1 & 2 (TOP)+554 :T-B` TO B'-8' 9' t4 9• 8" 9" B• $'' -NMWAUM ASA. DESIGN PRESSURE I tiSOO • Sl3' Nan. FMNt TW #ANRi) asG E Oti16 tr 3' WN iOf YRtr d' NULL} APPUCABtk �- SECTIONS COMBINALENDM' OF THEM MAXBAUM PANEL (")IOt1TMD - - +49.2 -61,5- 3' 3" 4 1/2' i 4 1 1. 2 E60TT0M) i-6. OR LESS +52.8 -064 - 3• t 3` 4' 4 2.(BOTTOM) 7'-d' OR LENS +39.0 -72.0. 2 1/2' 2 1/2' -4* 3 1/2' 2 (90TTOM) 7'-B' OR LESS +55.0 -72A 2 1/2" [ 2 1/2• N/A NfA 2 (BCTTON) 7'-6' TO W-.O* +5S.0 -72.4 N/A N/A 3' 3' 2 (BOTTOM) > 7'-8" TO 8'-•8` «weANM ASA ON 1 1!c PAHfL LnME1N Faen] a wetr) TO A "°' 3nvta t3Ec QLSR a63.a.-"a 23/e 1.eRiilm SEE SHEET 15 FOR ANCHORS TW1E A SPACM FOR SGTiY1RE 0f11 ATE WOOD ERNE :ARE C14 BED ON TRY SCHMILEVA00 TOIL VONM LO AMNION S INDICATED AM MINAUM EDGE E ANCHOR ED. LSP 71LW GOICIITD ON SCNEWLE ROAMCE ANQIGR SPAC.O m MW.iALYDH6 SPAY3M3 S1OWN ON 9C14DutE61' THE FOLLOR2NG FACTOS. FOR'THGS OPEKATIQM ro BE POSSIBLE, INDICATE MRL NOT BE LfSS tNAN MSWAN'A 9PACIG O N MICEO ITTK AT ANCHORS NGGTEO F7M LTCN ANCHIOR TYPE AT ANf3ORs LECOO, now 114E 1/4% 1/4e 1/4. Ile. t/r. W�A. N or AP-OmPnORUID PLUS 04" Mo AN N W 6MOG GUN) 3 3 7 3 Y ij2 1.xagMt"6P ' (h} 3 a... 3 3 3 FINIAL � 0.2. 3 3 3 1/2 7 1/2 4 Im1lL m ♦�■ Df96W NNCWIt - ..JAL 3 t CODE (VAUD ONLY FOR PANELS O& AS PER SECT04 I THRU 10, ON SHEETS 4, 5 4. 6) MAXIMUM ANLDIRMS SPACINO FOR E'.D. 3 1/Y •• AEA... OWN TAPWN OF TAP-GRP MAR-N PAFCL:MAIE FEMALE 0 PANEL MATE PLUS SOW .SETAPPLICABLE TO IO Mkwn, PANEL PRESSURE. RA1G& m WIFCREt€ m CONCRETE LUDc+M m CONCRETE 10 CONCRETE eocK ro CONCRETE To CONCRETE ITHDL2C ro CONCRETE ro CONCRETE BLOCK m roncREfE ro CONCRETE BLOCK m co KAETE TO CONCRETE BLOCK NY COMBI A ANY COMBINATION 6 THEM L'NGTH] 1' (n.) 6' N/A N/A N/A 6• N/A b. N/A 8' N/A N/A N/A 1 (TOP) B' 4' N/A N/A B' 8` is. B" 6' B` N/A N/A 1 (BOTTOM) 6' N/A N/A N/A 6` N/A B. N/A b' N/A N/A N/A 2 (TOP) B' N/A N/A M/A 6' N/A 5' N/A 5'1 N/A N/A N/A 2 (BOTTOM) 55.5. -720. B" N/A WA N/A 6" N/A B• N/A I N/A N/A N/A 3 & 4 (TOP) ?7'-5• TO 8'-8" OR liSs 6' 4• N/A N/A 6' d' d' 8` 6' 8• N/A N/A 3 (BOTTOM) 6' N/A N/A NIA 6' N/A 6' N/A B• N/A N/A N/A 7 (TOP) 8" 4" N/A N/A 6' fr 6' 6' b` S" N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2" B. 1/4 42 1/2' 6 1/4" 6 1/4` 6 1/4` 6 1/4' 6 1/4' N/A N/A 5 (TOPJ807`IOM) 50.0, -53.3 N/A N/A 12 1/2' 6 1/4• 12 1/2" 1 6 1/4" 6 t/4" 6 1/4' 6 1/4' 6 1/4` N/A N/A 6 (TOP/BOTTOM) 8'-S" TO 11'-2' 56:0.. -72.0 N/A N/A B 1/4' N/A 6 1/4" N/A 6 1/4 b 1/4" 1 6 1/4' 6 1/4" N/A N/A B (TOP/BOTTOM) 8'-B' TO 11-2". 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' & 9. 10 (TOP) 434 -4&0 +LES6 6' 4" N/A N/A N/A N/A N/A N/A 6` 6 1/4- 6 1/4' 6 (BOTTOM) OR 6' 4" N/A N/A N/A N/A NIA N/A b" B" 6 1/4" 6 1j4' 9 (BOTTOM)OM) 12'-4" OR LESS N/A N/A. N/A N/A N/A NfA N/A N/A 6 1/4" 6 i/4" 6 1/4" b 1/4" 10 (BOTTOM) SEE &FETE i6i if 72 Fl${ ANpIDR3 7131E A: $PAOo1G FTlR GSTAlA1WMS 91LO WOOD F!]V;E 9tSU16O. I ACATOOwu AND' M CH0 OPTAHDE ARE NOK:LTTD OH NHS SCNEWIE. N S EA MESS THAN EI FOLLOWING FA ISREDUCE ERAT R TO 9tG OT LE, RE REDUCED 5SPAC SHOWN ED SING F E BY USING FACTOR THE iO4OMNG FACTORS fGMt 1HR4 PALM MI m DE POSSIBLE, ANCHOR SRtD2I3 ANCHORS SHALL NOT BE I= n" LNMNAH SaAC91O 9bMGTW FOR FJCN ANCHOR TYPE AT A)OitOR4 LEGEND: NCR TM 1/4. t/41 1/4'. 1/40 __1/4, PAM OF W.,w PARMAKIM aCALK-"nNu PLUS 90M6-N7 .MIN.so" ?RMilj. 3 3 3 - 3 2 1/2 3 s4g1T ca1A1NM (k�3 E 3 3 3 3 31/2 n.1AA..N c-.* vI B-0 3 3 S i/2 3 fn 4 3 ,/2 ACRN. LIA Qti■ NOMM F A'0 T D A y tyrp• 2 t. : `. - UTK 3'i.[" 13R - 1A16 3 T12' - - I - L5o Im INSTALLATION DETAILS EQR REGULAR PANELS C 1) A 0 INTO EXISTING WOOD STRUCTURES 1 J' - -��-d`�-r _{,14-10 PAMELMIGE P- LUS 1 10 PNIEXMATE PLUS T4-10 PANEIMATE PLUS TQaA%/aD o:C. w/ T 7/a'`�61�t6/Eat o.C. w/ , 7j6• N61ppt �6 1/4^ oc w/ 1 7/Bn THREADED DUSTING WOm ' `{ EXISTING WOO PAM Nro RE�WIIB'0-' /� OD EXISTING NEA ro `y'i " ' f WOOD HEADER ri ; 2" Iace j I �� N' I ; I. 66 Il 0'G e f REDMmEo-" J; 7 FE@un2Vsa I f , i I I I i SEE 3(NEOULE ON t i WE b ON y BE OIC) ON 70R ra olAss t ! FDA, gM SB6 MIA SOPAR1Tpi FOR 1 SEPARATON To _. -..-. MCI. PANE LEbM , M.N. PANEL LAJOM ax. MPANhL LENGTH 1/4U 2ET 88, (SEE NOTE 1) 1/46-IOKtn SS I (SEE NOTE T) ,/ 1-mn• 5,1. (SEE NOTE 1) Mt, •j7/Ma ] i , M.x W/ 7/4'p F e2EYE4Ytb5'R'p01i.W i - ....�.... ' �jEMOf/W N W=41901.� a...�( - - ; SX i Y QF 'L j OF -0 { OF •L' MAX MAX I 1 t 2Wn d!'P- i i' ! 1 MWi/Ty M / 12 1 oz. 0On. 6 I//4 [YA On. , /2" 1 q MEMO tt E- I 1/ 1 S i 1 L Lt ` LFf 8" D.G W/�T �• 2'A4' WOOF_ TE .J .1 2'x4• woW PLATE L� A, "f /'� 2"A4 WOOD_DATE MN. THREADED REtXOINED - i „ 14-to PAMELWTE PLUS REQUIRED s l ! `7 pEWNiEO Si PENETRATION AT Nr.Mh PEA TM �a • Q}M y i ) 1 II MPAPmn+ OF alai£ " M WO71! OF MATE --roc Lis 5CABN5 -'6' O.C. STAGGERED W/ I I (sN0 Wl 2' t. V H T t 7AT MIC NDIND OF PLATE low SCALE 3/8.1' SCALE 3/ . 1. INSTALLATIONS FOR ALTERNATIVES 8W, 9W & TOW ONLY VAUD FOR HMHIINM BUILDINGS WITH AH.O. DESIGN. LOADS UP TO +43.8, -48.0 P•6.f. At83 PANEL'S LENGTH UP TO 12'-4"\'" •(1 • • y 7- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN N` �! • GENs `'• ;r� PINE No, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, F FLORIDA BUILDING CODE (High Valoc"y Hurrkone Zone NOTE FOR COMRWATIfNN OF SECTIONS : i D. 416 r °0 TMT0C0 "� 20 GAGE GALVANIZED STEEL STORM] PANEL r'' •: * i IAWARI BY: TOP & BOTTOM MOUNTINGS CAN BE s A:, _ 1� " GLOBAL PROTECTI(IN F'RODUCISM LLC. O7/N241'2wa COMBINED IN ANY WAY TO SUIT ANY �! .. I L I C O E I1PC. 1NstAL1ATON, ,Off: AL RID •.yy�yJ Twr a M caw n1 irs'3331 STREETi e. a s7. ,aar wwa n »,r NND.E. (Ae. -7s4s. FAX (96/)Sea-*7P'7 20-176 yy, Ssi Nni..� NN. " wR 1,T-1oa. r. , PRO 47,-f V wmm Nx yNAANA HHIH SFAL/MwNAnHRElaA7E wA41FR1 10 P.E m - 31lEi 12 OI 25 JN$TAI,.LATION DETAILS FOR OPTION J 1 FOR LiFE SAFETY STORM PANEL SYSTEM tAD sRCMa f 4 ae W/ (NIQ EXI5 WOOD STRUCTURES i'o'bR29T1/4/. 'A"Wc NFs ( d a Q e; I � ED L ON d1 i E 1 WOOD1 1 Eo I I 00u6IEADER J/BB tkiG~NU/T f E�Y Sw a 12 1/7 aG 9 i ALTERNATIVE 1 ALTERNATIVE 2 I/5' ARn. 9% 4'ai� LWG161RE DEr 11+,'I I To fat Oc: i 1 I SE11000" TO MASS. :t I f+. EO .�'. ED I)., I ED r I _ ED OR Ed :i ,�j I3 sA0O PL47E kC4�D C I - L'^-. WOW PLATE'' ALTERNATIVE 3 ALTERNATIVE 4 1` �'pL4' `-. 1/4Y uW seREtAs ,F C W/ , t/2` I 1 I i w.. 11GIOMM.D Pga;Ui10N ttR "0MIGtRw/ 11/441i ! BkOS 14--20 PANMINIt FflW£ dt ALTERN TA IVE VyQ,t.,Q FRAME CON_ IT(ONS , y,QR LOCATIfJNS THREADEDPANRMVFE PLUS f 3.0 .C. W 1 1/a• Ham. PENETRLTGY m waoa SCJLf1 3/8' . 1' PLATE NOTE: S MITER TRACK6 .IT SHOWN MR cwM WALL MOUNTING INSTALLATio &HENATiVE 1 W SOME: 3/A' 1" 1.. NSTALL/31Ol i ARE ONLY VALID FOR BWLORIGS W1M ISO. 0Ef R LOADS LP m 45S6, -ILO PN AND PAI£15 LENGTH W 1Tk 6`-b". 2 FOR MEW WOOD FRAME � g00O IAIMBERS m BE SOUTHERN PALE N.. 2, W/ SPEpiTC OE't64TY. OF 033 OR EDWL (U N r- U) 0Cc U L Q O 0 U) C13 O ca N O L- W cu 0 O Co LL O .� Cn U O QD cu �L� M .� ./�0 VJ SHEET NO. SH 1.1 ------------- -ANCHORS (SEE SECTIONS ON SHEETS 17, 16, 19 & 20-----..-._- MAX. 3A/17 iNW/37 WHA 39/17. 411/17..5111/t8. 3' MIN . 17BAW/39. 7AW/1Y s 4AW/20 68M/19. 7OW/19 C WN/W I. a 0 0 o I 0 0 I 3 t S i�JIX i P.YHFl 90TTOM, lXXe46 � ! � 1 I "i 1 tI� .••1 MAX LOIWUP.� ' .-M+q MR R tell I& MO 3A/17, 4Af1T, SA//1A 3•/1T, 49/1i, 8•/1NL 3 MIN. IAW/19. 7AW/19 & 6AW/20 r�ut,sppra 68W/19, T9R/39 t 11811120 1' MIN.1 -..-----...-----.-----ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)--.- OPTION #2 FOR LIFE SAFETYSTORM SCALE 3/16•-1- PANELCD ELEVATI©N 1/4• MKK BW • i t * . • IL 0 I1.. ate... is 11MMIXI Am ..A ►.. t ft._ . .. e ! __. MAXIMUM A.S.D. Max. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION PANEL RATING (P:e.0 (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 81-8- 2 3/4- UNBOLTED WALL, MOUNTING NVAt i ION WALL MOUNTII A RE o uA=IN SCALE 3/8--1- SCALE W1111, 1. INSTALLATIONS ARE ONLY %" FOR BUILDINGS WITH AM. MKAN LOADS tM TO 435S. -710 P5F AND, PAffL'S MUTH UP TO W-!•. 2. FOR HEW WOOD FRAME tXAffif 1CRmKN: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. WJ SPECIFIC UK" OF OSS OR IXJ M_ --1.350- .-1.3taD•� -`' OALIIAMZEQ STF21 2.OP0- y' TYP. \ AStM A-653 ORA060 NBUMUM EDGE 0-60 SMV.V. Q) ZMRM PANEL ..a PANEL'S END LIP - W/ HEMMED ISOMETRIC VIEW DETAIL A RWNDED CORNER O ENDS OF PANEL'S END UP W/ HEMMED EWE. (N.T.S) II S (2) 3"W(Max.) ALUM. ANGLE r �}I -750" " (TyP•) I LI--,7s0•-- Q IMP m 11' LONG 6053-75 Alum. ALLOY DETAIL .,23• I t" 2 000' 60, M.J TRACK D "h" TWK 1' .2 S13", N Nt 3.750' i I PANER 1 E 4 WIDE . 6061-T8 Alurn, ALLOY PANEL LENGTH (SEE SCHEDULE) TmwN O e' O.0 iAAOLTIONADED NOAT' WOOD ALS. WJ NUT g � D "U" TRACK 123• Z.GDO. .725 2 d"Wax.) ALUM. ANGLE INSTALLATIONINSIALLATION DETAILS FOR OPTION #2 F R LIB AS FETY SlOft. PANEL SYSTEM iINTO EXISTING POURED UNCRETE OR CONCREJE BLOCK 51RUCTURES 1�'4" TAPCCN MONWR,T 44' TAPCON ANCHORS 1}4^ TAPCON ANCHORS t 4" 7APCOPi ANO CR$ (O 9' n.C.. _.r'_"' O 9' O.a B' D.C, t1, n.C. �xcRE1E w 8 k RE'Q18RC0 BLOCK 1/4F�-[,1 l j tj OR BLOCK c En 1/4' E.D.a i i o COW. M. smaMnNtl m i ! 1 m f tl 1 la.APON m a w> ro ! I r, ,Aaa _c o ass 1 aes a.w em LI€€t ill , i D{ EXIS7wCG..y wn lq EXkiR�-.J sm tq ` ; � � ear tq . r GLASS � Y gig{ I r a ).:_ �'Y Y--- ;, 1 f4.-ffi . �- Je _ r- s � � F ; - �1�r.... � td _ . �� r r� _ � 4 a• � St � aft1 1 I 1 E.' lY E.o r i { i.0.• r I I -9JFarx3fa3YJ4ss: Msa.w. / 1fT• 1Zf3t2e'6.s NSwJ 9LtnNUT WASHER T/a:6 WING NUT WASHER i \ _ �� , �7J ro . 3/32' WING NUT 'T \, 7/6-0 r 3/32• WIAIG i �t. O 12 t/2. O.C. (BEYOND)L� AfAAiiR O 12 1J2- Q.C. t ( L NUT YM5i#R. 4Bk+G) �. }J4 TAPCCN ANCf10R3 I 4 t i 4 TAPCON ANCHORS W 7/4' TAPCON 1J2" O.C. 4 �4 PCµ i �A 1/2" O.C. 9v"�oat%l0� (SrAG1ERiA W/ SLID) (STAGGERED W/ SFID) s 0 4 Ilr O.C. L_,,,,,,$OIURFA CONCRETE !._._..,SOURED CONCRETE i.._.....P.OUND) CONCRETE 1,..._SOUREO CONCRETE OR CONCRETE &OCK OR V CNCCRETE BL. OR COCRETE BLOCK iM CONCRETE F#.00K. WALL j nNG NMI I,ATION WAI L WOUtWNG INMLt ATION W��, itou NGREOUIRED INSTALLATION WALL t MOU"bill teal l AM ,� 2 ON 3,�L SECTION 3B REGULAR PANEL O t Cerrry PAN - _IdEE EEL _CAM SCALE 3/8"-1- SCALE 3/e--1- SCALE 318--1- SCALE 318'-1" WOWVI1N1N11firij oa�� �ry��'JGEN$�FLORIDA BUILDING CODE tii h Ve20eR Hurricane Zone No. 41 "am TXtxo. FIC :*.? 20 CAGE GALVANIZED STEEL STORY PANEL FP• _ DRUM NY, ST TE Q A cs "'� GLOBAL PROTECTI! PRODUC35. LLC. °J4 48M &W. St STREET �'+. lC•.,• • ••"• - sue. xr. R 11r. Ad. WFwI m,eas. n Taws t+ K984)1Im-rsNa rAc C+s47eao-87» 20-176 AA $$! NID ...,Plq�-m..N. o�oaa, .. ..Nn„ NWN tNl{rL',C, 4FA,f;FOWr7ME/aAlE CM4,m4779 sa-P tlY MKMIO N..s IwA1ON.AA J,:. .E r aser.t . .. .. sMu, 1r oN TB SEE &OAT 1e Y 20 FOR ANkCHOM 1YlE a NNIXOR ME _ V4's ' sPALtnG FtIR NSTALLATIDNS MO Wa60 Ifs_ NN,IOIP Ww9N9 � 3 TAUNTS eIRC6Ym. IOBYINiI AtIWOR SPAC9N05 AND IMa1Alu EDGE DISTANCE NME yNacArlo ON TNB •NaPsasDKNa, eawxr W) S 9aiBIRE TON' ED..1f95 THAN IHOk'A7E0 ON aalEDPaiL AEMIC£ ANCHOR sa�csla B! WAIIM,Y9iG SPACING SIgXH ON sCMNNJIE 140.1Re1 C -rb 9NaA.1N1) 3 ND7196IL0. DD9E DIIE9100 NDFOIt ertHE fOtt.oK191D sAOTOR6. Fat Tres QPFRATKH lti 9E FOSSILS. REOt)CEO 1 1/a' _ - 'MPACSN3 08TKNED lgWO FACTOR SIINi HATE BE LEIS THAN IAIKBKUM WAGHG WaG1E0 FOR EAKa1 ANCHOR TINE ON 7Ne SGlE1NAE r 3t INSTALLATION DETAILS FQR OPTION #2 FOR IUFE SAFETY STORM PANE SY"T£M INTO EXISTING WOOD STRMMES y� "••• �I 1 4Y TAPCON O B' D.C. � it's TAPCON O 8" O.C. J /PENETRATION MN, THREADED AT WOOD 1£ l 1 J1 7 TWN AT WtYOD i j' Vi/ HEADER !` HEADER i 1 T, ,'� 1J2 1 1/4- ` / 1/2• ' 1/A' WOW HFAOER . i WOOD tNl,DER REQUIRED z ! - ; AIDWRED i { W. '_ F10S78XT p0ST3p CLASS lar. St7'.w17oN 1• � �� 1' ww. (ACE SOE9tRE" PAWL LENGTH '-" """"` PANEL LE401H rE,,, ON Jew 110 i (SEE NOTE 7 sCum 1f4"9-20z.3' I (SM NOTE 1 BELOW) S.S. Y.S. Wj 9�• Ir..-yam' ! WIG Nt)T f. _.'.� _ '"""`MALE._ I i � _. _ h�M'.,. i r t p REQUIRED D'V' 1.._I i I j I. 7 6`0 x .3/32• WING NUT WASHER O 8 t/4• D•C. 2`x4' W4WE,tAT,E t i� E T/8^R . 3f32• WING NUT REQU9iFR1 I SNE7t O (BEYOND) I ) �' ( 1 p 4 t 114-10 PA9ELMATE 7 ,- 1ts-10 PANELMATE PLUS i jII{ O e 1/4• D.C. W t 3 6 bWL THR£ABED PEiRATiDN AT WDWIOTH OF PLATE '+. T _ i ( O 6 1//4' AC, W 1 7 MIN. TIHREAOED PE7CR{r\710N P [ ) ) AT NIWZ H ,CA PLATE , YiALI Md Una Jt1�IAU&M REGLNILR PANEL � WALL R mma NST t,TION TLNKNifNNNN� p; Tf((1jry'Iii 8 SAFETY PANEL SCALE 3/6--1- �tiit LIFE > EN$ '✓�$! SCALE 1 3 FLORIDA BUILDING CODE fN h Vel"if Nu Gone Zone lts ^ NO d4i67 ^; * _ e AI= s1G 20 GAGE GALVANIZED STEEL STORM PANEL - OWni 6r: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +55,5, -72,0 PSF AND PANEL'S IDIOM UP TO 8`-•8-. * - '•� ' '.. wa ATE u N Awl. ..". : AL PROTECTION PRODUCTS. LLG. ' 1Ir 0 97/M/�27 2. 4 NEW WOOD FRANC DWSTRLlCT10N: WOOD MEMBERS TO 8E SOUTHERN PINE W/ OSS EQUAL $'D GIP [MN:. +am S.W. al sffw O,( •,, 00 . - - - NO. 2. SPUN DENSITY OF OR ANY LWK . R. 33314 'ryFSSI ••••••� A u aa. a. i m mw AumN, ra ma PMaIE (b.)e 764% Fu,: (BU)Bm-BM 2D-t 78 eJ N .re . amH Ct-ta6. A„ atq 4f-tMl e.F w moYNa - pifM. wi NAAMNA DRWM i Nz IIt11M W,ILTERCA00787K.eir,, P.E. d41•'-1M A~ BT 9RYT M #� 3'/24 : l>RA NCTE.2 BLI'm W/ 09 W/o 6 -NOTE N4x1' SAI.i t'/24 4'/24 � 2 S MO:. 2'/24 V/24 4 P Poll fbOMCpETE ANpOR& sI2 • EACH I.3 s1XAmlxE ON 5tE¢t 2S; wR WrgOO SCREW: r-1 1' LI^- f,»P) 3' M. SEE » ON ffiIEET 29 )ad. S ( (SEE ON MEET r M$a. ,re,• AT 2 33 DO OF& ur !, 33 _ i i {IM P*JW r {MlflarOR +R ii18fUmR ( ,r �PAADJ T"1 GD %: 'C.' rC"r,�-t"PµEL) 9niRWR PAES,1 (uNItWaR PA4EL) TEND 60 $ 'L• SEE NINE 2. 3. 4 7lRDW I ; SR -MaE 2. 3 4 BELOW SEE 3. 4 BELOW 4 1. .SEE NOTE 5 4 BELOW - t t I 1 � t *i � t W 1 � T 1 S � 1 •` ` t 90l PANELS. W �• �4�M Oni/4' S. Wf 3. x.3 WWCFKRS ? - sI NOTE 4 AL1:GA__ , • • NOTE 3 2 r--{-ta'=--,.,._ .PANELMATo (�PP,)71�1 AArORCA� SIX SECTmN6 ON Ski 28 -�•^t• lfi 1 1/r YgTE MERIOTN PAN813 r. Lo , 3 13• iJ OR Q W/ OR WfO�. (7 + LAST PANEL_ I TD BE ebTA1FD AT EACH a 91WWLIAI�WA•lK3 i'ROVDEA Wf N , SHALL ALWAYS BE PRQMOED W// REAR HANDLE TO FAWLTAIE OLiTARATfON AFAR HANDLE TO FACSA "S"M A71d1 W INTENDED TO 915TAItEO FROM ,,^ : f: INTENDED TO BE ALL£D FROM ,- RSDE W SRCFJG IRE. 'SCAR 3J'JZ` • Y _ TOME 3/St : 1' - H- ,e Ye.. CM 1/4- WH. IMP T/P Mm, GM 1/4' Md OM-ji� 1 44 1 OR�Wf OR W/0 �•� t �IERpNTE Lo1NArfON SE����r� Ar EaI1 PAkFTs) 9� O A,,..I�j: � RILL D61Nn10N !Y SFJ6F5. tt700 E - Z HANG STORM PANEL SYSTEM CGJWnNG OF PANEL + 11G�, AT TOPMATE PLUS OR 15- LONG (1). E - Z RAC STOP PANEL SYSTEM CONSISTING OF PANEL. + 2 AT BOTTOM W/ POAtRE&LMiP{TAE 2 C- TRACKS TOP &BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTIP TO E% D ALL WALL BY MEANS OF (2). END PANELS SHALL L ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANEUlA7ES OR, E USED Y W 15 TONG TRACK AT B0T7OY, END PArt�i.S 1X�)L (6J SH ALL BE PROW AT TOP OF SUCH PANELS. S�Mil BE CONNEECED3) TO 2 Wf 1/141-20x3/4 .S. W/ 7J�/32' WINO N1UT OR 1/#-0-20x.3 Nin. THUMBSCREW INTO TAPPED 2 (E7tCEPT AS (3). NF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHAD, CONSIST OF OESCPo8E0 ON NOTE (3) OW), 1/4"h20x3 4" M-S. W/ 7J8^0x3/32` WING NUT OR 1J4'ox3/A. Min. THUMBSCREW C2i AT - XNiO BOT'f01A TRACk. LOCAitlN OF FASTENERS NAY 8E AT EITHER OF TWO - .. - . (3). FOR CASES WHEN END PANELS ARE U6E JONTI.Y WJ 15" TANG TRAf� - BUT END PANELS ARE NOT CONNECTED TO ND7TOY 7RA11f XSTOP BAR MERIOR FLAT FLANGES OF ENO PANEL. :� . SH 0U1 BE PROVDEO AT TOP OF SUCH PANELS. (4). IN CPSE'DNi END PANES ARE NOT CONNECTED TO BOTTOM TRACK (de. A STOP BAR (4), P"4)R INSTAtMATKNIs WHEN END PANELS AND SOME ONTERHOR PANELS ARE DIRECTLY IS ONLY USED AT 70P AT LEAST TWO PANELS SHALL BE CONNECTED 10 BOTTOM TRACK MOUNTED TO FXISTNo SILL WALL MEANS OF PAAIELMATES, ONE WTUO09 PANEL USING SPECS INDIi4 ON NOTE C3) ABOVE. IN SUGH CONNECTION PANELS CASE. OF MAY BE U6EII JOINTLY W// 71N.ACK AT BOTTOM ATfACWNG T#1fi0M TRAGIC TO WALL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PANELMATES FgLOWUD SHOWN ON ELEVATION AND W( 3 1 /2' (e). SEE SECTION 1', 3' & V ON SHEET 24.. SEE ANCHOR SCHEDULE ON SHEET 25, M;n. EDGE DEMNK�E, FOR TENS OAS INTETYOR PANEL USED Y WJ DOES OL(11i 1PNNALLED 7lNNyW - THAT ADJACENT PANELS E LEFT & RIGHT SIDE O SNA PANELMVE �a `•(�P ... �Uf�.(yy THOR OVERLAPS MANED BY 2 . 3A aCEN$ . FLORIDA BUILDING CODE h Vetoclilmu done Zane No. 4 167 aa0» T41em Me 20 GAGE GALVANIZED STEEL STORM PANEL rr. Tk: STAT OF � GLOBAL PROTECTION PRODUCTS, LLC. II7J '0 0AT6. 1�0 .,., 48pn S.W. a1OWIL sRWEr NN ar. ll. s&..a 1sMM aAesa n MOM 054)IN 78 a rAL, (Bx)IM9 7 20-176 'NA GB9NrHD 1mi aw rdes9M MN A'YFNNHIII NINNM SW,tBMtMTupE/NM,1E Wy,70y:A N.1P +w _ M167 R BF' 1d I RE 4 wal I to] z 0 11:4 El I I Lei z 1, 1111010 VICAP1101.14 m 5E�jloN 5A REGULAR PANEL SCALE 3/8'-1" SWET 19 Ake 40 Fat ANCHORSw T1pE trAVM WK YNWaH ALMS SPA FOR 9sTAUTmxs MO maa) IWr. ,tNKYp� >s4tA0 6AJ 3 "MME FRAME ANCkLR am DI AHOgR SPACINGS AND ,AFMtUM E ORE ARE WOMATED OM TNB 4[aM.,M4Rxe IIn3 3 3 SC MR SCHEDULEMRFOR F:D, LESS SP pNDWATE9'NN'1 uwftyoa Ma "M MatAaM N#Br4h o1J ? 3 t/a Aaw Ee,:$I.: aIEcom FROM BY THE FaLGwBiG MIORS. IN JIM oPeomm TO R P059q:E. DICED � SRA:1ND OVA04D LOW 0"TOR SHuI NOT BE LESS THAN MINIMUM SPACING MDiCAfED FOR AEON AMNDR TYPE at ING SCHEDULE _- Y - H.aO 3 _ - ( tIO'll PANELAU,TE PLUS W/ J6 e . 3/3Y WING NUT WgA Dlk {BEYONb) RED CONCRETE } OR CONCRETE BLOCK REQUIRED w,+,�LL MOUNTING IWAII 2G}{n�E KO O tIFE,_,� PANEL SCALE 3/8'-1" CODE _ YAW E-2. NANO .S= PANEL SYSTEM 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WAS BEEN WAFIED FOR COMPLIANCE IN BA) MINIMUM EMBEDMENT OF TAPCON MOMS AND PAWLMATE FENN.E ID & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COOL BLOCK SHALL BE 1 1/4-. _ DESIGN WIND LOADS SHAD. BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, B.2) M94MW EMBEDMENT OF 1/4'0 X 7/8' CALK-N ANCHORS SHALL � IS 7/8" INTO CONCRETE. MR A WON) SPEED AS REOUIRED-BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL SE PERMITTED. FOR A DREC IONALRY FACTOR Xd-OAS. USING ASCE 7-18 AND STWl NOT EXCEED THE MAXIMUM (AS,D.) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SNOULD ANY FINISH NATum EXIST) TO OEM PRESSURE RATINGS INDICATED ON SHEETS 25 0, 28. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 94ALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LEADS BY MULTIPLYING THEM BY 0.6 IN ORDER. TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATE) ON SHEETS 25 & 28. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN B,7) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 337. INCREASE IN ALLOWABLE STRESS FOR VIND LOADS WAS BE USED IN THOR ANALYSE. FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH N.O.S. 201& (C) C INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE: RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTKXI 1626 :OF MANUFACTURER, THE ABOVE MENTIONED CODE AS PER FID ESTRATION TESTING L ADDRATOM, INC. REPORT 1 2032. AS PROTOCOLS TAS-201, 11, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AHD TAS-203. E TO BE ATTACHED TO 04WK PROPER ANCHORAGE. THE SHUTTER 94ALL ONLY BE ATTACHED TO CONCRETE. BLOCK 2. THE SYSTEM HAS BEEN DES040 TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME BUILDINGS. INSIDE WJO THE USE OF A LADDER OR Viff. THIS APPLICATION E VARO WHEN RNSTALLATON E INTENDED TO BE PERFORMED 12. T14E INSTALLATION CONTRACTOR M TO SEAL/CAULK AL SHUTTER COMPONENT EDGCS WHICH REMAIN IN CONTINUOUS FROM THE wSLOE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WRW/RAN INTRUSNON, CAULK AND SEAL. SHUTTER TRACKS AL AROUND FULL LENGTH. 3, SERIES TOW INSTALLATION S APPlJCABi.E TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE ' PERFORMED FROM THE INSIDE OF STRUCTURE. la, STORM PANEL INSTALLATION SHAD. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLATS ANY BUILDING AND ZONING REGULATIONS PRWLDED BY THE JURISDICTION WAFKE PERMIT IS APPLIED To. 4. SERIES ROW INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REOUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STORM PANE. SYSTEM"' S PATBtf PEWkNQL 5. ALL ALUMINUM EXTRUSIONS TO BE 6043-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) I5. (a) THIS PRODUCT EVALUATWN DOCUMENT (P,E.DJ PREPARED BY THIS ENGINEER S OEJmw AND DOES NOT PROVIDE INFORMATION FOR A STM SPECIFIC PROJECT; 1.0. WHERE THE SITE CONDITIONS OEVIATE FROM THE P.ED. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY' STEEL, ASTM A-�653 GRADE 50 Milk.. GALVANIZED STEEL THE PRODUCT BASED ON T14S P.EA. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 58.5 ksi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR% RESPONSIBILITY. & ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT CITED CARBON STM AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50018 W/ 50 NOT YIELD STRENGTH AND 90.. Lei TENSILE STRENGTH & SHALL COMPLY W/ FLORMA, SUJUXNG CODE SECTION 2411.3A4. (4) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEEP CO ARCHITECT WHICH WILL 9. BOLTS TO BE AMU A-307 GALVANIZED STEEL. OR AS 304 SERIES STAINLESS STEEL. WITH 36 NOT MINIMUM YLE1D STRENGTH. BECOME THE iDeGiNEER OF RECORD (E.O.R.) f0R THE PROJECT AHD WHb WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P,E:D. ENGINFPR RECORD• ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER. SHAD. 10. ANCHORS TO WALL SHWA BE AS FOLLOWS: SUBMIT TO 71-OS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) TO MOM xN n . .BETE: (B) THIS P.E.O. SHALL BEAR THE LATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - I/4"i TAPCON ACHDRS A5. MANUFACTURED BY LT.W. BNtDEX. INC. (MIN. t'c+3192 p.a.t) RECORD THAT PREPARED R. - 1/4. 0 X 7/8- CALK -IN ANCHORS, AS MANUFACTURED BY DEWA.T INC. (AIM, Yc-3000 J,.J.) - 114-10 PANELMAT'E FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EL:CO CONSTRUCTION PRODUCTS. 16. STORM PANEL MANUFACTURER'S LABEL. SHALL BE LOCATED ON A READILY VIABLE LOCATION AT STORM PANEL IN (N'e 335D ACCORDANCE MATH SECTION 1700.9.3 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE .PLACED FOR EVERY OPENING. Pal) LABELING TO COMPLY WITH SECTION 1109.9.2 iN THE FLORIDA BUILDING COOS. A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2• FOR PANELMATE FEMALE 1D & PAWLMAYE PLUS. A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CALK -IN ANCHORS SHALL THE S 7/r INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. /4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATIJW EXIST) TO ENGAGE 3/4' S. A3j w CASE THAT PRECAST STONE; PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR MINNN � ODOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHW.L ''� • �,10EN$F••.,� BE AS MENINED IN A.I) AND IN .A.2). t No.44167 s (B) TO EXISTING CONCRETE BLOCK WALL *�• * - 1/4' 0 TA7COH ANCHORS AS MANUFACTURE) BY LT.W. BUILDEX, INC. ' _ FLORIDA BUILDING CODE h Voloc Hurricane _ 0 X 7/6" CALK -IN ANCHORS. AS MANUFACTURED BY DEWACT INC. (Pm-1500 pa:I) y U. ei47° 1a0 20 MOE GALVANIZED STEEL STORM PARED - 014-10 PANELNATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (rm-2G71 p.s.L) 1� m) �. t1N:C1[ PA EL 1 INTO POURED CONCRETE YMWra alss¢a ¢I.w Oda. am A OR CONCRETE WMRLMIE a•�[RI oN slRr 7q BLOCK BLOCK tx [�I Da4DNL 1. aN aav a37 4 nr �i 4Y- k• iLe: y od swn a) a,..«< FA a,0 a taLWW DattGLtE I �a°D M qT 4 r ac ac oNaaWte �� � 5 � ��, w 1•w +.} 4 � +� � ` _ 1 BADar u seT�l e 14N0 KKR e 1 i 5 i- 1 "°"•� i oevA t o 1 S i.j I 1 I MalKtrr P°PN � -.......,.....,.__... 1 pL I 1 1 I ! a ewm T LPY•> @7 1 iN•�xo*a! ^ I I 1 I 1 nrt7+ i 0.c. $. t t 1 E IPR SHEET " ##i MR � I m UAL 1 1 4'Y-20M3 4' I- 1 E ! a 4Y••20LI 4' $ 1 sm -� _ I SNPiN SEE E 1/41-mKIMAa1N• jl�pp N 1EPAW,TGN T p• , O M OAS&�a/ M I m CUe4. I i! EMERY M I i G4`AT QRB M 3 ' p Ap a,A4S. '�#I � LVTAY OtHNIP $ t 3 Mae« 3 .. `_ / .�' i �TYJ4J �%C M�9 ^ � NR 1W /i4"ffiOJs OO.fII_ p� �L ,'` F oar e. ��X:f � _...,,..._._.. ....,._. i � � ;t/. £` '� t/4v-m3/4• ss. aoxaKTY WI TA•4u/y-LIMO Ran, � 7Mr a 1 4Y- Am+Rm 1a, ~ //� �f • ��. YS RJTi3Y t� J4' i an�uNF As MYa I Sam i. ..• ` j HRD'q�/k• EDO ar �iaK' Wu ae e n 14'f.• 4' pax "w ss) a �- WALL wu NIN1 INSTIL © R SCALE �L2 3/8-1- m FLOOR TO CEILING MOUNTING INST, RLILLL-OUT MOUNTING • INHST, WALE stY�eDBle� SLEs. g >A R SET: spoor K mial WKLS RaN S� ION SCN1E 3/B-I T 3 , N 4� SCALE 3/8-t^ 4 L a WNn g aF m Giais OM a o w a�.*`�jER�A. +s 1✓.,�i MF NUl aN T PE as aNST 7x �s 3�: 'ICE NS� 8 �•---t 0 SMLBGMi S E0 AtiYE .all IDIl RR1nx eF WL 16NS LOP a BOTTOM 1NU1 m= CAN BE ODkM E9 IN M% MAY TU ANY No. 44167 g i FLORIDA BUILDING CODE (High VelocityHu cons Zone i - AAT IaTNLA"D �. MATE OF cam m/EaL e G 20 GAGE GALVANIZED STEEL STORM PANEL ; �( DFIR W. DETAIL t SCALE: t/2' 1` ea • E EPEE O gwx ecCr � '�4"` ....d.,� GLOBAL PROTECTION PRODUCTS. LLC. arJ2aaoaa °KE` - ,.X E9Rs A.EC Vr LNG. 4m2 B'.W. 6t SIIWET N e Na COMPANr ��NrN,�E. FL 31316 20-176 aY aln ><. as W,1,4t acme. A mM P"mc. (JkeUe: 76NQ. RUC (91TN87-t7 , Ne,e-, NNq Olt-ItmD. W., P,.1 M-1m, F?,-mR8759 w.r eewsK.s r t0sede ..t IAAAam w: P.E. WYIER A 7KLR #„ PE.. SHEET ." a 26 N N to Cu N i... U L N � O C .� cu U -0 � N O cu to 0 O L_ Q C O Q� _O E LL O .cn fA -, N O L cnca .� cu VJ 0O ti O 44:14CV Q UM N XXLLw W - Q cj cu O co N � w 3 U c cu 3 w Q) CL .c w E C cn U .Ol cu L y a0w CD (D i CIO O cuO L. L Ur��/) �/ W LLI Q Z Z Q N•YJE•Y LY SHEET N0: SH 1.2 n MAXIMUM A.S,O. " I-- _____ - - - SEPARATION PANEL F APPLICABLE TO I - Simm ;-W, TO CLASS CONDITION SrCr VONS .09.0. -75,3 70' OR LESS I , �� ,,IT, . 1 1'.2'.s ' I *W. 2'W & 3`W .00.0. -75.3 70' OR LESS 1 2 7/0' 1 __ - - -.1 11 - ­ - -�Ml M%%9r9qM OF ZAASIr A WWUNUT AT � & 4174 W � LENGTH pli�Yilllll,W.lp�-,q.mj;:f-it�i',E;J�i*,*Jll:�4g�7�lil'[�NC.TWPkjr,],X.�.,;i:i-*I;i.',Il'�l'ItM'.Fj�il'I'lil,W�311-il:.,.�,�-� III] 1114IF w#;*lll,,e;J3lI3m:� I "i �WIIWIIA 01 j wwiw R'�il:-�,,�w�,m;im;4klx"tl,.,IpmI - M=l MAXIMUM A.&D. DESIGN MAXIMUM ANCHORS SPACING FOR E. V. - 3 1/2' - APPLICABLE TO SFcnM It * ANY COMMINNIM OF THEM MAXIMUM PAMD. LENGTH %* (h) PRESSURE RATM L..f.) TAPOONS I PANIULANTE FEMALE 10 I PLUS To CONCRETE To CONCRETE am 10 CMV,M TO CONCRETE BLOCK TO CONCRETE TO CONCRETE ft= TO CONCRETE 11. BLOCK - 12, MIA 12' N/A 12* N/A 12' N/A I' & 2' CTOP) it' '. * 10' 3- 51 4. 51 4. 1. (BOTTOM)+ SERMES 12* 3' 12* 5" 1. 1. __ 1. 1. - I .�48%111). +66,0, -75.3 N/A N/A , N/A N/A N/A N/A 12 1/2' W " 0MOM) 7' NIA 6 1/2- N/A 1 4 1/2' 1 N/A 1 4 1/2" N/A 3. (w) 70* OR LESS 12* N/A 12' N/A 1 9 1/2- 1 NIA I S 1/2* N/A X (BOTTOM) LE. N/A ___ 12' N/A 12 1 N/A 1 __ 12' N/A 4� (TOP) ff, - 12' 9 1/2' 1 12- 1 IT- 1 12- 11' . e, (WITOM) 4' (BOTTOM I * EPA= TO O&O p,sk A.S.G. DESIGN PAEMAE RATING, *SM SHEET 26 FOR ANCHORS TYPE & VAOWC FOR INSINUATIONS MO WOOD FUME BLVIDING. MINIMUM A"ONDe VACIAIM NO ANNIMUN EDGE OrANCE ARE INDICATED ON THIS SCHDIUUL FOR ED. LESS THAN INDICATM ON SCHEDULE REDUCE ANC�1011 SPACHO Of MULTIPLYING SPACING WOW ON SCHADULE By THE FOUPWINO FACTORS. FOR THIS OPORKTION TO BE POSSOUL REDUCED SPACING WAXED USING FACTIOR SMAU NOT K LESS IN* MINIMUM SPACIFIC VOCATED MR EACH NICHOR TYPE AT LEma. _&E= m(OHN im __ 1/41. 1 1/41. Ile. 114"It TAPOOR I 'Axu III 1kr - I me, ANONIN SFA=m 00 3 1 3 a I -A 1/2 -40 0=1 co-ed. 00 ft-A. m.k W 3 1 3 3 3 :: �­ ll_� 3 tjI 4 Amm"mma,mm FAM - 1 1/2' I I - ---:: 2 'Ir - - � . � ___ r . - 3 I1r - I I= "" ", I I 9 " 1 + AEOUNIES New DISTANCE BlFnIRFN SIMON OF PANEL I NO It TO BE, 1/2' 11r me. A-F-0 F'I + + REQUIRES W- DISTANCE BETWEEN BMW Of PAN& i AND 0 TO W-' 3/167 1 3/18 66, ____ __ ULAR. LIFE SAMY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11 -------- --is.125' (TOTAL WWH)---- � I I virt- . .7 _____ ' i ___ , __ ----.---12=' (EFFECTIVE WIDTH)—- ­­ L_ """ ­­"::�__r I i :2w ��193" 1/4'%2.1,1 4" - .7w, . ' i ' . . - - I.;RID­j CL CL ,------L, ,/4' (TYP.)-- 2 '/4' IT , , I Z�o- -1 I .-- , � - - -1-Po ,-,---,o * . � -37 Z ,--.,\ .1 " 1 1.2 'la ��. I 00 =2 1/� .�, I\ 1 po- - Go, al- i .Ow - T (MAY BE W"NED) Ir I _' '(T� - . , , . . �2-_ , I 'I, �' d' ! - Ime MIN. IN" (�)_ lbb - �h (I . ----' - � 7- I --- I - �`�-� i v , , , � 3AIr 11 I r- �- ! p--,, - - . - t. I - I L I _LAEM46 � CNINAMM STEEL I I. pw 1�6 I 71' 1 It I-mo ,,4 "" EDGE L-2:-.:_H= Yp. ASTIM A063 TYP.. 1 2.0 w .004- I I i - - - I ; nt�. 1.015-- L . � I 'L- �CCTM A NUM ///IT GRAN So MINIMUM G-W ONLY. 4Vr - 250' HEMMED �-21 - ; j �v EDGE - I � -On , i 1 i 'Ose L_l"__j .1 � - _") (TYP.) ;; , ,_. . ... � --- - ------------------- � - I _'m - - - T CIRM PANEL So ___ I L___L MAI A] . � .375, . --I PANELS .ALL ITT, . AL.5 L ---- �_:i3�;7. FROM LEFT TO NIGHT W/ 1/2- LEG AT 00 AT LEFT WE OF PANEL (j) "14" HEADER (�) "Fee TRACK (�) ASM WITH =0 ,_<111, vl. pwin IS " UP "� ,� �,aii;6-��,, ��" *0.05" - - m�ir m I E . .13r! 0,270' 1 00. _. TIP. TOP EDGE t- - / IV sma �sw o470* , I- i , � - �K PAM > . I 0.024* W.) - - , r � 11 i .8 . 'ce �l -­ O.M-0 0 1 H ­2.591�­ . . . . . zw HEMMED I ,__- / 1.46- ..825- I I , _v­:��9_0027w . � _-­2.25D­--- I ! t V--..- �"."l Isom VIM DETAIL A 400. i.- � -I .13r i 1.�� -�l .. 0 OR (& i ROUNDED CORNER 0 ENDS OF PANWS I f - Mh .on' L __� - I I : � � END UP W/ HEMMED EDGE. 1 __7 (N.TS) 7_"181 t ! _�z ,6251 "m -175- � ! - BOTTOM A0 A"A ff, 1 ; 2,500' 31SO' � .072* I ; 1 - I �Uet . .007' i i (".) --, _p__ ! (�) 3 M H= WASHER 105-MI54 ALUM. ALLOY I 1�__ or . Q (�) ML . . . . . . ., � ---I I ; I : 1 2-1 4' ' -.750' - . .SEE SHEEr 6 FOR ADDIVONA. a t . 11 r i LIMITATIONS F SLEM LENGTH S I I-. i � i 1 2 - Aw I- � ONLY VAUD FOR INSKLATIOWS INTIO I I � 1.250' � v i r _1� I - I -i---j �.193* I - .p9I I - f I .15, L Man 2 1 Ze i - -I (1) m", MWN ,W_� -2 2-ID60- --, -1 - cm , m F i .1w 2.0i;l3D A. OAW� I � WOOD SmAcrulln. w-, � R..Iw . � I . 3.Tw. i - -2.50- - 1-.118 CIO L. i 0- (M-N -1 i k � 1 .25CC- � (�) REV. 78" HEM (�) `AU" 14EADER � 1 j7bw � (M) I � ,_7 '----I' MIN, TO 57 Me _7_7_77�1 I I i T_ @ SLEEa IN MAX ' -2.000--i i wy4l @ ANGLE o . J" TRACK @ PANEL HANGER ,37e � r_ I L f --.--' �3111` ,6561 i - r , I ___ 1.5�1* � __ � .=.� -3,000. .w . i I— '. _j 462 . .275, wIll, r, - � ­ , f__T_ ___ I � __ I" * I ".' *.' 2 + - I- VA01011"*% . , (I I Z4- WIDE) ,gg�', �J'QPN li�. _ (USE ONLY FOR E-Z HW STORM PANEL ,& -.�EEj��-:jl*� AF ­ml Y'A SYSTEM) 6053-76 ALIA,L ALLOY '4 .* A A ' A : * tty HIM Cone ZINTS)l I . N0,44167 '. I FLORIDA BUILDING CODE (Ron High V*Ioc f I I i .Ow - - mp,) . , -c 12�3* . 0 I& MIK 0 0 . I, . . ! _ , , - 17SEE 1 * -, * . 4wE : z ---$-. , STATE OF * - x `XN`" T&IM w - 24 GAGE GALVANIZED STEEL STORM PANEL ". owm ft - ���� L_L_ k SECTIONS __ , .2w - UK _ *1 ,'I . - III IV & n.,,'� ;COiAlL PROTECTION PRODUCTS, LLC. - bm- @ BUILD -OUT 'E' - _�2 - (R BUILD -OUT OF* TRACK @ & (��O WASHERED MONUT il "" 0 - I as a no S.W. 51 sow GqH)"p_?VA FAY'. 4 DPM)eM_M7 20-175 - _­ Cox" � . I .wivto I - TRACK ANM 1 VAMAC 3 A"" px SPIAMONATUNG,voll - #11 wlmzRIjl41j�,_L !m I I - __ Em . I 1 __9 � Seen 2 OF 10 I � I INUALLATION DEIAILS FOR REGULAR PANELA) INTO POURED CONCR ALTERNATE CONCRETE CONCRETE AW401TS F=0=110-m EXISTING POURED CONCREW_ (SEE SCHEDULE CC- EXISTW,G CO I SHEETS 9 THROUGH 10) OR CONCRETE BLOCK OR .,,Z�r SH IS 0 THROUGH 10 REQUIRES. ,LQGi � REOURM, I � CONCRETE ANCHORS EXISTING POURED LIT � =m SCHEME CONCRETE RE" SHEETS 0 THROUIGI � r-4) V///,//,��,/,�-�,YOAVMWrA��V///////6Y/,fl I-" ""-I --me wo, ." NOUP I- - I I � ; � - I . , 1/4' � � 1/4*;si�:: � N`% W/ wit i r-JL/If MAX. - . CONCRETE AAWC * I O.c. � ; . I , , (SEE SCHEDULE ON i t I i ---i I i i ! SKETS 9 THROUGH IO)j f - 1 F. ! j I � i ; i J 8 ( 11 W`.'.�,.,?%-� v Mo. i I Em. 1 1 i i PANEL LENGTH I ; 2.9d. I 0J ; . I`% lwl*o�_111_ I -_ ul I I I 1 __q) 1, SEPZWAON L (D FOR I - 1`4 % . MV ` ; 70 GLASS. 1/41.40*,' ON $Him L-_---. _V.- A . - .1-1. I 11 I -1 � - ­ - - SEE SCHEDULE � N TO CLASS, 1/4-0-w- � ( � 11 - - == n v , Oa � I ON SHEET 3) --rMW SfTACi I SCHEDULE ON - ; ii 6� I -1 - - - MrA91.31" L �� - - - � -_ wa v 4m --- , I _ __ - - i PA14EL LM04M ....... � - SH __ - - --,-. � M."m I ---" - =%:61�-o I - Y_., I , � ,L--- __ I (-E SCHEDULE :: I & - - -1-- ON - , ---w- SHEET 3) I (SEE SmmXAE: I ­1 . 14 SEPARATION I M41-1 I I -___� -,-- ___� .... SHE" " � --q) I TO GIAM - . I . I . 9 ( i i . 1��­ �, __F_� I � j of V I i i &� ;w-,7) 1 T .0!� i I -0) I , �, i --(a) ! I . I I I NAX, It NAX I 4__ I � � 11 0 1 3 i I � (�Yll. � wx � I / _@ � t -, I j I _____ _1�n�c�__ I OF 'V � It 1 0 12 I1r OIC, � MAX. I � I i . � I i I I 41 � --I � i I � I i A__._j ____ � I i I � I I � VM�l __. L CONCRETE ANCHORS . CONCRETE ANCHORS : I I - DUST (SEE SCHEDULE ON --I L-9 SHEETS 9 THROUGH W, 2 I,W LONG MAX. ALUMINUM Cow*ru-p-�W\Wmll @SPACERS* ... I MU OF WALL OR SLAB 11 REQUIRED I CONDITION) &Ia" D.0 VAUD FOR 'P;;E . i i STING POURED CONCRETE I ALL OMN AND EXISTING CONCRETE MCHORq I CONCRETE BLOCK mcr" � LENCITIS PER SHEET 3. _j � � RIFOUIRED. OR CONCRETE REQUIRED. I 1* S­#ION 0 -,/, IG'. (SEE - - "; v-=ABLE SHEETS 9 THR)DUG; 10) ,---­`E­G­­ SHEETS 9 & 10.) CEILING A&MMOUNTING RUILQ_OUT MOUNTING WALL MOUNTINQ /DIREJM WISPACERS (9) Olt IQ SCALE 3/8-1" 1 1 SCALE .1/8-1* SCALE 3/a-l- . � . . %0IuPNN,% , AIRF A. � . 01 *­­­ V, "..., -*�r 14 I. .EN . T FLORIDA BUILDING CODE (Non High Velocity Hu mn* zatme)l a : I 4= unw, mc. " f o.44167 1. - 24 GAGE GALVANIZED STEEL STORM PANEL .' . S DOW at. l . * EUR COMBIN&WN QE SECDONS * .,. * .*E ar/o/sm -D. - EDGE DISTANCE BE: I % -��% STATEOt, , �i� Ile ECOi"*. GLOBAL PROTECTM PRODUCTS, U.C. - Imm F _ .ON S... 5, XMW TOP & BOTTOM MOUNTINGS CAN ', Oi,- (SEE SCHEDULE ON I _ - �5�i MAE. Fl. 33314 Ova,Xltv �m��� ."tDRI SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ... �i PHONE-. ")We-YHk fft Ge4)MW-e?V 20-175 ­z INSTALLATION. A I A /y,~ ----.-r � � � WAN4 N. . SjtfN&lWLf$XGIeeVWoATt - ck-Dowto . I a-M. m � r, WtLv�_e_.!" J`_- Px_ A I t .1 s"w 3 or to I 7 9/16- � SEPARATION To GLASSL INSTALLAIMN DMU FOR SERIES 2QQO � & INIQ EXISTINQ W99D , I 000 E=Z HANG STORM PANEL SIRUCTURU � ­11 ,I ; , . Smm 0 a- C,C� W/ . A w SCREWS m, 5. ox- W/ ly , , , I , * "� THREADED PCNETRITION To a" WOW HTAOM � Y,",/ , , " i , � , IIII I =. rw WOOD r kft ItflEADVID PENCIAtr" I I I 1 �114 I 1, � , "JM FLAT CA ON EWA w"m W= HEADER. / \ � C-L 114.1. &MS. 1�1\, �,_� I - . l/ � I'll __ /-0 VA END OF Q __ , / C-L FT .1 S.K.- 16, IA. am or 0 - ,24 A, - ir . /.14 .�,.,, 9 . OVERLAP 9 __1 I 19 I 11 :t I pt . 2 :1. s - s L - � -, - �. i / X�. _�l . . * � I �J-1 I I j� I El * _ 1 ,Z I 0 , I .q --a 2 yp � I , _w- &#V-;o mv O'NOTE 1A SOON) 1/4-0 LAC SCREWS 0 r =w ' "X' "'O' 14 ViAl, = IN F W40Y` Mra"DO' 0*4 WL'. t �JW14-10 =11MV. .I, Iwo 1�__ / i !!! / I,, \1 ,-� , \ 1� \ I � IA.. I 1. INSTALLATIONS ARE MY wkw=11tolt" WITH A.SO, OMM LOADS UP To 40S.0, -76,3 PH A" LOWN UP TO W-In 2. MR NEW WOOD FXAME��,-G!nMEMBERS 70 BE SOLYTHERN PNE ft.. 2� W/ SPEC, FOUAL TIP AS STE2nEo�aj:-TAMAN,41skso oIt 0 MI A No I Twowp VM t� NOUXT& at COMM" *4 My I 014.1- ull 1,41"R MAXIMUM PANEL LENGTH *L+" OR 'L-" (ft.) 0 . MAXIMUM S,V. Utww" PRESSUFNE RATING (P.-O I+ P, -) ' CONCRETE & WOOD WSfXLAT"$ t L+ I- 20.0 W-0, , W-01 210 121-01 Il'-s' . jao I?'-#* ro'-p" I 310 W-10, to* --a' I 4aO w-j" V.-4. 4&O s'-6* 8�41 Sao §,-T, a,-41 -10 ar-r 81-0* amo mr-x Tr 010 0--o- 7�4- 7aG r_�r 7,-Ol 710 1 - 61-10, WIT 7'-2' !,_r no 71-01 fi'-a;* me e- B * 0 1-2* no O.-P -7�� 100.0 v*_5* 5'-ft' 105.0 6,-J* . ,S*-q* j 110.0 __ - - S., - 210 1110 - I 5,-r I 15016 I - 1 5,-S* 1 - g'.-'. No ge-,­ - v . .9 ___ - I : I �, I " . , 11 R W/ F 0 7 ,"* 12 1/2' GO, 70111017 * , , t ­ll - I Is). FAIVI 7 I ; i - I , I'll, Nam : smuTrIMmxm; SLIOWN FOR CLAR(TY k* TRUSS I f � \ \ 1jQ0.3j3r . 'I 1 4'0 LAG SCFIEWS 4 !r D.C. W/ ., �% / i/z* Mh DffAm PIDIETRATION " /,e TO EXISTING WOOD WADER. 11 � I 1� \ - � � fryp.) pop RNET , 4 CeYt fI4.I'SX_S, ,� , , " , , ,"-I -L OF EVERY W 0 Fk 00 OF 0 " \ , I .., 7 C� . / r___ , I- G= WAIL 1/24 & - _N�'A ". . I HEADS I IT ..... go 1 �0_20%4* i = � I 0 i � 05 I D.C. - I 2 71s' �. 2 9/16' I& . SEgMUTTON � TO CLASS =I p4:v.-e`�IyCEN$ `-!"?-'I-- . . e '.. -, ' I No. 44167 *. * : *1 .0 * -S . � __� . . STATjOFe-;tQ, XNA PANE1.3a)RCMUM AT EACH END WffH TRAM - M, 0 & a OR D.M.(D+0�- ITED Al Wjj EMD* MAXIMUM PANEL LENGTH @,@-(CA "L+" OR "L-" (ft,) 0 MAXIMUM AS& DESIGN PRESSURE RATING (Pxt.) (+ - -) CONCRETE & WOW INSTALLATIONS t 20.0 F#'-4* til-0, 25, 0 F21-10' I f,-r JIGO '­r ?O�7' 1 J�Lo __ll 10--yo. r-s' 1 40.0 III 4* #'-Z" 45.17 e-P al_�?l . Sao _7_7_� -;;_-r $560 . w_x 7'-#* 80.0 81-01 'I-,. no 7,-I, 1-2. , Mo ll�,,. It,if' ?&O Sao 7*-(r 61-s* - Mo 7-01 ol-,;l GOLD 61-1* $,-I* no r-r 4r-10* 100.0 - st-J, 51-7* 1010 6--5, ,_4. . - I 10.0 - 3�7, 1 ruia 1 - I Its.$ - I - MINIMUM SPAPATM TO CIA% SCHEME FAX=m WHO SPEED 4 170 ,nf.�, WIND SPEW > 170 -0.1, 0n) UNRESTRAINED I RESTRAINED . 30 OR LESS 1. 1. r 6 Ile >33 TO 90 1. I. 7 1/2- 7 1/2- - >90 10 t4S - '. 1. 7 1/2- - 7 lIr 1 I >14 TO liq I - I . ___j - I 7 1/2' ­........ ­­ . ­­ 1-1, - I -.-- .1-.1-1- ___^­ __� ----- Top BOTTOM __�_ Oml WOW I v HEADER .U. HEADER 1�5'xllsl STUD AMOLE *r TRACK SOUG"CUT 7�� -,=L SUILD-OUT -r TRACK O= - DIRECT MOUNT 46" 1 32* 3r 35. w w W. 4 i.5'xi.S* SM ANGIE 1. 1. 1. 32' 4r '. 38 . w 1. 1. 1. 07' w - GO, 50' 1. '. W. - 1. w ". - ;Nai&2E W 32- ar i . 1 3r I w t I di FIS - - KW a I OVERLAP N 0 I 9 11 �e I a JE j I 11 ;11 ew 1/4-0 LAG SCREWS It ff- OX, W/ I T/:r Me, THREADED PENETRATION To "ISTRIC WOW HEAM, I- - 'O.L WANT; _[�VAN't4; MIS ,F , C, # ftl* SM.S, - 0 CA, END 01 W DETAIL $/24 & - 5 V4'�r3V4* , j �iw 'VERY OVERLW . I if I : I 9 I I I# ;, 4 � it . . 11 - J I! I � K�_!, -I v____ll____L__l � -I Mr-20.3 4' M.S. __ ---I 1. " . ,e , N _�P , � , � , ,� i t 't I W 7ar V, r / -1 rol 4 I ,-M;, L Z�"_=.. 77--m - y,7.. k I -t Vol = -7, __ Ir �;, m_.'it-v " ' �� , - 'I ­�t�,,� T NOTE tA ' _@ W/ 7/6%3/W rl/"/l NOTE tA SEUm 5 I I ��"4 1�" cem� oc, LAG SCAEWS 0 61 D.C- W/ i LAG�=00 1�� ' W., THREADECI PENETRATION me, (7) rA*_j I 2_. Q ", 2*94* WOODFIXT PLATE REQUIRED MAY OR ON EDGE MVWXnH OF PLATE SCALE 114*-I* am M 20 WM GALVANIZED STEEL STORM PANEL ry- CAMIN ft "/n/L"w GLOBAL PROTECTION PRODUCTS, LLC. `600 &w. 61 STREET IMVC FL. =1 "we nts*NmW_?w � 11i"Nue-.797 w , 20-176 XWIH? - !"m i !IMP. i - 4 r L .9 tul i ft F . ! - , -9 A _- - � - , , , - ! . I - lz�n-. , +2/4 ANCHORS (SEE SCHEDULE ON ,.=7-'-- smalsolloall) ­ 6 a - - T--�--I-r -r--l--l-r--f- 3/4, 4/5, 5/5 IT 6/5 , 2W/6, 3W/7 & 4W/7 0 6 .7- -r-r--r--­T--r-r-i--r , -- ,4�� - - __ I I �+ __ - -4--Y, !.____j ,1�___­ I v � /- _ j - ----- ;l 64-- - - LLI L, UN13OLTM PANELS _�� -� _ -BOLTED PANELS W/ 4Y40-200" S.S. N.S. BOLT W/ 0 EA, OVVTLAP (SEE SECTIONIS AS /I I (SEE SECTIONS AS APPLICABLE) APPLICABLE) I I -.1-1-1-L.- __ �l --- I _* -- __­­L­ .1111­11­141- _____ ... ­ ... 1. -1- _tJl_Ll] I VA , __[ --- F i g t : i I , D.M_(�), @. _ - - ­­ ,] __ r ... v 'I Yl,/,.__� - J - --I'--'- -1] I 1 � / 11 i __� Ll / r . - '� I L - - i_1;1_!!��, I @O,u -, ill�6_e a __j - -'3* MAX r MIN. 2/4 Lp.,, /4, 3/4, 4/5, 5/5 & fi/s I' MIN. W/s, 2w/s, 3w/7 & 4w/7 ---ANCW.lRS (SEE SCHEDULE ON SHEETS 9, 10 &II)-----, -----I 61) ELEVATION ,14- MI- GAP 2-587, N.T.S. -if- IN w WILme -1 wou: WJILETI I SECTION A -A N.T.S, (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENORt MEN A POSITIVE KM DESIGN LOAD DETERMINE MAXIMUM PANEL LENGTH `L+_ FROM SaNIUDUU� GWA A NEGATIVE A.&O DESIGN LOAD, DETERMINE WXMUM PANEL LENGTH 'L-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL L04GYN 19 EQUAL 70 THE HU" DETERMINED PANEL LENGTH BErNEEN ,L+l No ,I-,. (3) SEE SCHEDULE SCUM FOR MIN. PANEL LENGTH FOR POROSITY QUALIF"TIOW I t swAumars wro wm An Lam To i 95 P.c MAX. A.%o, DESIGN PRESSURE RATING I . ; .. 1 .44167 wm Ilam MI 24 GAGE GALVANIZED STEEL STORM PANEL F.P. DRON Of, *: : ,:� . 1. , - * - I � '� r OF ��_ �� - / IILIECO,�,,c� GLOBAL PROTECTION PRODUCTS, LLC. 071v ^XN` tAit, � ,�� , I '-I,- &&=Z . WT. am%*.$ SITW PAW, ONMI)ODWE FL, M14 W_7Mk FIX, (w)"o-I'm . 20-175 - - I ON= � OWNING ". - . I V.-- I � . I -, i --- ,_ �_______�.�_ I .w . �. etxs�Tqlel P- __ 0w 3 OF 14' whowk­-Ju- -----,- A ___ INSTALLATION QUAILS FOR REQUAR PANEUD - INTO WQOD STRUCTURES � _______I A _T � , IT - I ,I,, � 'J_7v'F7_T_ - v -,,, , , ` ��, T-, , - 11 SEPARATION 11 __(D i I �:, F_ TO OLAS$ -- I � � i _rm M04ORS ',/ CE _ 4,4.- I : / (SEE SCHEDULE ON '0;�, _ 0 � ;. . __ ON SHEET 3) - I "I � t� (S .a� I _�� _a i i [---(�) . Q4�21�, I -,--' _� __ I . - . . .==Yk �__ 7-- _,� / " SHEET I 1) I - --l- , - �/ j � - �. I , � 1 / i I ��l We,m_l) I . ? '.I I ,-.-,.I "L, Noe" ' .' �%, / \ / �� ,� I I (;( I PANEL LEWIN ON / �, 2 =_� / ` �� - WOOD ANCHORS __ , , i (SEE SCRIEVOLF FW_ \ - - , I : I IN / i &__ - (SEE ScHeOva ON � -,gtl--- ON SHEET II_ FOR , F(�), AEG= ;? - 1� p 11 i 11 - LL /4* SHEET 11) I f-iii- I SPACER 0 / SL , VAY U Aa I ;/;,/ 4 =,�',lw ; ]1/2-i / ol t I "'7 , I L�--j I 47 " i I ­=_ _(j) OF "L* � rr -1, " L" . . I , � /!� x I . Z ! ."! I I WOOD HEADmi- -� ­_ _1 .)L 4 , - , . �, li. � I Ea Sl __ _� - I � � --- �, REQUIRED , - I I ; , / 11 , . I I I I [ /ixr, �- : �/ \ ;WL ,� , , ! I I - I i I i i / : . -!�� - - 4-�- � , . ED � I ��` " _�D I I � " , ­. "' � I � /I : . ! " , - i � _\ i i 12 1/Z' i � __l � 11 1 L@ I - MAIL LONG AL-. 1 1 `� I �i I 'ABLE .-A.-�.Ill � 01. (SO ,I ON i � - \l, 'SEE '� I NOTE BELOW FOR UMFIATIONS FOR I ww� , ! 1.1 I 1 1 ,�_ � � 1, I LONG I SWWTION ,, 1, I I/r sim, v 6x MAX ,� 10 GIASr. - ! PANEL LENGTH I i PANEL LENGTH ,� i ! 1 � j Hi I , 11 �,,, r_(SEE SCHOULE (SEE SCHEME I I (SEE SCHEDULE - ON SHEET ,�) i ON SHEET �) , - , , , --= � i 1 - - =(MATE FEMALE ID OR PANEL MATE I ,/.1-20.,. ON I 3) _- __l=__--L- I " I If � i SEE SCHEME ON SHEET I 1) I 1, r�­_­Vk.�.­_- �­+-� - S-1- ; I I ,� -, - ..?%&V 4 lt%�- I . ma I SEPARATION F_ Em I TO 1 2',4' W60 I a" r_Ir) , T!!!______i =N_O' PLATE REQUIRED �` S . I I-- � S FE - -10 I : I 1 DIRMT SPACER 1 � i 3) . MOUNT W/ a j �: * &VJWIVE 2Vr - L� �� L i i 1 ,--44 � SCALE 3/8.1' -01 I ! � � i - - I 11 I 1 '- � �" -,�.` 0 12 1/2- SEE ,TA I . II 1 sD% 1 I.- ., 'Al D.C. � 09��VOON SHEET 11 FOR MAX, PANEL LENGTHS & '_ I OVOON LOADS FOR THIS INSTALLATION. - �,� I i . I I or IL EG ll� _-, Ul " I 11 ". MAX� I I - ­-, - I : p ,�­ ---;pCO3i*= � I Pnl�---,7371- ". - _1 I 5 I ,,- , ,-- fl .- ",I�­ 2 1/2- .C. ! i L.- � � , I- ; . - 1__� P E10- , , _�, f- : ! 1� i N 4` i �l I 1, li !I - - WOW ANcHORS IF* 19L. i 1 __ '0011401140 Ii I �' -1 - 0, ST / iSTTJG - j � 1 , [ _7 1 1� � . = SPAIN fik MAN BE I 11r LONG C- L ,�-, t --�_ 11 � ,� 1 1 �. 1 1 �, 1 Sl:l.I= - �'11' � i , , I ! 11L 1, ,I i i � � !_ � 1 � � '�', I I I -_B_ SHEET It) (1) verm"A" 5 UW= 10 A ONE sm "I � I , ' I L-- U4 *xm I MAX WON Now "MW cm 6 A Am=%_AW I rk4' WOOD I I , j I I -'O. , ­---t­ � � I I 1 . I �� ft"m ma" amemy ammoom 00 maur ll� PLATE REWIRE " 11 I ff ,� LLL 1" � - ��,,�) �, � I I I N � I_ � � j ,_ , _ffloD ) " 11 _j'x4" WOOD "la 9- �, f , � '_ - LATE REQUIRED, I;Tbrww*S.Y`m=IO 14/4 _L ' �j STAGGEC .R/smD I 4�`� ll'_�) 140=10=111 )�.ZW.01.111.lZ=O.".T/kr".O.la , __ - ' ' ' 7 '� - SCHEDULE ON .� . (SEE V­ I =IVj4OU0MNG CONDITIONS ARE . ­ I � ; � [ . SHEET I 1) ITHIS 6 A IMMIMMIGN FROM 12 I1r 04. SPACING ALLOWS) ON � i � � j \ i I , saw 9). j, 1 1 1 i-, , , (1) M"m As mm PREssum MUM IS +w _40 W, (3) M&X Z4 am Aval umm a IWO To w a ANY OPENIN: I &� ONS 0 A MISINCTIMI FROM LARDER PAM ISOM MUM M __ v_____L (2) "VAN STORM PANS. LENGTH 0 WALL MQUNTING DIRECT MOUNT lKnEDULL SHEET ,I). INDICATED ON 7z. ALTOW06YE 2W (4) t TIr LONG SPACER tg�� =08= M IAS WALL MOUNTING 0) =..%%x%zw,,,s.%L SCALE 3/8-1- SHEET L PKIALLAIM ITS ONLY VAUD FOR WIND ZONIS 1. 2 AM 3 AS DEFEWRED BY AM Alaamm I w E-11106 se'"'Ne AND THE 2= CM EDITION) OF THE ROMA WALE 3/8- I' (4) !BUT V" OKY MR WIND sultaw COOL & 3 PER AM E I wil"It I L__________________j ,4 ,,,� j A, I ......:.11, I NOTE&. .. \�CFAI *% . ", PEN * %_ - FLORI BUILDING CODE (Man High Wfloalfty Hu cons zone) z .1 bm lum W_ Fl. WE EQR COMBI a; 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. =- : No. 44167 ". % 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.sl) AND PANEL LENGII-iS = *: . - OMAN 11", -_ - * . - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - . .* * == 07/"/gm COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 1',$% STATE 0, - / 11LIECO.. GLOUL PROTECTION PRODUCTS, U.C. I_��_ - - -am- INSTALLAMOk " '. ' 4= &W. 51 SPIM . . 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD ..�.ORID 050*210 DOME FL 333. 20-173 MEMBERS To BE SOUTHERN PINE No 2. W1 SPECIFIC z �;, Vw.%w ft-760, m v")m-vw . DENSITY OF 0;55 OR EQUAL CA-80mll :K:_�m � I - MI -- --ow ft -4 L�� =2 zu;� I I I I . A - �,- - -Y.Tej I � GUM& NOTES 0"jm�mmm lift sallm A r-2 (C) TO ExIsnNa ffm WN. 2mm WAM a - 0 5Lw,u" 1, STORM FANIM SHOWN ON THIS PWXTUCTpEmV5SGN OMPE. (P-E.D) HAS KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4*0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX, INC WITH THE 2020 (7th FORM) Of THE FLORIDA BULDING CODE. INS SIDRM PANEL SHALL NOT BE INSTALLED AT HIGH - #14- To PANELMATE FEMALE ID AND FANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTM.ICTION PRODUCTS. VELOCITY HURRICANE ZONES (Mum-DADE / BROWARD COUNTIES). - 1/4 '# LAG SCREWS PER N,D.& DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IWO OF THE MOVE MENTIONED COM FOR A BASIC "NO - 7/15'0 x 5/8* WOOD BUSHING , AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. SPEW AS REQUIRED BY THE JURISDICTION WHEFIE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTIONAUTY FACTOR KD�O.S%, USING ASCE 7-15 AND SHA41 NO EXCEED THE MAXIMUM (A,SO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANET-MourE PLO$ 1 0 ItIRU 12 & 17, 18. AND P= FEMALE 91 W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESION WIND WADS DETERMINED PER ASCE 7-16 SHAIL BE FW67 REDUCED TO A.S'O DESIGN PRESSURE RATING BY MUCTIPLYING THEM BY 0.6 IN ORDER TO COMPARE IMF W/ MAX. (OLS.O.) Cl) MINIMUM THREADED PENETRATION OF INTO THE WOW FRAME UNITY SHALL BE I 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3 , 9 THRU I 2 & 17, 18, PENETRATION INTO STUCCO SHALL BEt= AS PART OF THE REGOUIRED THREADED PENETRATION. IN ORDER TO VERWY THAT ANCHORS ON THIS P.EG. AS TESTED WERE NOT OVER STRESSED. A 33S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. PAST04M SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS GRAWM ACCOR . . ' STORM PANEL'S ADEQUACY FOR IMPACT AND VAND RESISTANCE NO BEEN VERIFIED IN ACCORDANCE WITH SECTION 16M.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'. i/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG M"Mum THE ADM MENTIONED CODE As PER AMERICAN TEST L45 OF SOUTH FLORIDA W20RM 101514MI-01 MO II0219,02-0% AS SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WITH NO STUCCO. PER SSID 1 2-99 & ASIV E 330-M STANDARDS. AND AMERICAN TESTING LAIS SOUTH FLORIDA REPORT #112301-10 AS PER TAS-ZDI AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF INC CIS) IN CASE THAI PRECAST SIONIE, OR PRECAST CONCRETE PANELS, STUCOD OR WOOD BOARDS BE FOUND ON THE On -MO FLORIDA SUP -DING CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO RE604 THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1), C2) III C�4) 2� ALL ALUMINUM EXTRUSIONS TO BE 5063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)� SEE SHUT 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMMATION5 MO SPECIFICATIONS OF THE ANCHOWS MANUFACTURM S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY 8. PANELS MAY ALSO BE INSTALLED HORGEONTALAY FOUDWM INSTALLATION DETAILS SHNN ON SEMN I THROUGH 0 (SHEETS 4 4. ALI, STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-053 GRADE, 60 MINIMUM, G-GO GALVANIZED THROUGH 5) EXCEPT THAT HEADERSO & (D SHALL NOT Or USEO� STEEL DESIGNATION W/FY­ S22 4w (MIER ROULED). S_ rr SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERTY IRE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS To BE STARLESS STEEL 304 OR 316 AM BERES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 04M ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS, 50018 W/ 50 W YIELD STRENGTH AND 90 k.i TENSILE SME09TH AND SHALL. COMPLY W/ FLORIDA BUILDING CODE SECTION 2411�3 .4. III. EACH REGULAR STORM PANEL WITH LENGTHS OVER W. As PER SECTIONS I, 2, 4. 5 6 AND ALTERNATIVES iw 3W & 4w ON SHEETS 4, 5. 6 & 7 WSPIOCTNELY: SHALL HAVE A LEGIBLE AND READILY VMISLE ��&C INSTRUCTING OWNEA'OR TENANT 'TO 5 8OLI'S TO BE ASTU A-307 GALVANIZED STEE3_ OR AISI 304 SERIES STAINLESS STEEL, WIN 36 W MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERICOS OF HURItICANE WARNHNG� 7_ ANCHORS TO WALL SHALL RE AS FOLLOWS- 11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EWES WHCH REMAIN IN COMTNUOUS,CDNTACT WITH THE BUILDING TO PREVENT WHO/RMN INTRUSION. (A) V_EXWVj%_eQURW_CQW8M 1/#-0 TAPOON ANCHORS AS WANUFACTURED BY LT�W. SULOCK. INC. (Min. rc-3192 p4l) 12, STORM PANEL (IISTALLAIRM WALL COMPLY WITH SPECS MOICATED IN THIS DRAWING PLUS ANY BUILOING� AND ZONING REGULATIONS - 1/4' 0 . 7/8' CAIX-­UN ANCHORS, AS MANUFACTURED By OEWAI.T INC� PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. - 1/4'0 a 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY Co. 13. (.) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THI ENGINEER I$ GENERIC AND DOES MGT PROVIDE INFORMATION (Min. V-3000 P-4.0 SOMTE FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS FROM TtIE P-LO. - 014-10 =ELMATE FUME to & PANELWTE PLUS ANCHORS. AS MANUFACTURED BY E= CONSTRUCTION PRODUCTS. - i/4-0 ZAMAC NAGAI ANCHOR& AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION 04CLUDINC LIFE SAFETY OF THIS PRODUCT 1) VI NO DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT - A, MINIMUM EMBEDMENT OF WCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR VLCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY 1 3/4 FOR ZAMAC KNUN ANCHORS. (c) THIS PRODUCT EVALUATION OOCUWPENT WILL BE CONSIDERED INVALID IF MODIFIED, X2) QMX-tN At SOUD-Sa ANCHORS SHALL BE EMBEDDED 7/8' 000 THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTEDL 1/4' 0-20 SCREWS USED SHALL BE 1 1/2* LONG MINIMUM SHOULD STUCCO EXIST, (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A TIMM REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O JIM, ENGINEER Of RE0M,a,G%PO PROJECT AND WHO WILL OF RESPONSIBLE FOR 114E ,,a,;E BUT WITH WNG HUTS, PROPER USE OF THE OF AS A I TO THE P,E.D. ENGINEER, SHALL SUBMIT TO THIS ..r=O=. A3) 04 CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD SOARDS BE FOUND ON THE XISTIN ORS HA REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (e) THIS P,E.D. SO" WAR THE DATE AND CRICINAL SM AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMI BE AS MENTIONED IN A.Q AND IN A.2), ENGINEER OF RECORD THAT PREPARED IT. (8) TQIEWM CONCRETE 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCA70 ON A READILY VISIBLE LOCATION AT SmRM le 0 T PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING COM ONE LABEL = - /4- 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T� W. WILDEX. INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION T709.9.3 OF THE - 1/4' 0 x 7/r CALK -IN ANCHORS, AS MANUFACTURED Err OMALT, INC. FLORIDA BUILDING COUF_ - 1/4*0 X 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW. BOLT & SPECIALTY CO. - 0 I 4­10 PANELMAIr FE30AE To AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CON N P I IN - i/4* o 7AmAC NAILW ANCHORS, AS MANUFACTURED By DEwALT, NC, , ....... ...... THE Ft. 1) MINIMUM EMBEDMENT Or TAPCON ANCHOK ELCO PARELMATES AND ZAMAC MUM ANCHOR, 11 . BLOCK UNIT SHALL BE 7 111V. . I, . 0. . FLORIDA BUILDING CODE (Non High Velocity Hur one Zone)l 1: NM6m-44 7 '-. Ic 490,20 MI= W_ 24 GAGE GALVANIZED STEEL STORM PANEL I'm 9,2) CAEX-114 & SOUD-SFT ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. - Oft- a, I STUCCO SHALL BE PERMITTED, 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG 10140hum SHMD Dust. * . = wf== . AND I- MINIMUM MR WALLS WITH NO STUCCO. t-:� . '- - STATE F .' - - --- / IILIECOirm GLOBAL PROTECTION PRODUCTS, LLC- - A' " - ,;w - 'a PN`M. FL 33314 ' - az) IN CASE THAT PRECAST STOME. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU ZoRt ..... , TILL - � &w. 31 5.w 20-175 EXISTING WAU_ ANCHORS S-Al BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH Aft '. _= ... pmw D*4)6W­?H,L rM (W)W-V97 - .... - ANCHORAGE SHALL BE AS MENTIONED W B.1) AND IN IL2)_ '. ,S L -CA-0-00710 .! 00tAINVU .4 "ImNall I'm "w'"i"W/co" M�Fl om m- - . - . I .I. A. 'm � 1 I] 0-101M .Z,g I I � - - - - I - , _," ___ INSIALLATION INTO POURED DETAILS CQNCRETE OR FOR REGULAH PANEL CONCRETE BLOCK nt STRUCTURES - i!CWM POURED CONCRETE _-rW,G D TIL01"M CONG011 - CONCRETE ANCHORS OR CONCRETE BLOCK REQUIRED, '. CONCRETE ANCHORS REQUIRED - m -=ON - -� 1.) 714) (SEE SCHEDULE ON---V SHEETS a THROUGH to) a , r.,\ EXISTING POURED CONCRETE OR 1 I - I1r I CONCRFTE SUG�W 1. REQUIRED. --(I) _, PAYT , -, 1 �4� 1/4' Ile r2j�. ! TY . ,I c. " Mw ---".--- I � mm_-. ------- PS ---I I CONCRETE ANCHORS ' � ' � I I I � . i (SEE SCHEDULE ON ioz, i . - I . 1 I ___ ,,,- it", i I � . 1 , I � I i I I i i � I 4�, _(i) 1 i � i I --�) L (_�_W_ I WARATION �__ ! __ - ; , -c-E-A � I GLw MR ma 9 i I I __ , a 11 S ON w To & w 7-0 & I . I I i I � E.G. i � I ; "'.� � ... I I I I � F//V/,/ Ex -0-4 (.To ="--I = �__ -[_ "' v Met, ---",------ -I I 00 I 4EFT ___ - ___ __ ­1 � I I i i � I -, _-, - I PANEL LENGTH I (SEE SCHEDULE It imErY I i I I " ... '0 m.. i i I j ON SHEET 3) a � I i I PANEL v Me.. CLASS. i PANEL LENGTH LENGTH A (Z SCHEDULE - I CONCRETE ANCHORS I-- - _ ��_ �� ---. I] __ __ - I I it 0 ­ ��, I (SEE ; SCHEDULE (SEE SCHEME I I ON SHEET 3) (SEE SCHEDULE ON \ I ! ON sNEFT 3) _=!r !�= - , I I t � SHEETS 9 THROWN ID I I 5GX I � i I I ; i OF V � M19 a 1 ­T ! � I I __el I ; 41 t MAX, . 1 I kx OF 'V - t I : -.,@ - , I . ,,, - V41:1�, IT i MAX . I . I q- P/" '�Xmx/p I G. L lj-- i i I I I 1 I t � � � gm � / , � 11 i , i I 1. I I I . I - - I 6 E. - . � I I I ;__ ; I I I -I---- A@ I � �� � ! j V/z; - f � � - ANO I i ! EXISTING POLRED � I OR I I 0 12 11r aC � i- I I (AS APPuCASwl i � .... -PM, CONCRE71 BLOCK I I T ) 1 CONCRETE ANCHORS I I � __ S.UlX m So" ON fi� �, 1 i I I W/ mur --co-Itol-) I.PrIM9" REQUIRED. . 7 ______I____I I (SEE SCHEDULE ON %mm 9 TARQUGH 10) __�?=W - 1* mi., - - f w/molo .m. som SET III CALK IN ANCHORS , - I __ ; _1�� i EXISTING POURED CONCRETE ARE WHEN '__bR CONCRETE BLOCK Z_ ze .. T.i ALTERNATE CONCRE1 ,C 0 POURED CONCRETE � CONCRETE ANCHORS 1 ARE USED. REQUIRED, CONCRETE SLOOK REQUIRED. =MMULE STAGGERE6 W1 STUC ON (SEE SCHEDULE ON SHEETS S D+WAH IQ) S14EETS 9 THROUGH 10) BUILD-Oliff JOWaING lWali-L WILE 3/fim,. M&IM NG SCALE 3/8-1- WALL MOUNj!&0ECT MOU SCALE 3/8-1* ,AUll I#" ft O..., : !14 4 ..., , , 1 E '' .� - - FLORIDA BUILDING CODE (Non High Velocity Hu One Zons)l FM - EDGE DISTANCE ha FOR : z : : = * = *: I 11 , . it 0.44167 1- = * I * 2- _!!!�­ tam WTI= W_ 24 GAGE GALVANIZED STEEL STORM PANEL ____ IL ECOtme. GLOBAL PROTEMN PRODUCTS, LLC. to. DAWN W., *?/V/2m TAM. (SEE ED SHEETS 9 & 10) TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY . - ' 0-'_ _.... - -1 - , "tO DI' * " *V ��� - _ - 51 STREET 001_!.titt.tm� G`W& FL. =14 = P"ONED. - � 'r. (W)ON-75% M' 0154MINI-97117 n."Mm 20 -175 INSTALLKFIM -'If.,Jllw..l __ �; __ - __ opa" w: %w=;;;;�9, - nN me-= i A I I . 3g� F 3NIXT 4 OF 18 - INSTALLAIMN DETAILS EQR REGULAR PANEL In INTO WQOD - I - ALTERNATE LEG , " " f ego, =-MEXISTING WOQQ..--. ` --Tli--F-! - 1--U.-ATION SEAM ED. STRUCTURAL I V �/l ,�17V'1_7-1 // / . / ADEQUACY OF EXISTING WOW I . �l �� - 'I t, ri nrlwftfw KNERWAN UK 1/1, I �:, �� �/ ,@ ARCHITECT PRIOR TO SHUTTER ' > < 1 OWAUATIDN. "�� I --V= ANCHORS (INI.W11 WOOD.r�l -IV, I n � I" ml� - (SEE SCHEME ON LE v . , I Clwo.rol �1/ I i --+E / SHEET it) SHEET IT) - .- . - V suL us e/ mur �l i I /27 � 11 - ----- 7 - - 0 IT I r ac. 1 1 . / r3a , 1/4' I MAX. WOOD HEADER k, i .?Z- - ! I __ I REQUIRED , -�,7 +', = A =-q (�>­ i i , I --lw WAD 9XIS i r � ; e 61/4 Wow "A - I HORS � /`� \ /2 � 1 I � I i (SEE SCHEDULE ON �-'. / I � \ I MiY. i \ I � I 10, i � �_ , 1 __q) 4 EPARAITON TO Oi (a) I I ;1� I I i i 41 =5.lF i ". i It I i I ON SHEET 3) -­ __VFAXE�9 - WM SEPARATION TO CLASS, -L- MAX. I (WE SCHEME ON I 1 � __� It 4/-�&I I I _-j PANEL LENGTH I EM i (SEE SCHEDULE Do I �� I ---I i ­ ­ -, f I 0= i I - I-- ? , I t I I ; I ! 1 __(�) i I F______ I I 56X ; I OF *L � i 0 i � I I OF 'L* I r Mo. I i i 1 MAI � i '. (�)-, V_ _@ � � -11.1 .1', I �,- ! i __ ,__,_,__j . -1 I I ,-I 0 12 1/2 D.C. j � E6- I -,, _-, I i � 'I I I I- NO Fl I ALLOwayl- I I ,�� " i L_ _ _ ED O, I ::�� 1 _/41�/ Q � I _,____A___j ,_ ­1 1. i , I , . a- - � ! h " 't � __ . - � i I ;,� ,, ; 1h �, I I - WOW .1. - , , ; _27m 2 WwDPwE _______7_ DECK REQUIRED - __+_�_2 � t L jj� -L I REWRIED , � _ l'-w ANCHORS WOOD ANCHORS I I - 7 � � SCHEDULE ON ISS, -��- q�L_ V141 ____ 'L i 1 1 \ � SHEET w ) t i ."�,, ) _.- I , ; � I I I , " ­ I 1-1 - DU - Mlil. - I �� . -2 - - 1%,_1 CEILING AND, ELQO MOUNTING 9UILD-OUT MOUNTING . ALTERNATM 3W ALTERNATIVE 4W SCALE 3/8-1, "ll"Ifff SCALE 3/6-1- '. /p FK �� , ,:��,,, ,tf� .-` \�CEN ...�f ,. ,v � N NOTES: ,z . NOTE EQ9 MMENATION: OF -SECTIONS' FLORI BUILDING CODE (Non High Velocity Nu cons Zone)] . 1. INSTALLATION ARE ONLY VAUD FOR MAX. ALS.D. =*, - , IT . w . , I.P. **c ""Ne '"To", " * , TOP & 807TOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS STATE OF -' ff 24 G04E GALVANIZED STEEL STORM PANEL DRAWN BY. TO SUIT �t4l_"'_," COMBINED IN ANY WAY ANY AS PER SCHEDULES ON SHEET 3 ...'57 z I 1:11 , - WSTALLA ...... ­ F OR NEW WOOD FRAME CONSTRUCTION: WOOD �., � I ------ MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC � , __ - 11LIEC0.61C. GLOB& PROTECTION PRODUCTS, LLC. "'WIT" � li6 I v i I 4WD S.W. S ITIMSET 7111.7�=� - __ . DENSITY OF 0.56 OR EQUAL I Y'll"ItIll - UNW)MMI-76M IXX� (634)690-10117 1 ; - F-k - 11 owwwa m. P. -n-! on "m -- 1 - t- 39mov , , , . I I I sm 7 w is I _+­P (3) (3) 1 C_ -0 Q) - > 0 . 1 � :3 _0 " a) (3) L_ 0- CDL = 0 0 L_ = -&-4-, m 0 -0 a) - a- U) - a) -t� (1) -0 0 0 -0 -= -0 C: 0 C L- C)- -2 C 0 (3) ?: m 9__ 0 -0 4� M E: L+_ C) m > U) U) .- Q) Cl) L_ -6-0 M L_ CL C- � - m -0 ,+0 .0 m U) C)_ < 74r ,,L,d 9 I r pr Tr r 5; = g 0 1�- C I- CL u 01 IN CLM " " x M LL s Q_ I C7.12 C14 -:r I. -0 o L_ C 04 C'� -C %u (=> M :3 04 2 :I- < = (D (1) , �4_ = a) w C . , a e- C: I p: = < " -_ I .1 0 :� m 0 I- w m . . , . :�-, 0 a) U) - Lj ! 5, .- 111.1 (1) _CL � -0 X E <1 � c Cn 0 0 C C.) ,,, I . - CU L_ ­ 0 > FE 4? ui C/) I- . L. (3) (D a) _C_ -+-a U) m > 0 L_ CL I < a) -1--i 0 = =3 -0 m 0 L_ 0- 0 a) I L. . U) m L. co =3 LLI :E < :E lz < _j 0- I SHEET NO. SH 1.3� END CLOSURES DETAILS EQR INSTALLATION IN POURED CONCRETE, VALID CONCRETE BLOCK OR WOOD STRUCTURES; FQR REGULAR. LIFE SAFETY & E—Z HANG STORM PANEL (D SYSTEMS OR F-CM & rXe WOON FRAME H-14 OR AULOY CONT. AUXUL-IN REOVIRED V40i 1 3/4' MU o"N I Z� 2 1/2 TAPCON 0 12 2" OR 2.4- WOW FRAMiF�j POURED CONCRETIL /0. 1 3/4' TAPOON /2' REQUIRID CONCRETE 8LOCK 2 ll, 2*", WOW FRAME REOURM 4� Ile _j ARIV VARIES 2' r r OR ar mu. I PLAX "Oil 2- . ­7 31 14 REOLVNEO ALLOY 2 11r 7 11 ILL ­4; - 4'14.07r 114' BaL I 0 12- me. 05-1, 0063-711 ALLOY W1410"a COOL. AklM ANGLE CASE A (PLAH) CASE 8 (PLAN) CASE Q -CASE D (E SCALE 1/e-1' SCALE I/e-1- SCALE l/e-i' SCALE 1/4�'-I" SOUID,SET OR CALX--M OR MOD PAMELMATE 11FEMALE G TM AT IT AND IM POLIRMO CDMCR OR -U'Wjw' I PAMELMATE(r (MIN. PANEL OONORM OR 2"�e WOW som or OPEN04 SCHEDULE r", WOW FRAK REOLARE) AS APPLADMILL to* 11) r OVERLAP BEYOND 61 AWL & OPENING ODIN) MOLWD �Jwm Ideaum T3je V.. - 1­4 Q) ORI) VARIES FIRM & .0 -(DREAR W4.= PARALIAL TO r M. 1 0 PANEU TLO. DISTANCE '000"I"m CASE G (ELAN) 0 "It SCALE I/e'-l' VAUD FOR DRECT MOUNT INSTALLATION ONLY & CERTIFIED PANEL INSTALLATION AT WALLS W1 SURIFACE LEVEL VARIATIONS WITHIN 3/4" N0.44167 FLORIDA BUILDING CODE (Mon High Vetacifty Hu cano Zone) CASE E (P CASE F (P `AXA ML= W_ 24 GAGE GALVANIZED STEEL STORM PANEL F.P. SCALE 1/4--1 WAU I/e-I' emw W. 07/27/am 11LIECO GLOOK PR=cnON PRODUCTS, UC. 4510 S.W. 61 STREET, Met 16:141ta.,AAM, NOUN. FL 33314 PANIC FAX (05009-fW 20 DRAWN ft mmlilpv- 4 a A, a MAXIMUM A.S.D. DES1fiN PRESSURE ING (p.s.f.) AND CORRESEODING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR MRM PANEL(!) INSTAUATIONS INTO WOOD STRUCTURES WD ONLY FOR PANEL OMSTALLAXIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS e a, 7) MAX. A.SC� DESIGN PRESSURE RA,nNG MAXIMUM ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 IN 7 APPUCASUE To AVERMAXIVES ANY AZMAJION or THEM MAXWU FANU LENGTH 00 TAPCON LAID SCREW PANELMATE FEMALE ID PANELMATE PLUS Yam BUSHING j713 13, Ir 13' 13" 13" Ir 13, Ir 13, 1* (BOTTOM) 6 1/2- a 1/2, 6 1/27 6 1/2- 11 1/2' 2W CTOP) - - 6 1/4" 12 1/2. S Ile PIT (Stfftl) OR 1. or 3W M LESS w w r IN. So MOTMM) 13* Ir 13, Ir 4w (TOP) +45. -45 OR LESS -Ir Ir 13" Ir 13' ir 4W 13, 13* 13, 13, 8 1/2' Ito IMF) ir 13' Ir 13" Ir Ill (willem) 6 1/2- a 1/2, 6 11r a t/2- 5 1/2. 2w (TOP) - - 0 1/4, 12 1/2- 6 Ile 2W (WITM I > �1/2. I—e I a I/Z" 5 1/2' - p" (Tw) To 1 V-4 4 1/2, 4 !!L2" 7- - 3w 10 112* 9 /2; 12* SEE TABLE #1 FOR VAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTMWE 2W ON SHEET 6 1 MAX, XS.D DESIGN PRESSURE RATING MARISKINI AWA40RS SPACING M M - AS SHOWN ON SHEETS 6 At 7 AFMCABUC TO ALTERNATIVES # & ANY COOMFBIT&HOW" ]MAXIMUM PM41L LENGTH 00 TAPCON LAG SCREW PANELMAME FEMALE 10 PANEL"TE Puts WOW BUSHM Ir 13" 13, no MP) 14' 13, 13, Ir a' I IN (mm) 1/2- 6 1/2" 6 1/2* 6 lIr 8 I/z* PIN (TOP) - - 6 w/e 12 1/2. 6 1/4:. 2W (Wff.-) 31-01 — 7" 7 1/2* ar Ir 3W (Top) OR LESS 7 11r 1. a"— a. 3W mmm) 13* ly 13, ir Ir 4w tw) >+45, -45 To +75, -75 Ir 13, 13' 13' 13" iw- M0704 13, Ir 13* 13' ­­T0_ -Iw-zw)- is* Ir Ir ly 6 ile I IN (BOTTOM) 0 1/2' a I/v a 1/2, a '/21 6 1/2' PIN IMP) - 6 Ile 52 1/2' IT Ile - (ml 4 1�2* r 1 7 1/2* 1 7 llr - 3w (w) r-s" 1/2- IV - 3W r 13" 13* 1 TV le 4W ONION) SEE TABLE #1 FOR MAX. A-S.D. DESIGN LOAM & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERINATE 2W ON SHEET 6 1 TABLE 41 A A.". DIESION LOAD WAXIMUIM PANEL Lmm 40 PSF OR LESS 61-8. > 40 PSF TO 50 PSF W-2- > 50 PSF TO ISO PSF 5'-10'_ A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE g;LE ID OR PANEL MATE PLUS ANCHORS & W/ F, MitAQ 1/2* O�C. INSTALLAIIQN DETAILS FOR UFE SAFETY EANEL INTO POURED CONCRETE 08 CONCRETE OLQQK STRUCTURES 1/4-0 TOCON Lm 1/4-0 TAPCON -g"NrO POURED --- 9=wO ANCHOR 0 2 04. 1 ANCHOIN 0 r D.C. "METE OR CONCRE It BLOCK 111L CONCRETE BLOCK 1/4'0 IMaNt ANCHOR 0 12 A. PANEL LENGTH III Vr w SEE SHMM 15 IN 10 MR ANCHORS I'Ift & SPACM MR INSTALLATIONS INTO WOW FRANK GRAORM MOM" ANCHOR SPACOM AM MM" ONCE INSTANCE ARE IMCNATED ON THIS SCHORKE FOR M LESS THAN mcwtv ON ="Lqz Rmm Nam SpAcom BY MULTIPLYING SPACING 94OWN ON 304WULE or THE FOUSANNO FACIVAS. FORTINS OFMIM ill BE POSSIBLE. REIRM SAACIAKI OBINAIED USING REM SMALL HOT WE LOS THAN WOMAN SPOOM MrD470 MR ECH ANCHOR TIPE ON THIS SONEDULE. Nam" "m VPM P-110MAX Flat; W&AAL MMO WNW 1U4 3 3 3 3 t/2 Mwo. am assecit OLN "am 0.311 ___2 r olto 1 3 yr EXISTM I CONCRETE CONCRETE REOLARED. 1/=TE (S. WALL MQUHTINGS SCALE 3/a-l. *L! MAX PMM LENGTH (SEE ELEVATION ON SHEET 12) CODE MAXIMUM A.S.D DESIGN PRESSURE RONG AND QQRRUf!QNQ1NG MAXIMUM ANCHOR SPACING SCHEDULE FOR GULAR RM PANIEL n1INSTALL WCRETE & CONCRETE BLOCK STRUCMES (muo, ONLY FOR PANcL&NsTALLxrIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. A.!5�0. DESIGN PRMPE F?A'%G MAXIMIUM ANCHORS SPACING FORNIN FIL PUT SCHEDULE BELOW * TO a L, L - V Asr v 00 MAX AS.M DESIGN PRESSURE RATING (P.cf.) I MAXIMUM ANCHORS SWM FOR MIN LO. PER SCHEDULE BELOW APPLICABLE 10 swma MAXIMUM LENGTH v 00 v_r OR LESS WCON I SOUD-SEr w ZMUC-NAIUK CALH-410 TAPCON $"-SET POANLE 0 1 ZAAAC_"U" & INS cocmm W ,* PAN-- ---P- Ac omcrwmt camaNVION to OM!E All, amm DOMINION 10 NNINCE COMMEM TO OF THEM 1 (TOP) +45w45 LESS 13, 13, 13, 1 Ir ir 13, 13, Ir is* Ir ir ir I Cleo) OR LESS 1 TO +65_65 L_ Ir Ir Ir 13, Ir is, Ir Ir Ir Ir jr 11 1/2' ly Ir Ir 13, Ir 13, lar Ir 13, ly 13" 13- 1 (BOTTOM) 13, Ir Ir Ir Ir Ir 13, Ir Ir Ir 13- it 1/2. 1 (Beirmu) Ir Ir Ir IY Ir Ir Ir Ir Ir Ir Ir ir 2 (TOP) Ir Ir ir 13* Ir Ir ir 13" Ir 1Y jr 11 1/2' 2 (W) Ir ir 13' Ir ly 13, Ir ir 13" is" 13" Ir 2 (oun0m) 13' Ir Ir Ir 13' IY 13- IY Ir IY 13- 11 IIZ- 7 Ir ir 13, ir Ir Ir Ir ir 13, 13, Ir ir 13 (top) Ir Ir Ir Ir Ir Ir ir Ir IY tr 13" 11 1/2' 3 (TOP) - - 12 IlY 12 l/1' 6 1/4' 6 114" 12 1/2' 111 ilr - - 6 Ile 6114- 3 /,I. Ile 6 Ile 72 1/2-12 llr 6 Ile 6 1/47 3 (SOTRAO r r r Ir a" Ir w I r v a- i-I-Ir 4 CmP) 8� 5 1/2* 6 mr S* 7 I/Y a* or r a- V It! 4 LOSOM) a" r 4 (90"OU) 13" Ir Ir 137A 13. Ir Ir Ir is, Ir Ir 5 (100 Ir- 73-- Ir Ir Ir Ir Ir 13, ir Ir _73-- ir —Ir I 1 1/2,15 ­TI1r Clem —wnw) Ir ir Ir Ir Ir ir ir 13, ir 13" la, ur s (wriom) 13, Ir Ir 13* ir Ir ir 13- F_ -i- I F Ir 13' Ir Ir ir Ir Ir Ir ir 13, 13, Ir ! Ir Ir ir 13, Ir Ir Ir 13, Ir Ir Ir 11 T/2- 6 (top) 8 1 le 6 1/4" 6 Ile 6 1/4' 6 Ile 6 4/4' 6 Ile 6 1/4' 6 1/4' 6 Ile 6 Ile 8 I/e 6 (SCM-) Ir 5 Ir 10 1/2- Ir 7- Ir 7- 7 1/2 5 1/2 ir 4 llr I (TOP) -TO' tr w Ir Ir _ Ir 8 1/2- ir 6 1/2- 0 llr 9 1/2" 13' 5 11r I (W) I >3,-r To _j ir 7' Ir I Ir Ir 9 1/21 13" 9 1/2 10 1/2 7 1/2_ 13" r IT ( 13, 7 11rI Ir 13, ly to, ir- to' it' Ir ir 6 1/2* 1 CBMTM ir e Ir 1401/2- 13" Ir 13, 1, -1 1/2 S 1/2 la- 4 I/V12 (top) 1 Ir IN' I Ir Ir 13" 8 llr 1 13" 8 11r 9 11r 6 I/V 13" 6 112r- 2 7- ir I Ir w 9 1/2 Ir 19 1/2 10 1/2 7 1/2 ir It 1/2712 (BOTTOM) Ix 7 1 13' 13' Ir IT ir I to" 1 11, Ir -13, It lIr 2 (aamm) _Ir Ir 1. sr I ly IY 2 1/2 Ir 1 1/2 10 1/2 7 1/2 ir 6 1/2" 3 (TOP) Ir 1 I�T _L 3L, 13" 13" _1,0 __III_ to" it* w Ir 6 1/2- —1/4- 3 (TOFJ 12 IIVI12 1/2� 6 Ile 6 Ile 12 1/2' T i/e _110 3 (.04 12 11r 12 1/2' 6 1/4- 6 Ile Ll I/v!L!jT a 1/0 1-e s mailaw 7' 3 1 /2' S' e 4 1/2' 3 4 (YOP) 7 L/2 r W 8' 7 e 4 4 llr 3 1/2 T/2' 3' 4 (W) e - 5 1/2' 7 1/2' _' 4 (WFTOM) r r --- or - - 5 Ile - 7 1/2 - 4 (BOTTOM) I.,F- _7' S. Ir ly 3 Ir 9 1/2' ir 0 1/2' 10 llr 7 Ile 13' v 5 (top) Ir a I/r Ir 13' Ir 10' Ir Iw IT' Ir __2 ' /2' i (TOP) Ir 7- 3. ly Ir 3 Ir 9 1/2- IY 9 1/2-10 1/2' 7 1/2- Ir 6 1/2- 5 1 MOM 13" 1221 Ir 13, Ir IV Ir Iw It* IT i/2" i MWOM) ir Ir 10 1/2. 13' n 3' !_ r 7 1/2' 5 1/2' ir Ir a I r I!rlo 1/2* 8 1/2- 6 mp) 1 418 114 'IS F_ le It liel _ 1 1 - IL4 6 1/4 16 4 1 Ileill 1/4 ilel :=- Is 6 Ile 6 wm.-) SIX SW 11 FOR ANDHORIT NTK AN SOACINO FOR INSTALLATIONS INTO WOOD MINE VAUJINGS, UNARM MOM VACONGS NO WO" EWE INSIONAM ONE 90"M ON ME SCHMM FOR LO LM THAN ManD ON SCHENUPLE REIRM2 ANCHOR SPAM NY ME&TAYING SPACM SHOAM ON SCANXILE BY THE MLMM MTW& FOR THIS, OPERATION 70 K "MaE, ROMICED SPACHIG OWENIOND LISNOT FACTOR SHOLL ACT BE LESS THAN AWO" S"CW IMNWC1 FOR EACH MOM TYPE IRS ScHimmE. ANCHOR TWE I/e. 1/4-0 1 /r. 1/416 /4". i/ow 120-00M UNLIN-447 "%0." VNOAC-NMUM CALK A NO" ANCHOR SFVK3MO 01m.) 3 3 3 a '127 21/2 mwmwmtm r 3 3 T/r 3 PWAMM AMML OW MOINCE &4) FACTOR ----------- 2 vr I —No + V" W+IEN SFW-ACER IS IUSED #I FOR �U;X. TA&D. N S�a WS MAX PANEL I WH S USED. _j Asm. DESIGN WAD �Mw PANEL LENGTH 40 PSF OR LESS 6,-v * 40 PSF TO 50 PSF W-2- * 50 PSF TO 60 PSF W-10, a MAX PANEL LENGTHS ARE ON�X VAUD FOR IWALLA.TIONS W1 SOUD SET ANCHOR$ & W/ " SPACER Al 12 1/2 O,C. (SEE SECTIONS IN ALTERNAffIVES ON SHEETS 13, 14, 15 *16) r MAX R-IA/13. R-2A/131, R-SA/14, +R-18/13. R-20/M 11,40/14. 31 MAX F*R-IAW/15. R-2AW/15. R-3AW/16. R-18IN/115, R-2BW1V% R-38W/16. I* MAL 0 0 0 0 0 or h. SS. BOLTS W419. _1/4%2%;PANCL LENGTH MAX. Oym 7-6.) PANEL LENGTH �R UL47 slow R STOR"m PANEL W-W 0 I'm PANEL (W/ OVERLAP -4 --- --------------- MEL 7'-a' & +50A -$N,o P..f. "J t �Nlo 0vmAP AID pmaL UNM F---- A USE 2*-W Met. PANEL LONOTH AT ALL trUMnNW AT EAL LL V2 i i r 0 _T --T---- 14- 1" 0 LIFE SWOM-1111 AN BOTTW CORNERS t4 P EL 0 D.W(�), or (�4 ,[;E! EMBIOR L WING WT AT LEFT Pmfd.-- RIGHT a t INSTALLATIONS 0 SPEED UP 10 1 RPANIL I: R-IA/M R-2A/13, R-3A/14, -29/13. R­V/K R-18W/15. R W/115, R-20/15. R-3AW/15. R-28W/15, R-39W/18. (SEE S=cm & ALIERNATIVU ON SHEETS 13, 14, 15 ANIO)- 1/4' MAX� CAP UFE SAFETY STORM PANELM1 EIRMAJ108 (t) -7f- SCALE I/e-l' REGULAR REGULAR `0 2.687* STORM PANEL (w WIR!� �.t WA)LE Wum STORM PANEL 'I --- ------- - I/e 4 LIFE SAFE PANEL FLORIDA BUILDING CODE (Man Mg � I.- J*J cons Zono)l A tom lwum AX, 24 USE GALVANIZED STEEL STORM PANEL ANSI ft. =R108 GLOUL PROTECn 07/V/Uft Z-=- Z-1 ON PRODUCTS, U.C. ML SECTION A -A III STREET FIL 23314 SCALE 1/4--l- (W)M�7304 FA: (04)6*-#W 20-175 I - . I NALM A. Lpz am IN ar is Bale in INSIALLATION DETAILS r?)l FOR UFE SAEEIY PANEU, INTO WQOD STRUCTURES T7 v V_ �'] WOOD HEADER _ "40 TAPCON TAPOOR R 4 9* O.C. TAPCON ZHOR 0 V D.C. T -=CRAn Ox� 7-T A F-4) A AMR. MAX. t/4 27 Min T 77, 1,z u flu VZe_�-@ GLASS "J­ . EX am A ------ 'L, W.. 9 CLASS It .- I v im. PANEL LENGIMI EXISTI i / a -An MAX A PANEL LENGTH PANEL LENGTH J, (SEE ELENAWITCH ON sIw 12) ELEVATON ON SHEET 12) (SEE QIYATION ON DUET 12) ON 12) V min. I 4 MIm. II-SEPARATIO14- 1 10 GLASS. K L/ A­ GLA-M 1 6 * 'Ir --f V2 1,T cz I I 7 Je, l.O� _4 I If aPLATE I A"o _I/,o TAPOON MON to - - 9* ox. PICUM d 11 V.4" WOOD - . . - - I&EM TE ST) stwasm" W/ STUD \ TIT-ffliquomp I elf Wm oc WOW LATE A L REQUIRED REQUIRED Has WAU-MOK P.. TFL 2 66LUVPPEW—FANEL 1. iNSTALLATIOIN ARE ONLY VAUD FOR A.S.0, DESIGN PRESSURE RATINGS (p.m.Q AND PANEL LENGM AS PER El"ATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION; IWOOD FLORIDA BUILDING CODE QLon High VsLttE!� Hur can$ ZOno)1 92= 100002. INC. F�. 3 o.44167 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN - J..% STATE 0 1101ECID in., GLOsk PROTECT" PRODUM, LLC._ lk 5 VFW MEMBERS TO BE SOUTHERN PINE No 7. W/ SPECIFIC 40RI'D Az__�qd,-m WW- 11TA14 20-175 DENSVITY OF OM OR EQUAL. PHONE. m4Wmq­75AN. FAA. (w)"a-m DRAW ". cA­Owp mmw- fix SAINT is OF to MAXIMUM A.S.D. DES10tj PRESSURE RATING (g&f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR- REGULAR MRM ANEL G) INSTALLATIONS INTO QQNCRETE & CQNQME BLOCK SMUCIURES (VALJD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAIL &S.D. DESIGN PRESSURE RATING (P�0.) MAXIMUM ANCHORS SFAMNO FOR WIN LD. PER SCHEDULE vm0W & MAXIMUM PANE LENGTH L (ft.) MAX. A.S,D. DESIGN PRESSURE RATING (P..t.) MAXIMUM ANCHORS SPACING FOR MIN U� PER SCHEDULE Sam APPLICABLE to MAXWW tam" (11.) 1APC6N SOUD-SET PANUNWE I FANEUNIM zM"-mNuH CALX-IN TAPCON SCUD -SET PMELMATE FEMALE 10 I PANIELMATE Rus IN #, OF THEM To TO ma-wrzj Y0 , Gew""C" OF THEN To ON To 1EAl, I* m"W", j& v Comm= M 70 am"Wo TO >+45, -65 TO +75-75 Ml"_ 13- ir Ir Ir 13- Ir Ir 12, 1 Ir I To* I Cw) OR LESS >+n -75 70 +1114-11" Ir W 13, Ile t/r vr a lIr Ir 6 1/2* 7 t/2' 11r Ir 4 1/2- 1 (YDP) ONT Ir Ir ir ir Ir Ir ir 12* 13- la, I (BOTTOM) ir 6 1/2- Ir Ir 13" r 13, 1. I to" 1/2" ;1. w I (sanaw) 13, 1 111 Ir lr Ir 13' 13' ir le' .2 (TOP) ir s* ir to 1/2" ir o 1/2* 1 r 6 1/2' 7 1/2' 1/2* Ir 4 1/2' 2 CW) it' is, 13 1 - 13, is, 12* Ir IV 12 (ODTIOM)l _tr Ir 13, 13, Ir ly Ir Ir 13, Ir 13, IV 13 MP) Ir 7' Ir Ir 13' 9 1/2' IS' 9 llr to i/2" 11r Ir r I (TOP) -it* 12 1/2"12 1- . . 1 1/2, - 5 1/4' 6 Ile 3 (BOTTOM) - - t2 IIV 12 1/2' 6 Ile 5 Ile 72 1 5 Ve - - 6 Ile 6 Ile 3 (SCOM) 8" 8* a' Ir 4 1/2- 4 CACF) r 3" W 5 1/2* r 3 1/2' Ir 4' 4 Ile r 6 11r 2 1/2* 4 (VOP) r w r S. !-Ile - 7- - is lIr - 71 - 4 (SOT") Is, IT' Ir Ir - T---T— ir ir ir ir ir IN- ir to- s crop) tr 6 1/2* Ir Ir ir v Ir w to, 7 1/2-1 13, 1 r 5 (top) Ir it' Ir Ir ly I 73- -Ti;- - ly 13' Ir I r 101 5 (BOTTOM) is, 7* Ir Ir IY 9 I1r Ir 0 1/2* 10 1/2' 7 1/2" Ir V 5 (WITUM), Isr, [7 it. Ir Ir Ir Ir Ir Ir III ir Ir le a (w) Ir 5. 13, 10 I/r ir 6 llr Ir 6 1/2' 7 1/2- 5 IIT 13' 4 ll:r 6 (w) 6 1/4' 6 1/4' 0 I/e 6 I/e 5 1/4- 6 Ile 6 - - IS Ile 6 Ile 6 Ile K 6 1/4- 1.�le - — - 6 1/4- 61/4- 5 Ir 7 1/2* ir 13, Ir le ly IV it* 13" 8 1/2* 1 (TOP) TO 13, 1. Ir to ll:r ir 13, s 117 7 117 7 77 13- 4 1/2-11 (TOP) >V-r TO _j IY 7 1/2' 1,.- 13' Ir 13- 10 'Ir ! w to i/m yr] ir r I (BOTTOM) - 6 'Ir Ir 9* - 9" to, 7 I/v Ir IV I (BOTTOM) I r 7, 112' 13" ir Ir %0* 1 w IV III I a, 13- 11L21 2 1-) 13, 13, 10 Ilr 13, .6 11r. Ir 8 1/2* 7 llr 5 Ile ir 4 1/2' 2 (TOP) Ir 7 I1r ir ir Ir 10 1/2' Ir TO i/:P 11 IM 8' 3 : r T ii5ffiim) I r 7- ir 1 13 13' 1/2' 10 1/2' 7 1/2' Ir 6 1/2' 2 (BOTTOM) jr 7 lIr jr jr Ir 10 1/2" 13' 10 1/2' 11 llr I r r 3 (TOP) ir 7- 13, 1 $3, 13, 9 1/2, ir 9 1/2' 110 1/2"17 llr I r 4r 3 m r - 12 1/2-12 1/.- 6 Ile 6 Ile jj_!t� _V a I/e 6 Ile Twnom) - - 12 1/2" 12 1/2" 6 Ile 6 Ile 12 t/2- 6 1/4-1 - I - 6 1/4* 6 1/4' 3 (Be-) 7 t/2* 13 t1r '. 6- 7 1/2- A- S' 4 Ilr 5" 3 1/1 7' r VIJOR) 7' r a- a i/Y 7 F,_ 3 1 Ir A- 4 1/2- r 6 Vr 2 t/2' 4 (TOP) Ir 4 (wiffam). a llr It. Ir 5 1/2- r 4 ji&iW) Ir 7 1/2- IS' 10 1/2' 13' r r S crop) 13, 5 vr Ir ir ir Ir S' IV 17 1/2' t (TOP) ir 7 lIr ir ly Ir 10 1/2' IY 1 1 ". IT 1/2 3. I r 7' 13' tY I r 9 1/2' 1 r 9 1/2' 10 1(2 -17 1/2" -T;r- Ir 7 1/2* 13, 13, Ir 10 llr Ir 10 1/2' W 13" �i ir 5. Ir IY 8 1/2' Ir 6 1/2' 7 1/2-13 1/2" 4 T/_2-ji 6 I/e 6 _fF 1-/4' 6 Ile - I - 0 1/4' 6 1/4`18 1/ej 4 1/4' 6 1/4' 6 Sa VW I I FOR ANCHORS TYPE At SPACING FOR WMILIATIONS INTO WDOO MW gUtMM ARNAM, AUCHOR oNACNXU ANN MWNUU% SM MMOCE AV **CATIV ON TINS SCHEDULE FOR LIE LOS INAM IMOKWNM� ON SMONALE REAU ANCHOR SAACHO BY "IftYM SAMCION SHIMMM ON $MUM IN( THE FOLLOWING FACTORS, FOR THIS OPERAININ TO BE POWER& MM S"CING ONW" USM PACM SMALL NOT BE LEM It" LWMN SPACING MMM FORT COW NO" TYPE ON INS SCHMULE ANCHOR TYPE i/e. 1/4. t/r. 1 1/0. i/e. ii4o_ FEMME 10 momm ANGKOR SPACING; 0m) 3 3 1 112' 211 3 3 3 for Arlim ME 91111110a Ipa) yr 0 (1) ISM 11 FOR MAX A.S.D. x WL= WHEN %AM rk USED. Sm $4" 15 A 10 FOR MOOMORS ANCHOR rNM 1 4". TYPE IN SPACM FOR INSTALLATKINS; am VOW" W= FRAMAN BUMEDOW M69UW ANCHOR SPACINGS AMD MORMLIM OWA MOM vicum ON) 3 3 EDGE DISTANCE ARE INNIGNIED ON THS SCRITIOLL FOIX CO. LESS INAN WWO ON SCHIVAE REDUCE ANCHDR SPOVINO 3 NY M. 5"ACINil SHOWN OR SCHEDULE By THE FOLLDWM FACTORL FOR THIS OPERATION TO BE POSSIBLE, AMIN. on 011p= WA) --- FACION 1 1/2' IEM RECUUM SPACING OBTAINED LOW FACTOR SHMI NOT BE LISS WAR NWEARAM SPACOM 000CATED FOR EACH ANCHOR TYPE ON " SCHEOULE 1 3 yr am& -#I A A.S,D. OEM LOAD MA)QMUM PANEL LENGTH 40 PSF OR LESS * 40 PSF TO 50 PSF W-2' * 50 PSF TO 00 PSF W-10, A MAX. PANEL LENGTHS ARE O&Y VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.C� (mat ON SP To 05W ED 0 12 V1. i ANCHOR 0 9' O.C� I � E)MMIG POLRED CONCRETE OR --ZONCRM RLOCK REQUIRED. q_jmmE%%A WALL INIOUNTMOS SCALE 3/8-l' INSTALLATION DETAILS FOR UFE INTO WOOD SIRUCTURES HEADER CURED IECI 74) 1 2� IT EXW GLOSS IiLi IT CLASS If v IN". MAX. PANEL LENGTH PANEL LENGTH (SEE ELEVATION 11 1 (SEE El"AlION ON SHEET 12) ON SHEET 12) IT V2 to Vr ac EC a vr NO, 2-x*- Wm L� ji 2".4- WOQP_ KATE PLATE T "MIA, PLUS I VO PANELIMATE PLUS lalfk IN 12 I/:r MC, ANCHOR 0 12 1/2' D.C. AL%M HERCHURARM ANIF1 3 a U SW PANEL WAUN h=bWNGS SCALE 3/8-l" f 44167 FLORIDA BUILDING CODE I�Nan High Velocity HIT cone Zone) 24 CAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY-VAUD FOR MAX. A.S.0, MTEOF DESIGN PRESSURE RATINGS (p.s.f) AND PANEL S 1ALOR Imm. L04GTHS AS PER 8"AMN ON SHEET 12. 11LIEC0.06C. GLOUL IECI PRODUCTS, U.C. all"lam 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD NAL TILUTI 4WD LOW. 51 SMW DMAE- n_ =14 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC A m__ I In P".w. (04)"W-76.6. TAX emot)"o-am 20-175 DENSITY Of 0.55 OR EQUAL CO-OW's OWNING ft smw is or is U) > 0 0- 0 Ck_ co C -0 L_ 0- A-0 L) Q) -I-, U) Gj (D = -0 M 0 -cu .— U) 0 0 (3) = .0 LL u) 0 -0 M 0 > U) a) E a) -6-0 OL CDL Cn Z0 Co CD . C__ Cf) < w mi cl_.�� C11j _4 C Act _0 W -a > 0 0 Q (y) 0 IN 0_ co x Cu LL a. C:) C\1 M C) Cu C\1 a) w _d) C a C: E < 0 3: m a) m 0 a) C tu a) 'Q__Q of E c Cn 0 0 a- ui ui (D (D A.= U) 0 L_ 0- 0- 0 (3) SHEET NO. SH 1.4 EZ1/#8, EZ1Vf%}8 AwcNoas (SEE SECTION EZI 8 ALTERNATIVE E21W ON SHEET ' te) ➢ 1' MLn.I 1' f (SEE t10TE 2) ^j��W I l$1 p MOVE 2) I fg14XI. 5. lob f-fi"` ;M1fle`9 ALUMINUM OF POP RIVET T PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1f2' $ O O O O O O C O a PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. APANEL (iYP•) NOTES ' (1). DEFlNmON OF SER1E5 2000: E-Z RANG STORM PANEL SYSTEM (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) jjj (INTERIOR PANEL) 1 MAID i CONSISTNC OF PANEL + Cont. TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 SEE NOTES L2. 3, �4 E ? : (?).. ENO PANELS SHALL AL r HA CONNECTED PROD ED At BOTTOM TRACK - t { OTHERWISE A STOP BAR (�351UILL 8E PROVIDED AT 1'DP OF SUCH I { i PANEL tENGtH PANELS. `[- �. fk i D 40A P.J. I 4 ( g (3}. END PANELS ARE CONNECTED TO TRACK, S /32- WING L . L.. SHALL CONSIST` OF 1/4 s 20x3/+ M S, WJ 7/6'a3j32" WING -S, W/ I NUT OR1f+"1fx3/4" M». 11UM85CREw' 1NT4 TAPPED BOTTOM 4 TRACK.LDCATfONOF FASTENERS MAY BE AT TITHER OF TWO :(UffSE M14S AS APPLICABLE) 1 EXTERIOR FLAT F`TANGES OF END PANEL. ill L 1._L Lj 5(z; ' OF 'L (4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM •7-� - r '- ' MRX TRACK (im. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION OF JJ_L1 JJ_LLJJa, JIL_ L� J-1 L-1 L 1.1.LLLJJ_LLJ_J_1 PANELS TO eolso'M TRACK MAY occDR AT ANY PANEL LOCATION. M_ SEE NOTE 4-- .J 3' . I I � f^ .Mein { SEE 1 W,ls.MJ LNDTE 3 f" Lnn. t INSTALUTfONS ONLY VAUD FOR WIND LATE 3 �D • 0 � 1 ANCHORSSPEED UP TO 170 m.p.h. -1 If ALTERR011VE E21W ON SHF,ET 15)----'.. Ezt/TB, EZiW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM(t) SCALE: 3/32"=l' 1/4' Max. GAP �• 2.687•(MN. OVERLAP t/4 uAx, rue �i 01ON A^ -A aeutMNNan SCALE: 3/32"-1" A TIC/iy l4.Q �P 0 FLORIDA BUILDING CODE Non High VelocityHurricane Zone P°r.441 °m'°1x1rm, 24 GAGE GALVANIZED STEEL STORM PANEL `3`' GLOBAL PROTECTION PRODUCTS, LLC. iL Q True. a coMPANY- 41We S.w. 51 S1»¢r• r Iw 70 e-rx. +R..wmRag. oaW FL sulfa 20-175 iy Ttj weu.: nop n�-,s>�w, PW m-na] wwlX: !%1)mP-7xi rNe (as4baP-67e7 ll4>l �Q Y ,` GhW35b3t9 a+ss laorll+ 9�F No: Ml I1fPE/MlE WKitR A TEid A•, P.E tYA m W 1,r,Ullt111.1 441 VAIM 17 of 1s NOWENGINEERING RIP- Ef4GINEERINO EXPRE:888 PR13DUCT EVALUATIE3N REPC7RT September 15, 2020 "cation Number. IZM q -R2 EX Project Number,, 20.31S43 Product Manufacturer. A11 American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6IG20-3A05, F.A.C., for statewide acceptance. per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose Intended, at West equivalent to that required by the Code. Re-evalustion of this product shall be required following pertinent Florida Building Code modificadons or revisions. Substantiating Data: r PRODUCT EVALUATION DOCUMENTS EX drawing if20-31 ra43 Nried "24ga Galvanized Steal Storm Panels (HVHZ & Mon-HVHZ)`, streets 1-5. prepared by Engineering Express, signed & sealed by Frank Bean rdo,'P.E. is an Integral part of this Evaluation Report, . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #817-ASGA 7.001 by Slackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAB 201 and TAB 203 test standardsper test report(s) #BT-ASG-17-001 by Biackwater Tssfing" Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparable and/ar rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glen Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM 6ENGtNee RINGExPREsS.com ENGINEERING EXPRRE5S.COM MOVENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product, Separation horn glazing Is not required for installations outside of wind zone 4 and essential facilities. impact Resistance: r e 1 s n demonstrated as evidenced In previously test r rt s slid Is Lag Impact Resistance has been Bled pt y fisted spa (.)• accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind Wads as Indicated In the span schodule(s) on the respective Product Evehtation Document (i.e. engineering drawing). InstallationThis product shall be Instated in strict compliance with Its respeollve Product Evaluation Document 0.e. engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document p.e. engineering drewing)- Limitations & Conditions of Use Use of this product shall be In strict accordance with the respective Product Evaluation Document Q.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material Wed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a eite•specific basis by a registered professional engineer. All components which are permalterdly instated shall be protected against corrosion, corthuninaton, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ): Respectfully, `s eD..... Prank Beanardo, PE ENGINEERING E mEsBW #PE0046549 I Cem Auth.9885 160 SW 121- AVENUE SUITE 106., DEERFIELD BEACH, FLORIDA 33442 - (954) 354-0660 1(866) 396-9999 TEAM 0 ENGINEERING EXPRESS, CON ENGINEERING EXPRESS. COM K414x4 CAaro -xA D: V} 5R� ryJY11 F 1 •iVl aLL ,f `"y EIt n t nn C P!-Rsliy. �P DEL ew-iC LV•ACIIIJ J4L -A PF tA+: C� a l:Et,.1-'e- LL >.4 iyj �l .f�'Iw�; s•. 11, 0 In of T., n:. li wr�i z. P, 9 1! a f 1n a 1 . � D PI'-- Id ILiL .AI -S " M P x � I u.. r> :D�y f - ,! eai ' 1 :ar T>i: •x �€p .. A .c. •. Y.' L, 4 _ Lit z IN = z w He° I" D d: IU IU. - < - N w u 2 xx+ w y: •:::-,-wF 'i TL iLAS?£E=-..T-n _- Rx ,D _ fF4 w;_t cell r:-r: {'F 'r tit F.. 1• O N 4'1 I BWelp _ - rM S , _ J U S•N I} L = 1.000^ N � u H .R - S 0 O: .+R -F P_. L: gg :.: _ - -:.: D ALT_ 1 BDILDDDL Y %TINT,Tor . EXTRU61f]FI6 t INN. H NN Y F d A FC C I '1 f ��� r a i1x AN tii <sIH " .: 3✓ jV,. .M• f TI.:.:.) f �u'1 CCILLIGJROORT4QUNT 9[[T[ON 1 fu 1"J 1F yll ULL L -- 55 �/ AAA [hlJ xe JJ`•1 Hl II t null M )l ! 1 I11 *I L.. { �.J rJJ:ll II1IlI r R. 'q. - V:TIIJ t C HxL � I RCf•:IrI L_ N:L .I,_Fl•l �-1-C _ � m -' � .1 x.Y I It t ttU:, .Jill VJ"L�:.liWe. S :' ,-oxm:..i. ra+.e lw-: J. •;,- _.:i a •'.. IfI F ...:• _;::. n n., -.r .: 1 an n•J,,. a:T,.lr r,=. •.nslf, rA I:�.Try ...rr E. "WNE FA§ � ..J--JI.d.J tCi IIW :i: 1,1 LI.N AIL-,_L_ ITT R 6 sJ�• yy �5 •='r.i s' 1 �'F FCF2PT a 3 - - K •CY' 3" :.LTL .. CDWTf.TiFlM. .I+C NM HI)iN r.Oa IYl+L MAY VAHN - W ah q - IY zeal . .. d R s M [i(•N Tl CIO rt�lTn Cl r a {: v Lan h 1:A I.F:I HY, 5522 rRn) EDL l A In(1 Ira. I -V1: p I. ,s.•Is y,.l!_L. e u1-DiJIL��! T.IrI. @.5.4 T ' i PN:R[eExxxxa S 3 20-31543 �. - 1 TTr PA6laEACRIPTIeN! Ii fl I'F, 4J IA IGLU E 1 C 'NT`R'F^T"�'T' Sp fr' U TVPK �..OPIIONAL rOPiI'ATTOM CLOSURE ❑= AIL FI nP % N f 1>•E Mf4a+Ar:,-"71116 .,I�i H x. _rlr. 1xlJA Llnx: rtn nlsclu)n .a -.r• �. :� J'. ^ `t• NAK KJn IRH:I M(xlxl 6H.1InN INSTALLATION DETAIU FOR SERIES 2000 E-Z HANG STORM PANEL (1� INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES CISITIN IEPOURED 1 1 '-. f'i 7APCON BLOCK�� ANCHOR 0 Ir o.C. z 4-.., �'J"�ti�"''• yy { 1• 1/4-0 TAPCON 14x1" HEX HIM TER '� CDRGEIPE FROM '• WOOD 1 17ER f REgUIRF3i �{ -'' _ ..,_> 14xt' 14EX. HEAD TEX FROM t� ANCHOR O 12° O.C. ) ,,,.� ,$/+" ! rJf _":. ; ISDOE OF 1�}/4' p �. i« 1/2• I 1/4-.-mM1• "..LL..._,....._I :. �{ ueaL1P v�,-._... aH".-7okYLi sa. vNATs w e�aac , ._,_p._. _. ._.�_..-. i t ' .� i Ar if2 p i Min. 1 --•I a tom« 8'0sTO --- TO G 1-- ALUMINUM POP RNET t Arm. O{ -^• OtASS. l - .. A4USANUM POP f RNET 1ii 1rd. 2=" ss. eeLTe • p I Ida. 31,-seat• d 1 MAX. ___1 1 PANEL LENGTH IM 7LL PANEL LENGTH '1< R. ill-SIPApATIb 1 { ToCUSS. �. ' it Min. it -SEPARATION 1 ✓+"V•`2�[2 ) i a TO GLASS.THUIRE.W OF R' 8 1 1/4'0-2w. t• i sTtfUlIB5CEtEw- )1 B i i l{ ( j 1 { IU/r E I _- IxtlL CO. '"�'-�. l! 7 1/2 O 12" 4! SOON ANCHOR yy, 1 ' r 1/4"i YAPGON POURED ANCHOR O 12' O.C. RETE OR CONCRETEBLACK ^. '• 2'W WOW {{ !` I "`F, t (I `�_ '-PUREouDtED �� ��ILE± Mew SCALE 3/8=1" SCALE 3/8-1' MlMuuurrr y�� •"'yLC£N 4 FLORIDA BUILDING, CODE Non High Volocillil,Hurricane Zeno MIN. PANEL LENGTH 1, INSTALLATION ARE ONLY VAUD FOR MA)(. AIGN S.O. DESSHALL BE 2'-6' PRESSURE RATING +J- 40.0 ps.f. AND 8'-O" MAX PANEL LENGTH.y'^.Z11 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ 441 mn7o TUM aK c �, : * "Ttr = 24 GAGE OALY,UiIZED STEEL STORM PATtEt,..DAINff STATED--•�,,• �_ ME it4c. GLOBAL PRilTECTION PRODUCT5+ LLC. dr: FfORM •-"2,c-D ANv 4 D sour 6i sir zr n, ' In' . m/r/mw MEMBERS TO BE SOUTHERN PINE No 2, WJ SPECIFIC h�l �* l T4'( F•� pi N.. Mrc M. s Bx4 w1a.Eaway Ar,:.: 1f1M m-,mP: pmI m-,5n n sea • rm- ( PNOK: tes4-a6s6. rFae tm+)em-a7s7 20-175 DENSITY OF 0.55 OR EQUAL, h rA-oDpD» MCA IW 11>•Tu ter Q:R, waR/v, 10 ORIIIINO rm: ,rrNrII7 TaRE/eAIG ' WLTtd A aj Jt.. P.G. r Y7.•w a - Won 1e OF to A� ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL, STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT TYPE AS / BOTTOM MOUNT y, .I (CONN TYPE AS - REQ'D) MAY BE AT TI a BOTT( TYPICAL VERTICAL MOUNT I N.T.Z. i a:'. CATION ELEVATION PANELS MAY aENOTCH ED AB i3EQUIRE4 LOPTIONALy4' 20 STITCI PROVIDED THAT CONNECTIONS AND SOUS WITH FASTENED WING ANCHORS ARE USED WHICH.SATISPr NUTS FASTENEDD D SPANS ABOVE A BELOW OBSTRUCTION. OVERLAPS O MIDSPAN APPROPRATE SPAN TAB VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS. 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS EP RATION SCHEDULE: SEPARATION 7A nAl It:E /4NF S MINIMUM STORM PANEL SEPARATION FROM GLASS lNVH2, WIND ESSENTIAL FACILITIES) DESIGN INSTALLATIONS LESS iNSTAUATIONSGRFATER PRE54 uaE SPNJLALLOWABLE SP AN LnwE { ) THAN 30'ABOVE GRADE THAN 30'Af10VE GRADE ( #SF) I r 30 130A I 6A61n 216 in s/-3S l 130�O it 6CeLn 2.I61. +140 ° 33003n 406 In 216tn +/-4S 1309#n _ $46 in 2.164n _ _ t-SS / 306.6in 605 1rv____-_ _ .'235 in /-6a 83.2 M. 6,04 an 253 in { / e6 5 A 9 m 6lI do 2.711. 4140 36A Tn 6,12 M d.So In +/--71 27AM fn SPAN SCHEDULE NOTES: 1. ENTER SPAN SOLEDUUS WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL PAN, H ALE FOR USE WITH S EASE I S ACCEPTABLE R BS POSITIVE LOADS LESS THAN OR EQUAL fill 2. "P NATE DESIGN LOADS. 2. "PANEL FASTENERS' ARE STUDS USED IN ON WITH MOUNTING EXTRUSIONS cr-TRACK, CK ALL ('F-TRACK, STUDOC^D ANGLE, ETC.). USE 6.25 Q.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H'- AMC "Ir-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATIOr BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, t 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE I MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, I 2, SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEAT HIGHER I L3, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FA A ZONES I H - H 3 THE S SEPARATISCHON FACILITIES S ST REQUIRED WINO 20 T INIM , ('(x AO F O PROTECT E 1S NOT ISQ IRE NO MINIMUM SEPARATION FROM THE: PR OPENING IS REQUIRED. MAXIMUM ALLOWABLE , DESIGN PRESSURES: =s� »�✓� a ire. AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED O U E SYSTEM SHALL 8 DETERMINED PER F R WITH THIS E k7 S SEPARATE ENGINEERING IN'pCCORDANCE WITH THE GOVERRNING CODE PRE55URE WiNpU"AEMENB DETERMINED']N ACCORDANCE NlI7H ASCE :7 AND CHAPTER 1609 OF THE FLbRIDA BUILDING CODE SHALL BE LESS THAN OR E UAL TO THE POSITIVE OR NEGATIVE DESIGN PRE, URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: THE. AS I MAXIMUM TESTED IGN AS AMAGES AL )DID THAT 'MEN' (1) LABEL VISIT ECALC.10/31543 rol$r� F R II 3'J: N[ I T P M UT ea31NEHRWDEXrRE4S GDPPHTOPE __M nANS,n�OMeBgEa.TRCE4 . MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT $ r 9" O' 24' � : r LT'.. 4" BErE41NA° D" m � ar as araa" a D" 2a" a3° ais° F Z V seder 2x43 H P 7 7 24 : 2?' X tr' 24• 26^ asaslw 23 z3` z3• 11" 11" 3a 326'V s1• 1r 3a• Zr 3P 1r T 33" O Bnldw l •F'TrAck 2 r 2 r 2r 30° +B' Sri' '�' +S 2r 4B' 30". e3' g "F' The 3,4' 26' 26` 91" Si' 30' SP !xP 31" SS" bald M11 2x• 21Y Xr I1' 2T aa•. 2a' I7' 31' Oxat4d edM 24' 2d" 30" +B'6G" NaedPl O" 0" a 2S^ 24- 2r 2a' 'PAnglif T.Wk 24' 21C 124" 30' 46" S0' 2B" 46" 2r 48" 30` SY• aNd. 23` 23' 11" 90" St' 71 90° 23" 90' 71' 33` 55' �.TNNY "m1PAIN TA 4 "" AR€NOT CONDmONG ATTaP.OR tKmT[fM, >ANEL lkWOtF16 tE:S iIYDSE NO 81P ROVE ACCEPT... r ni+N FROM IAED WHEN PANEL LENDJN f6 raRPATEA THAN i1IATNIT'Ep FO0. 3, ntl.EPAAA GLA55 U" r[EOu A3. SIREQUIRED ABOVE: FrQlfFftt r4aC R All N I T A�VE., W SSF E CLOSURES D. 510E QO5LlAE5 IRFO R>_A LWILD9VT 044tr` N AMP NE t0 CLaSDR PAY FgUNTIN6 ' molYb lfAID EEP4 n) FAMf GLASS 5M011 PEfL aPTAII': hiCr I>$DwITw LPdLWDT � ,Rs7' a 4. TA�E.ARAJES TO lWn12' 'WmI DR WnII,[1lR.initrl BOLTS AND PANELS S80TH WITH PANEL -RA. I 24Ly F 5.TPWj a1P-5"OAWM0.0 3. Y'aPAN 16' MINI" 05rNG ONE t LY7NE OPm T[W AR eD1TOM CW.DAE9 TER PAr1ELS NA NI AxiM. ! i ONAL tAETAIL'k' USIMGANY rFw C[INO1Y1 SMDYRJ. N aRAxlPoi;s. OPENING ). MOUNT ON I iNE5E �A L OPTIONAL INTERIOR FASTENING RETAIL N.T.S. /^O_PTiONAL EGRESS PANEL DETAIL INTERIOR FASTENING (h " 0. N wlpi leE ~rT g E 3aWu T s L r{�tm�� L N t vog$ Jgza If) lr Ia0 W d LD tff s W K fffWUUU. n �a UI 5LU a Q Q 4 1-2.2501 0:094" J"-249a Z: Z50-- I1 ✓ . 2.zS0u F-0060' J/q zu sluux D 094" I[-0.094"0.094: iA.12§" �{. D,125 $�. 18 GA g0.094" n .094" �.120" `P44,. n TYP:. ,�y. TYF' N F V 062" WH OB ' 7 0 z �� LL aA5 " I E E. 2 �1 "IJ � iz5" 1;43D"-I:;930" �t_._,� 0 375 ryry,, 662 � ---L a II ,:. D.: 62. -: :, n o *S' H-- 9 i P. 1 �I 3.000 -- I- 5 2:OD0 D ,.1 1 m, --� 2ro2o 1 a.��u 1.18 0 H121" �I ---`jI� - �HEADER -y V' HEADER y WLLD-CUT V HEADER �.� c3'. t-' ' L seat, y Lt1 G.,'ort�:1 i 3:380". MAX. 0.313r ill �r, r•- R ,: -:: 9 a 365 GG r,} 35 ` ,i 0:175 •TT.655" 0;39 DD655" 0.190".: f" O..D:S5" 0.8Bfi" 0.350'� LOa7",... ��- Nor' 12.SD0 PANEL GOVERAG� !- �[+ �IT� 1- 1� A;250"� - I. ID. 14 $75' PANEL LENGTH 1f n s, � LOSIp,5g5" I 9.5 4'150" l+ n. 1 24 6A EL 'D 19 'q V V1 'n DIRECTION Tj0090° YBE gas 0.JLD- _T�j�o 090" �f 2,Dopo a9a a 921s D.7LD" R 135" 0:3Cr' lA TY P. TYP: YP. 0090" D.700" wASH 60'WINONUT 0967" 8UIL0--auT'F• TRAE$. p 'IRppA •p" phi p7E� - TRACN:' �'p" Tr�Acw. 1 }EV YHOLE.-02tER R ' a 37fi•.'l 0.3D1�T"2, i "MT n..7.n rra � LEG IF S LL. r 1�38DD"'�D'.SryZS' ��..MARPJ62SED ANGLE - YRAGK {EXIEHMD1 lonD ' OVERLAP II %"- 25" MAX. 4' MAX, � rARNER CLOSURE DETAIL 3. 9 -MAX: a P.Ln n- a My Yi I M[II IJ - xh....... 'H/N I ll{nu. Sgoo" ,l elorn rs+ a.ma„r OVERLAP Wil ID 3:82D" MAX. 1 T Al�Yi i:: . -9"MAX, MIN: °$ e ' ''1" L tORLJER:CL05URE DETAIL �.OL1:•I..H>4 e ' 18ED " F 11- eT TRAP:MWfaCLOSURE DUAL - U. ANCHOR SPACING SCHEDULE: 24 GAIGE PANELS; PANELFASTENERS gl t2 5"'O:C • ° i6aiiSi��®' ®i® IIii��E,t�f�f� II�anMWN�//%f %ram ®IM9111111FF�EF�Et� ®1131111 ® EMEMKIIIII BUILD OUT DISTANCE Z a, Q Lu �_ w rn rr r[ Ili H 4 )lLIL L. 91_!Y.W - 1:ODD° EMBED a� /\.HIIII n-lit '.Ma lLgll tT+iMh.1IFIA{ g W.. ` N.T.S. 1.SDD" MIN. Y tt it _ EE ; S] f MAX G IGX Eg ANCHOR. PRESSURE TYPE x uP D 6'-1r HIAn IP w.aar M 1 P u) COIN TYPF c1 Ez a c4 :GONN ME c1 c2 c9 C4 CONX TTPE a 2 cl c4 1 2"EN6ED 3 U 3 IM S[RHSv 41 46 - 52 72 L25' 360 16 0 1 9 G 12S . 1 O 6 16 tl 7:S 1 25. 16 1 67" d 60 125 1fi0' ifia HB 125'169 150 61 125 36. 146 Bt. ILLS 160 160 75 12S 160 147 60 125 160 147 60" 125 211 16W S.W Ac'' 147 69 fill 12.51160 1­" IS 141" 6.0' 14T B.0 12.5" 125' 160 IL7' 6.D" IH O 11011 1540" O ,I,x1: ra-laLD U 33 l'fOOD senEw 41 4e 52 72 iL 5 16 0 16:0 101 125 " 160 1 2 1 ]:0 ]2:5" 108 6 " 16 0 :2 125 ICU i4.1 8i iLV 1513 47 S:6 12'5" ifip 97 5',4"' 12.51, 12.5' 1251 IGIVI 120 Sfi.O SL.1 ICU 9:6" 7.D G4' 5.6" 12.5' 52.5' 12.5' I 60 16 ¢. 150 9.6 56 9.6" 55" 9.6" S:fi" 12•S' 160" 9.6" 5.6" 1/4a.31/4'EMBEO 3 3 eRi •[ A5• � 41 7M 4 F 48 52- _ TZ L25' ]6.0' 16.0" 12.vl 160 ILS" 12.5" 16 10.2": 9 L 2,5' ]6 0 13:3 12.5': 16 9 9 -" 2 ]? 5" .i6 0 9,2" ' L25 160 1L.4 12.51, 160 4L". 1251' 160 9,1- IZ1511 f25 16.01, 1Q,5 160' 9:1' 12.5" 12:5" 160 160 9.1" 91" 125, 16.0 9.1": ] 1 - " a8 EMEED 33 AI Yf]INt ti NRntik. 43 V100D u5xlnc QB & .. 6 72 12 S MO 8.6' 7 3 12.5' 15 5 6 0" 5.1" 12.5' 13 D S31' 4.5•' 12 5 1H 0' ].D' S.9" 1Z. S" ILI" 4.H" 4.1" b.25" 12 4 4.8'. 4.1" LZ5 1.;4" .9' 5 5 5 A" 625'. 123' 47" 4.0• 6,25" 1 L 14 2 3..5" d,7" 4 25" 12 3 4 7' 6:25 12.3' '4,7" 4.0 625": 123 4.7" 4.0' 6-25" .14.3 4.7" 4:0" ANCHOR NOTES: L ANCHOR SC EDUIE APPLIES TO ALLP ODUCTS'CERTIFTE HEREIN BUT ONLY PROVIDES H A R P MAXIMUM ALLOWABLE ANCHOR SPAEING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY 2 ENTER ANCHORSCHEDULE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTURE MATERIAL, &.ANCHOR TYPE. SELECT DESIGN LORD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHURER AND SELECT SPAN GREATER THAN ORE UAL TO SHUTTER SPAMSELECT CONNECTION TYPE BASEDoN APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTI FICATION OF CONNECTION TYPE), 3 PANEL FASTENERS'ARE STU DS USED INCOWUNCTION VNITHALL MOUNTING'EXTRUSIONS F'- CIZ -TRA STUDDED ANGLE ETC USE 6 5 0,C. PANEL FASTENER SPACING TABLE VALUES FOR ALL"H" AND 'U"-HEADERS (INCLUDING 8liIL0017TCONDITIONS). 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE wrrH MANUFACTURERS' RECOMMENDATIONS. S HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM BRICK,: AND OTHER WALL FINISHES. MALL FINISHES SHALL BE LIMITED TO 1/4 MAX OR SHALL BE VERIFIED BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE 8, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN 11 REMOVABLE ANCHORS ARE: DEVJALT PANELMATE ALLPOINTS SOLID-5ET a BRASS [ill5r MG. i MACHINE C SHALL AVE12'MI IMUM ENGAGEMENT OF THREADS INTO THE BASE 2 M SCREWS A H / N ANCHOR AND: MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD, (SIDEWALK BOLT)U:NO 13 MINIMV M EMBEDMENT AND EDGE DISTANCE EXCLU DES STUCCO: OR OTHER WALLFINISHES, 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE ROT ACCEPTABLE USES. 15 ]jc DIRECT MOUMING CONDITIONS: 16 LINEAR INTERPOLATION IS NQT PERMLI'1'EDFOR USE WITH THE ANCHOR SOiEDLLLES LISTED ON THIS SHEET. N Ca (3) a--i U LO Q 0 O s= . 0) C6�- U U) O -0W ^^`` O U_ O E O O L- .� �� /0 V) Q LO 4 Z Z W J -0 Q) t 00 N aU N X M LL. a e. 0 O L (Q O (Q � "acA�`Y ^ ) W y�F C C N O 3 1;U 4 �^U,, U -a W c: o w •Q 0 LL E c C L) O 0- °w W V J CU O L/\ i •L 0_ U O U W rw■ RI/ I M LU c G aZ J 11 SHEET NO. SH 1.5. I 139-1- 10-