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Home My WebLink About36535-36547 Garden Wall WayC, �:1CliL� M ,l9h:Y '�y_L._.i.L_Y -mil .-_-�. ..s-_L...� I � ■IIW! Ili4YllLIAI Q AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAO or Red. Radius ADJ or ADJ. 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 FR DR French Door RECEPT Receptacle ALT or ALT. Altemate 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 Galv. 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 SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet 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 KIWALL 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 FL 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 Masorry- 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 DED 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 LINO 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 400f I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) 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 Healer 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 12-28-17 2.00 06-27-17 2.01 12-19-20 3.0 02-16-21 4.0 06-15-21 4.1 NEW BUILDING CONFIGURATION 2017 FBC CODE UPDATE UPDATED PER FDS REVIEW FBC 2020 CODE UPDATE ENG. REVISIONS PER TRUSS ENG. STAIR SECTION REVISED PER C.M UNIT —A 1532 MEN INN INN ME UNIT—C 1624 Islip UNIT—C 1624 4 -UNIT TOWNHOMES (ACCA) UNIT —A 1532 ILENN/�R� 4-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN 3 UNIT -A 1532 FLOOR PLAN 3.1 SALES OFFICE PLAN (OPTIONAL) 4 UNIT-B 1516 FLOOR PLAN (NOT USED) 5 UNIT-C 1624 FLOOR PLAN 6 1st FLOOR BUILDING PLAN 7 2nd FLOOR BUILDING PLAN 8 FRONT AND REAR ELEVATION 9 RIGHT AND LEFT ELEVATION 10 ROOF PLAN 11 FLOOR FRAMING PLAN 12 ROOF FRAMING PLAN 13 UNIT -A 1532 ELECTRICAL PLAN 14 UNIT-B 1516 ELECTRICAL PLAN (NOT USED) 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 PRODUCT APPROVAL NUMBERS PA 1.1 PRODUCT APPROVAL NUMBERS PA 1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. cv j ti 0 Qm X M LL f1 �- -0 O r` =s C: N M O (6 — N O y C: QEy� U .._ ;: 7• = Ll- CE W E ¢ N 0 O D C:U 1 >a 0tl N 0 CV 0 ..• .`� C y. 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 - Resldentlal 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 a n S 8 LL O C J ��,� J a M a LL d Y LL LL a Z 0g W % i-p C c O ¢ a ILW��, Z a C") Z00 cS to W ❑ ❑ ❑ o z � z o ¢ v J d to � z C1 - C6 ,o N c� al V al O ,., g to V) c N UU c — o w z M z �Os tu p a LL Z O Q s • tu �a Z -E�° gg� r>] cn � 0 Off Z NJ > � b W Y 8 az W 3 Lr �pp hE s 2� [b w� a= o T N cc 0 f� CO cU � N C) CV') T O CO co N N 04 r- OLO GI T V/ l- 04 r o Z = O E ui rn Z to r- a U Z d w JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 1 IT-41111"Pwn—Itrepee'I111W, IR_flip 1 - 1-1 rp 1 I 1Alli11.1I r I �ItI I�Rrill� �i I NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. � 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w co CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" '• �• #5 CONT REINF. •, SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. ,� f • _' '� REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. 4. d ° ° /♦ ♦ Q ♦ 6 a ♦ a (4) #5 d ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING1 SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE — yI SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB M24 BOLLARD DETAIL PER PLAN SCALE: 314" = V-0" T-0" x 3'-0" x V-0" w/ (4) #5 E.W. o A CO S3 O� 55 D1 TYP. @ 2-STORY U.N.O. T-0" x 3'-0" x V-T w/ (4) #5 E.W. -70._Q" 18'-4" 18'-0" 18'-0" 18'-4" 1'-4" 13'4- T-8" 3'-8" 13•4- '-0" '-O• 13'4" T-8" T-8" 13'-4" 1'-4" VERIFY VERIFY T-0" x T-0" x V-0" VERIFY VERIFY LOCATION OF AIC AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A!C PAD PAD L PAD L PAD S3 2'-O" x 2'-0" x V.0" OSE HOS 2'-0" x 7.O" x V-0" S3 8�Kw/ S3 2'-0" x 2'-O" x V-0" HOSEH 7-0" x 2'-O" x V-0" S3 OSE w/ (3) #5 E.W.I RIB RIB w! (3) #5 E.W. (3) #5 E.W. SIBIB wl (3) #5 E.W. � CONDENSATE � CONDENSATE CONDENSATE � CONDENSATE � OIL -4" ELEV. FIN.LINE 1 I LINE -4" ELEV. FIN. 1 1 -4" ELEV. FIN. LINE 1 I LINE -4" ELEV. FIN. o CONC. SLAB 2 $ CONC. SLAB 2 0 CONC. SLAB 2 o CONC. SLAB h I I 1'4' 6-8" T-1O" 3'-10" 2'-8" 2'-8" T-11 L& T-10" L& 6-8" a '-0" '- "it 6-8" T-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10" 6-8" 1'-4" 4^ 4' 14" -4" ■ ® ■ ■ ■ ■ ® ® ■ ■ ■ ® ■ PROVIDE LYLRECESS FOR -- ROVIDE 1 V RECESS FOR - PROVIDES RECESUQR — — SLIDING GLASS DOOR. REFE TO I — I I LIDINGS$6bOR. REST r SLIDING GLASS DO R. REFER TO I 1 I MASON'S SCOPE FOR WIDTH I I I I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I 1PROVIDE ® I M PROVIDE LINE FOR D1 I I L_ rRIDE LINE FOR M I I m I I D1AKERI I J OF M PROVIDE LINE FOR - I ICE MAKER D1 I I I D1 LINE FOR M S3 I ICE MAKER r� I I S3 I -n r 1 \, I I �,L S3 I INDICATES FILLED CELL W1300 ,� R� ICE MAKER I S3 = I ` I �I I I II / I I 3 2" MIN. 3000 PSI CONC. SLAB FOR I�I HIN. PSI CONC. GROUT FROM FTR. I 111 11/� , 4` / 11 TO BEAM 01#5 REBAR VERT. ABOVE IIl ( �I r r �25PSI CONC. SLAB OVER 6 M oo JILLACES SHOWN HOOKED FTG. � OLL VISQUEEN VAPOR BARRIER DOWELS 17" EMBEDMENT W/ 25"��ll I I I EXT. ABOVE SLAB. GRADE 40 in I I STEEL I I DBL. SINK C.J. - - DISPOSALDISPOSAL = 1 I I = I I DBL. SINK w/ I I � _ _ _ C.J. I 1 DBL. SINKw/ I I � DISPOSAL D L . SINK w/ DISPOSAL, _ _ _ , C.J. _ I (III rJ II IIIL J �J III JII II l� IIIII I I I OIL J L_ j I I I I I JI L- <J II rJ III 1 I nL _j JII I I I III 11 IIL_ II 11 (III I L Jul I 1 _� JIL== __ I _-� — = I I i L= _ J B� _ _ _ -�- I -�- =—�'L -_�- 12'-5" L 5-11 _-- 1 6-11 L 12'-1" 12' Ll 5-11" 1 r 5 i I L 12'-5" ® I I I I I PWO I PWO I I PWO I 1 D, D1 I I Di I i U I I N I I I `° C 14'-6'I L& 3'-1 I I6 3'-10" 14'-2•. I I I 14'- I 3'-10" I I 13-10" 14'-6, III 1 I I I I I I , I. I I 4 ILO I M I OL 0'-O" ELEV. I I T OL 0'-0' ELE I I FIN CON . SLAB 0'-0" ELEV. LO FIN CONC. SLAB I I I I OIL 0'-0" ELEV. ® I FIN CONC. SLAB I I I I I I I I FIN CONC. SLAB C.J. _ _ I I _ = I I C.J. I C.J. 1 ;0 C.J. I I I I I I GG I I GG I I GG I I I I� GG S3 I ® I I@ FOUNDATION I I I I I I IO" I @ FOUNDATION I ( 1 I I@ FOUNDATION I I I I I I @ FOUNDATION I 1 '-4" I I 2' 0" 2' I I 16'-0 6'-0" 2' 0" I I 16' " I _ _ I I -� I I ' I `� I I I I I IL-- I I L I I I r I I JI—r—II � I I= I I jI ® I L- I I I I ELEV. APPROX. I1-112" I I I I r I I I I r; I I I I I I^ ELEV. APPROX. BELOW F.F. (ELEV. CAN BE NO (MORE THAN 1 112" I I I 1 / I t\ I I I 'J' i I �l� I I I I i I I 1 ( I ` I J \ , I I\l r I I l� I 1-1/2" BELOW U. ELEV. CAN BE NO I MORE THAN 1 1l2" — — ■ TOP OF — — — 05�' ��.J L_ — — — — I I r I i ��-�� J — — — BELOW TOP OF I ■ (BELOW EGRESS DOOR � EGRESS DOOR \i' (THRESHOLD. FIELD I I � � `4 �� `O � � I I `O I `Q I OLD, FIELD VERIFY K PROVIDE 112"RECESS FOR Ep S3 iv 1 t _ H. I H.W/ 1 N _ `f u J K 1 = ^ I I S3 r� PROVIDE 112 RECESS FOR K " _ PROVIDE 112 RECESS F R c�, S3 N j / �W.H1 �H.W� I t_ �„� _ r_ J q N K VERIFY S3 PROVIDE 112"RECESS FOR LFRONT DOOR, REFER TO .� I MASON'S SCOPE FOR WIDTH 2'- 0 ' 2'-10 " I v L_FRONT DOOR. REFER TO J L MA3`�' GOPOR WIDTH FRONT DOOR. REFER T 'MASON'S SCOPE FOR WIDTH r 2'-1 Oi" 2'-1 Oj" I v FRONT DOOR. REFER T0I MASON'S SCOPE FOR WI TH FM24 FM24 FM24 FM24 ■ ® ® ® I ® ® 1.® ® I ® ® ® ■ �^ �" �" .�" / I '-0" / I I I 1 I '-0" -0' 4'-0" -0" 0" 10'-6' 10'-6" 0" 4'-0" 1-8 1'-8" 4'-0" 0" 0" 0'-6" 10'-6" 0" 4'-0" I ;n of 4 In -4" ELEV. FIN. a is I I -4" ELEV. FIN. I a d I I o It -4" ELEV. FIN. = I I � -a" ELEV. FIN = ,o0n I CONC. SLAB I ( CONC. SLAB I CONC. SLAB CONC. SLAB I PW01 ® %I ELEV. APPROX. I PWO I I I --- -- D1 �i I I ----- _ I 2 ELEV. CAN BE NO I _ c -1■ C.J. ■ I - - T - - I - T C'J= - I o ELEV. ROX. I I MORE THAN 1-1/2" c CJ - _; C.J. ■ - - I ■ - r N 1'-4" 5'-8" N W o I I N I I I W I I �, 1-1/2 BELOW F.F11� ELEV. CAN BE Nd� MORE THAN 1-1/2r I I Ln I BELOW TOP OF Er EGRESS DOOR THRESHOLD. I o N ;� IBELOW I I I I I a I 5'-s" 1' 4" I I I 1 I F TOP OF FIELD VERIFY 9 I = S3 S3 L' I �' I ® T EGRESS DOOR I ® I I I �, I M S3 53 55 I I 55 I THRESHOLD. ( I I 55 I I I 55 D1 I I D1 FIELD VERIFYLO D1 I I D1 ■ I 1 1 I I= I 1 I ■ I I I I I A I A = S3 Jill J I I J S3 I "SEE S3 = I S3 ■ S3 S3 I 0 Q S-3 FOR I ■ ■ oq * �' CID RECESS OPT." L — — — — J I — — — — — RECESS OPT." II I ® ■ S3 S3 THOSE HOSE -/t ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB WlIN FILLED CELL WIIN FILLED CELL BIB BIB W/IN FILLED CELL W/IN FILLED CELL BIB 8'-0.. V-8" V-8" 8'-0" V-8" 10 1'-8" 8'-0" 1'4" V-8" 8'-0" V-8" 11'4" 1, 11'-4" 1 V-4" 1 V-4" 1& 6'-8" 6-8" 10 7'-0" ae 22'-8" 13'-4" 22'-8" 7-0" 72'-8" 34" x 3'-0" x V-0" w/ (4) #5 E.W. 55 iq D1 � TYP. @ 2-STORY U.N.O. 4 7 M ih Y ih M T-0" x T-0" x V-0" wl (4) #5 E.W. Y O cn FOUNDATION PLAN SCALE: Ya"=1'-0" cv CZ,0 1`- O Qm N r .. M Ix L -0 O L M O M 0 N Y C : cn E '= Q O 3: M ^ (D C 3 > '— N > w Cr 0) a- -0 Of E 0 cB F M C OU O > > a 0 W 2i N 0 r-.. ' 'f To the best of the Engineer's knowledge, information and ballet, 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 Englneer's signature and seal. n 10- � $ $EOD N8 J OLL V V C C 0 .5 G at L` NPL W �orL a a � LL a LZ C t, O 13 Z �° o�o0: ACGfrO 2 pQfaW ¢ az IL z zL a Oa N OU0�� Z W ❑ ❑ ❑ 0 z C14 M z F J �N z (Dra� U 1 ) O N c t/1 � LILI Q I� o w r$ E 70 dR a o Q E a w� Z H � Q g� o D S J3 C z � 0 z J� W 8 V W _ NW rZ S a5 ,o 2 > .4q' = a� d N 0 Cp T � \V � � N o V CCn I� C N � o 00 o m N � N N Q r T`N11.0 � d' o Z :3 O iri E y Z M cE a 10 U � Q p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 2 Ill r K 4 F_ OWNER'S BATHROOM SCALE: 3/8" =V-0" q CV MIRROR \ 1I ' 7I j I�IIi.I F- LJi BATHROOM 2 SCALE: 3/8" = 1'-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD \ \ DECKING \\ F. FL. 18 ----- 17 \- l' 16 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ 14 \\ - -_( 13 \ \ Kip, 2x 0NT. AND RAIL WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 18 J X 37 S.H. 14 20 X 50 184 X 50 S.H. 15 20 X 63 18 } X 62 S.H. 16 20X72 18JX714 S.H. 1H2 271/4X26 26X25J S.H. 1113 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1115 27JX63 26X621/2 S.H. 1116 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 381 52 4 X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2X8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL r� n i U 1 F. FL. 14' 2" 2x4 #2 SYP. P.T. THRUST ,00 BLOCK W/(2)-1/4"x 31/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = l'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS DRYWALL 1 1/2" MIN. CLEARANCE 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET BLOCKING AS REQUIRED HANDRAIL DETAIL Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 'Y2 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. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. i• u 1ST FLOOR PLAN -UNIT-A 1532 SCALE: V4"=1'-0" FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR M FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 18'-4" T-4" 12'-0" 3'-0" 1'-4" 1'-8" T-10" 5'-0" 3'-10" 2'-8" © O MOD 25 SH MOD 25 SH ( 39" ■'' ® x 59") ( 39" x 59" ) ■ EGRESS EGRESS o °D OWNER'S EO 55 BEDROOM D1 - TYP. U.N.O. M�a 8'-0" FLAT CLG. ® I CARPET 4 - I o0 N o? 17'-8" io rn 64" 10 U 4'4" 1# 7'-0" M.C. R&S - -----------1 - O. BATH 1 22"x36" 8'-0" FLA - CARP Cl ATTIC T ACCESS - 1 (C ' 00 / 28 \\ 8/FLAT CLG M iv ^ N I N ICARPET IT PWOI \/ D 1 L _v_ _J I ® - - -_ _ _ I ----J TYP. O I 2868 R&S iv 5 ® 6 00 7 co vE TO 7' A. Co (V 60"x AHU 10 00 WER PA tD C7 R/A I 11 i 11 5ql' 4'-4" T-4" - ; 1 I 13 LOFT to ®' II 8'-0" FLAT CLG. 14 o LO -- 00 n CARPET 15 50 co N II 1 16 1 I I 17 II UP 1 7' A.F.F. L� 0 1/2 WALL I o CAPPED = 6-4 CV 1'-10" 9'-6" � O N T O 1'-0" Cnv 2668 N BAT 11 8'-0" FLAT CLG M.C. CARPET o 01 Will " 8%0" FLAT CLG. iv CARPEI-- 2668 �r 06 I 4 iD I Z BEDROOM 2 R&S 8'-0" FLAT CLG. CARPET Ta G.T. - - G.T. OP rh © LO - MOD 25 SH (39" x 59") EGRESS T-8" T-10" T-10" 4'-0" T-4" 01 o ao 7'4" 11'4° Ll CD LO 18'-4" 2ND FLOOR PLAN -UNIT-A 1532 SCALE: Ya"=1 '-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 0 +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tal 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 ..........■■.■■.......... MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 677 S.F. 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION I R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING c� 0 l` O c.a Q U N CL CO X N ILL p_ > .ct -0 O 1✓ N L V (D O CU C � N va) .- >` QL C- u E t-- Q Q O a) Q - 3 U 0) .-.a �0 > W w Q) Q IY E C: M 0 0 C- C) " ca `� 0 N 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. N Q E co o Nm8 N N 0 LL C ac: rA #LL W GOLo 0 di a9 r4. �CN0 wLL Q LL LL � Z�ay W }� = i MQ O $g�� W W ILZ 01 m °' rn < <a � 5No Mz p U 5 vvi Z W ❑ ❑ ❑ Z' N z z a Q1 2!� 1 (D al "U O to M w 8 c N as LU = J c C� & t9 �n w -.J a E E v0 cv I—9� K 0° H z■ an 0 U Zi F- @� g 5 ffW W Z � ry C �� F$ O8 %2 0 � g az W U $$ °LL J o _S2 w� ooyy 2I< Wo U 4 r > ii im M _ CV 0 � C) � I cN L CU � =) N N `.� 00 o in 0 N O N C14 O Sao T N LO 0 LO 0 Z 7 O E H to Z `m c ra a- U V - Q p c C � JOB NO : 22-01142-01139 SCALE : AS NOTED SHEET NO. 3 IYIfi111��I1lI�Dill� V! r!y IWlllll OWNER'S BATHROOM SCALE: 3/8" =1'-0" MIRROR ! I - ih \ TOWEL BAR T 80 7-t-� r } -i- t-d - } O F- o M �IJ-t b STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" is BATHROOM 2 SCALE: 3/8" = 1'-0" 13 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) \ \ \ \ \ \ e \ \ \ \ 12 711 2x STIR N ih FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 251 S.H. 13 20 X 381 18 } X 37 J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1113 271/4X38J 26x371 _ S.H. 1 H4 27 } X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.M. 26 37 J X 72 36 } X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 381 52 4 X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. HAND RAIL 0 TYP. STAIR SECTION HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS L F. FL. J / 7, DRYWALL 1 1/2" MIN. CLEARANCE BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)-1/4"x 3 1/2" 3TAPCONS " ROM EA. END. HANDRAIL 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 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. (trip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. IM 13'-4" VERIFY AC PAD LOCATION OF A/C PAD IHB -------------------- OUTDOOR LIVING b 9'-4" CLG. A.F.F. o io CONCRETE iG -0" 16'-8" 6'-8" 3'-10" 3'-10" 2'-8" 'T o 6068 SGD ~ © eoPo- 5-SH ----- --- REF 2;BF I &D 8'-311 3,-2" 6,-7" gI r DINING N IO KITCHEN W III N T 9'-4" FLAT CLG. T 9'-4" FLAT CLG. O I TILE TILE < I I co I SINK w/ I o0 io D/W DISPOSAL I is I I I I 0 0 r---J I FLRG. LINE J --- -- 2x8 WALL 8'-4" 6'-0" T-8" of o 16" CNTR. AT 42" ;n to A.F.F. 1/2 WALL q io Fo CAPPED r 1 - T II UP 2 0o I N I I M GREAT ROOM 5 9'-4" FLAT CLG. 6 CARPET 0o 14'-0" 7 °P o to co PW01 GG D1 1 TYP. r r S3 11 12 2x6 WALL 7'-0" 2'-8" 4'-4" c --- ii � _ _ _ 00 tD *NO UPLIFT* Z_ FLRG, LINE ______ _ Q � ��ro r V V f� D1 S4 N N'0 - - - - - " TILE TYP. N FOYER N H1 u' Q 9'-4" FLAT CLG. 2868 TILE bQ O 00 00 � EDGE OF SLAB 2" 0° 9'-4" BEYOND WALL N W.H. T.O.M. rn 7'-4" O 2'-6" Cl) 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION �f o WHEN ' v REQUIRED PER 2'-0" 4'-8" FBC CID 1-CAR GARAGE 9'-4" FLA CLG. ENTRY CONCRETE LO 9'-4" CLG. A.F.F. c? og t CONCRETE in 00 N r-----------------i � �d I I � I I I I � "' I I 0? O 00 I TYP. @ I 0 cn I GARAGE >: I I K I I ■ I � I oo I I N (V (V t ED Qw7' r_A DArC r1nnD 11 1ST FLOOR PLAN -UNIT-C 1624 SCALE: Y"=1'-0" 2ND FLOOR PLAN - UNIT-C 1624 SCALE: X"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 ( +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET SEE 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 MASORRT''ITALL w/ •• ... . ...... ...MASONRY IT M, MIIIII MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 0 o N QUW > M LL- 'C N -C (TS O M Q U N to S� 3 � N L1 S2 ro�oo, <_ C U l , N 0 N N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. 0 9 iW- of08 a $ N�4LL t� 6 c , 0 ;n 201 at, a aY ua0U. LLLL 0Z 2.8 m°NMv O W� UULLWtmG a W N O O Z aoo z z Q J CL- M tL z N LU � 0 S V) N N = .o co _W c Q 0 see o chi h W Cl) ii � � ib GS a aU 000 wLLze qq oa Z ,2 ra o Eg ` X U oa < o !J dZ �__ ro C v �V ym o ¢¢ LL Z N 8� aW �V aW�zu W J CD wo fop o r rn N O T � r- L co It o0 �+ / U) o 00 m 04 N � Q Q CV Ln E to c C) o Z Z a E E y U J Q M cc c J JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 5 WIIYIIIIUWILl 1.1J,. ..44 .s- lAks 1L1iY� 1ST FLOOR BUILDING PLAN SCALE: Y4"=V-0" c1r cti C:3 .a p ti 0 � C)X '- u- 0- "0 0 L C: N -C M O (6 c-0NY — a) a�� c c a� Q < o > r Q- —0 N O O 70 a. O- w 04 CV O N O @9xSS cV y1r rr / i 1' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F a CD r`� g ofoo`�o ^ O N o N A J ID 0 0 7 tC) rnr-nV LL W a to M C, , d Y WLL °_0 Z0 0 m 0 ij ONTO mOJ r%i¢ I z LW N MZ�.0 Z OU c�3r8n W ❑ ❑ ❑ v z z z � ¢ � d N N z CI a) (D 0' -W IN c `c� N � w 2 W � E Z� O s >8- Z ry Q Ou � c o Z Q N ai Wg a &w 2� cj c C:gS $ z �yy >� <w 0 U� x o �o x O T 1 � M N Cfl T M Co MT � N o V V T U 0 00 t m N N r- O N V) T Q O 0 Ln �t N C)Z o Z a E E U y aj M c n -j Q p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 6 ��I�1�1■�I�IIII�IfPI�IIli9111111F L+IMI,11711IPi" P�. 9,RWIT111f ) I ' 11 i ► �'I° ► n III III�hr l��►� I! 72'-8" > 18'4" 18'-0" 18'-0" 18'-4" ` 4 ■ r ® * ■ ■ ® E OWNER'S OWNER'S OWNER'S OWNER'S BEDROOM BEDROOM BEDROOM BEDROOM UNIT -A UNIT-C UNIT-C UNIT -A 1532 1624 1624 1532 BATH I 0 -- _ _ _ _ _ _ — — — — — — O. BATH I — — — — — — — — — — — — �--- I O. BATH -- _ _ — — — — GO. I O. BATH I0 , W1 1C I I \ WIC \ I / 'V V IC I WICK /I L v J I I v ® �o Jl wi J I I - wi ®----------J 0 L---------- 0F10c? ---------- ----------- co 10 � — — — 00 -- e I I II I I I II I LOFT I II II I I I II I I I II I II I I I II , II II I I I II I LOFT o ® II II I I I II I II II I I II , I II II I I , II I II II I II I LO II II I II II I II _ II I o U II II I • - LOFT ATH 2 0 O BATH LOFT a BATH G � ATH 2 ■ I WIC I I --------- --------- -- - ---- WIC I I I ---------- BEDROOM 2 I _ I BEDROOM 2 ---� AV LO - BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2 ■ to o_ 7'-0" 11'4" o0 (V ®' 11'-8" 6'-8" 0o CV 6'-8" 11'-4" 11'4" 7'-0" 01 18'4" 18'-4" 18'-0" 18'4" 70, 72'-8" 2ND FLOOR BUILDING PLAN SCALE: 1/4"=1'-0" ra � L O O pf � Qm N MLL.a -0 O t_ C (V 1-- M p M N N N N C U) Q C Q O t6 _ > U N •a) C 3 > — .� w D Q0 E — C a O O o W N O N 0 y' k:t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 61 n H o E00 00 Q c LQ N - N ak LL 0 rntnrw _ » a K J 2 If a O 0 z 0, 0 N tp a' OJ W �bgl.r m rno IL(� W �. N M Z N O QdQ' Z00 U to W ❑❑❑ z z 2� Q_ N � Q1 u- C6 V � Ow c LU Q N z M _I O h z ao® Q E �CL U Z p � S In N OX ZLL W T 30 a z � U a$ aLL r — ti� J � W� o w5 OUR o �- M CN T' L CN \ V N M U) a O 00 Z, m N � N � CI Q r 0 � N r N 4' O o Z M E E y ru C a U -j Q p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 7 ._. �i�ll�l II■IIII�IWII��■II�I�I11aY1L1L;1 �t,uAh�: I F I ----------- WATER TABLE DETAIL SCALE: 1/2"=T-0" 9. Ilk 7" B KEYSTONE D ETA I L SCALE: 1/2"=V-0" 12 4.01— FIBERGLASS SHINGLES 12 —`-14.0 1� INN 1 7 TEXTURED FINISH FIBERGLASS SHINGLES — — T.O.P. HDR 00 io MOD 25 SH 4 Z 16" BA — — — 16" BAND — — F.FL —---- — ---------- CLG.HGT `4 co o `° FrIl ALI- -11 1= 1--:1 L-7 I ] El LA Ej =1 1 El El FU 101 LO - Y T El T -1 0� 0 �rE T�]- L Ll DO 1 — — x' x ARA 8D — x A x A A UNIT -A 1532 UNIT-C 1624 UNIT-C 1624 UNIT -A 1532 12 4.01 FIBERGLASS SHINGLES FRONT ELEVATION SCALE: 3/16" = 1'-0" 12 14.0 FIBERGLASS SHINGLES -,..�i+•��.w�.��r..r�.��...+�r��.r�...�r�rt�...�r��.r�ir��..�r�.r�r�.�r.�r�..+��.a�.r�rrt�irr�.r��r�i..�i+��r�i+��r.�i+.��n��.r�r.�r�r..+.r��i.r��.��.r�.r��r�rr�....Y..r�r.��.r�.r�iT..��o..�r.�i.Sr. .- .- �ib��-�- fib �� rlll-� �� __� �■�i �r�� r TEXTURED FINISH TEXTURED FINISH — — — — — — — — — — a io co ---L — — 3 6068 SGD 6068 SGD UNIT -A 1532 UNIT-C 16246s SGD U6068 SGD NIT-C 1624 UNIT -A 1532 REAR ELEVATION_ SCALE: 3/16" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga. x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C.:7 �t > ++ O ono °- m X �u-a C N L � O N C: 04 � (D Q �0 N Z. U U N 4 •� Q j > •— M E C to O p >>d 0 W N O CV 1 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. H n o E10 = N N N J Na LL # �; W IA a r2r-� Jw d " Y M v a mLLii a� �o — 2'Mg 0� a' S t3O Z IL a N M Z C� N O 00 U_5 to Z W 00❑ 0 Z N z � z E3 a1 � s �LU is 0 8 to c = .� w MY 8 U 0 c o co M Q� oLL as a® QES 0 04 EC Z m� o N Z w �5 ° 3 o r 7 ai CV O T CD T it. co "' N o Cn U-) 00 r 00 N C CD N =i r < CD 0 LO *— d Z co Z c 0 E E w d m c tl U - Q p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 8 It i1i I�ulull■Dili,IW01i■��■11�■I�VYIII�IVIV�IIIiI,IdiJ,l ICI T.O.M. HDR. ---- 4 6 00 0 2ndF.FL. _---- CLG. HGT. - - T.O.M. AT GAR. 8" FRIEZE — BAND b� 00 00 C 1 '2 -14.0 J` SHINGLES -----------------------------------�-------------------�------------- ---------------- TEXTURED 13 SH FINISH 13 SH ------------------------------- 16"BAND— — — — — — ------------------------- — -- HDR. ---------- ---------- El TEXTURED FINISH 4 ` 60 00 35SH --------------- ------ - 25 SH - - - -- - - - - - - - - - - - 25 SH IV-- - - - - - - - - 12 4.01 - - - - CLG. HGT. T.O.M. AT GAR. `— 8" FRIEZE BAND c0 r 00 0 - F.FL. LEFT ELEVATION SCALE: 3/16" = 1'-0" SHINGLES -------------------------------- ----------------------------------- 0 TEXTURED 0 13 SH FINISH 13 SH 16" BAND --- -------�------ ----------------------------------------------------.-- -_----------- HDR. _ TEXTURED O O FINISH co 00 25SH 25 SH 35 SH T.O.M v iT RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C, c: , cz ` of CD ' CL U N am X CU LL a -0 O � N � N O M N Y Ctun) Q� Q E Q 0 M a .� � 3 — M ry � a L M W O O 2 C U --;-- _t7- " 70 O W 0 0 0 r:o To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v E c g ��yc 0 N 6 CM w,nm * rn i � w a M 0 U. Q0 �Yn mLLU. CL 3 a _� MM 02 �. W N r0 it OO J �� m � = IL W00 rL I Z _J N M Z a: rn O = p U cQ3 � uvi W aoa U' M z N Cl) Z z � d- aE3 N N CD cc (1) Ur s a .J ,, w M � U G) O w 8 L111 �//) N ro _- C a 0 Y Q � CM w ZM LL E i E Oa ZO 5o aLL ),y Zo Z® Q L E `CID ; Z� N z � � ro £ m& b 8 $� Z N J 28 cab �W Wgd $ dz _ U g v T 2 ci rn N0 CO T L s MCNI Co � 0 4 60 m N r O N � O O O L0 E z 0 CD N o z E a; c JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 9 �ol�l+ IIW �■ylllib i1 � W1�IIW►; I k cal �l '1 J■1� NON -VENTING SOFFIT NON -VENTING SOFFIT AInAI \/CAITIAIir'_ Cnccl AInAI \/CAITIAIr'_ On= ZONE-2 ATTIC SPACE 110 SQ FT. ATTIC SPACE NON -VENTING SOFFIT _ .. _ _ . _ . . . _ -_.. EXTEND THE (2) LAYERS Lj • -_ �- _ .. 7 OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"= V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER ration Wall SCALE: 3/4"= V-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W1(2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR PROTECTION uesign mo. usus April 09,2018 Boar ing Wall Ratng —. 2 NIL Nonbserl" WON Rating — 2 HR This design was shralueNd using A load dsatan stathod other than the LImR State& Daetan Method (sa., Warkrng Stress Daslgn Method). Forlmeb4teHM4emPlovbhg the Limit States Duran Method, such st Canada, a lead roatrietian factarehall be used — Me Gulde j=arBXU,V7 a I ndieates such products shell bear the UL or CUL Csrtkkatldn Mark for 1u rltdka Into amploying the UL ar CUL Csrtekcatlon (such as Caned&), rswpectivaIV. P !•�' se` Q�"i?li: ? 1 �t'I l vc.V% 7•5f8" MIN. 4 - i 4 Horizontal Section 1. CorlCristo Bldcdt* — Various. designs. Classification D-2 (2 hr), Sae Concrete N ,*& category for list of eligible manufacturers. 2. Mortar — Blocks laid In full bed of mortar, nom. 3/8 In. thick, of not less than 2-1/4 and rat more than 3-1/2 Paris of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more Man 90 percent hydrated lime (by cement volume). Vertical joints staggered. 3, Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification y used. where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1.1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated partite loose fill insulation add 2 hr to classification. S. Foa ivied Plastic* — (Optional -Not Shown) — 1.1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnergyShield Pro wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyrShleld CGF Pro and EnargyShleld Ply Pro CARLI AE COATINGS a WATERPROOFING INC —Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "Emerge''' CI Poll Exterior Wall tnsulatlan" and "Emerge" CI Glass Exterior Wall Insulation" HUNTER PANELS —Types Xcl-Class A, Xcl 286 RM"OPERATING L LC—'ISX-8500", "X-8510", "Thermasheath-XP', "BCOMAXcIl", 'Thermasheath-3', "Dura0eath-3" THE DOW CHEMICAL CO —Types Thermax Sheathing, Thermax Light Duty Insulaton, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax cl Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IN Insulation, Thermax Plus Liner Partsl, Thermax Heavy Duty Plus (HDP) and TUFF -Fir" cl Insulation 5A, Building Units —As an alternate to Items 5, min. 1-in thick polyisocyanurete composite foamed plastic insulation boards, nom. 48 by 48 o.96 In. RMAX OPERATING L L C — "Thermasheath-SI", "ECOBA55d', `Mermaease-CI" + Indicates sech products shell bear the UL or cULCertficaties Mark forlerledictions employing the UL or cut. Certification (such as Canada), respectively. Lett Updated on 201"4.09 GA FILE NO. ASW 0810 I PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners with steel H stud between adjacent pales of gypsum panels. (NLB) A 3/4' minimum air apace must be maintained between Steel components and adjacent framing (as lydicated by dashed IirNts in sketch). As an alternate to an air space, the steel components are covered with 8" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw a ttacflrad to the steel components. Sound tested with 2 x 4 stud wall faced with 112" regular gypsum wallboard each side of assembly and 3-112" gins fiber in stud space on both sides. Height limitalion 88 feet. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC...................................... 1" DerISGlessO Shaftliner 2 HOUR 1 85 to 88 STC FIRE I BOUND Thickness: 3-1Z (Fire) 11.3/4" (Sound) Approx. Wai 9.5 pal Fwe Test WH149&1290, 11-15.94; fTS Design GPNVA 12004; WHI4W12W 3.15.95: WHI 496-0743 & 0744, 1-28 & 3D4& IT'S 31M814CO04M 8.30.W; UL R2717, 04NKD3115, 8.18.04, UL Design U373 Sand Test: RALTL70-291,8.31-10 ROOF PLAN SCALE: 1/ "=1'-0" "moo r p ti 0 s s_U� N •� m x LI_ O C r- �o c�NY (D 0 < U '- 3 N� •� T p 3 > - Q Q u' a — E 1= (a (n O O a C: � LEI N N O N O N O -f, - i � it � • ..�,' 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 n H E ` ^ p N 8 OM C tY W tzV' LQ aN C4 O u- a Y L LL a O 13 _ g y4m 0 O � C4 O W�Oj°' d ¢ a J f— Z � � Z toy N IL O6 8 Z W CD 2 Z N z Q N U) V) GX LL, U � OLL, N c d LLj C) 0 N Qc � r o w z CL E 20 sLL ze �o zeq E ao B -a0 w 1... O o�$ zU3y�� VJ J c"�b g�i r g ZZ 50 aY W T LL ~ 5 5 o�T} rn m N0 Ito T L Co � O M � N V 04 LO Cr 4 r 00 m N N +_a O N 0 0 T Q r- d- N r o a z CDiri E Z 0. o a3 U J Q t] c JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 10 DING WHICH TYPE =S ARE ORDERED ID BRG OR TRUSSES a INTO MASONRY) 7OR IS TO FOLLOW EET REQUIRED DUE PE OF TRUSSES TO -ED. OTHER D1 SHEET CAN BE IGNORED OR REMOVED. (TRUSS LEDGER IS PRIMARY DESIGN w/ BUCKETS AS THE OPTION) LOW ROOF / FLOOR FRAMING PLAN SCALE: Y4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1 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 R73 345 305 8 - 8d x 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1061-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 '* 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 "" 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME MGT 3965 3330 j 22 -10d x (1) 5/8" ATR w/ 12" 1 MUGT15 1 4175 1 122-10dx(1)5/8'-ATRw/12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C l EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d _ HCP2 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)1 Od x 1-1/2" ` MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS 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) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS ENGINEERED CLADDING W NDFPR PRESSURES AND OSUUCTIIONIS FOR MEAN ALLOWABLE :5 5 ftND RS H 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 (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 1 49.57 49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 (2%) or 1Y32" EXP. 1 (32/16) TILE: 1Y32" EXP. 1 (33`ts) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft I ji a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] cV ni p CD N �-V Q CO (a LL 'O O C N T O (>3 � Q1 N 0_ < O M U N O '> 3 ,? ry N Q.0 Cj� — E C (A O O If CU `- O n Lu CV 0 CV CD 0 CV 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. 0 W S E oro o o O N 8 N to Lt; t71 iC W ti JLud rNiv LLaShe 0 JLLu_ 0.. W S Z_ 2mg 02 O J W a a LL = ¢ a N Nz Rtn0 Z OU W z N f7 z Z Q �4 _D ij— O U ) v) YZN LU C!�: w � Q � N MQ s�o co co = J E m saS o0 _® � " a Q� s i o 20 0 Z C7 N w m� . >z a� 2z W di 3 0- ` g z w o� m Cfl L CU "t :3 N 0 cN co 0 CD N � .0 CDL0 N O T O T o E :3Z O Z a E o a o c °] JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. r II IUNIT-A 1532 JUNIT-C 1624 JUNIT-C 1624 ROOF FRAMING PLAN SCALE: X"=1'-0" JUNIT-A 1532 NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 (2) SIMPSON HTSM16 STRAPS W/ (4)'/4" x 2 Y4" TITENS AND (8) 10d x 1 1/2"NAILS ONE TO EACH SIDE OF GIRDER. INSTALL GIRDER CONNECTIONS PRIOR TO TRUSS TO TRUSS BUCKETS. S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1 /2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS ----- J HTT5 4350 3740 5l8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. / 26 10d x1-_1_/_2_ K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2_TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR - M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 '" 1006/915 ** 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 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME - U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 310_0_-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 1 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 20)1Od x 1-1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING 12 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 a (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 PI,Y LAEDGER—I x COIIvvT LEDGER n u SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED CLADD CLADDING WIND PRESSURES AND ALLOWABLEOSUUCTIIONIS FORM AN ROOFCOMPONENTS :5 5 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (24/16) or 1 Y32" EXP. 1 (37'6) TILE: 15[/32" EXP. 1 (3�s) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15132", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 tOd (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 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] ...0 C-4 c-, W � O c.D 0O 1` O r_T CL ^' CL X �. M U - <.;- -O O C:N O M N -CC C, Q� E+<Q N Q O In 3 > > O 0__Q — E C (6 0 O O M L > 711 W N 0 N 0 CN y=: 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rb rr a o � �CO-1 O N CO J C a0 °� vc Lu ,n a J LLL LL [L 1133 2 c`m°g'o% - m O Z ° N M Z N Q IL v = p U vi WI Z C-4 Q Z � 13 V) 21- w TN 0 v(D3 4-d cn (u w OC) w (:/1 (a �- A as w a� o 40 � M zo� s U_ E 0 i o g aLL ZO oa Z of o ° ro$Z p 0 z N J ab �� 3 a � $ s l; az W hLL � 4 coO 4 T LO �r = CN 0 C,O L CU I = N qT M LO ('V t U) 0 00 +m CN � H N � LO Q o fV T E = O o z z a U _j Q a JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 12 ►� no■��u�lra�il�luy� I u��i �ls 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 1 vG.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 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F..O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS © TRACK LIGHT �—� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;QX EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-9 PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH 12 J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I J—� I I I I I I LAV -_ 3" VTR I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 LOAD WATTS 0 -OTHER OTHER AD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10 at 10000 BALANCE OF WATTS AT 40% 94 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS — 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP TCI'l \IA \1 1 0-200 A P Serial Cable NEMA 3R Power Co. Feed _--, IJ I- __-7- #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. a OUTDOOR LIVING 1\ ^ INSTALL LIGHT ��S /i> ROUGH -IN / J�fi FOR OPT. FAN/LIGHT I `� \' GFI .N% -----I--- DINING KITCHEN 1 FI I 0 i GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT* � 1 r� I I 1 / FOYER <�, I I I I DB ENtRY WP0 - LIGHT AS 1�9) Flo PER SPECS DB&GFI TO — BE ALIGNED VERTICALLY i C.M 9 1 UPSTAIRS C GFI @ 44" ` \ W.H. A.F.F. ' \ O I \ 1 I I I GARAG E I 1 GARAGE LIGHT AS PER SPECS - GARAGE O DOOR - GFI --------------- I I � bZ I I a I I N � I W I I >W I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—A 1532 SCALE: Ya"=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, 2ND ELECTRICAL — UNIT —A 1532 SCALE: X"=1'-0" -,; W _C_ 0 otic_� Q c) �I LL- C, -0 0 V CDND� -0 N C x QCi E O f N Q a .>C) > 3 > CK O. � — E C (a O O r` U �. 7 > Y N 0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 9 N N LL r» ,n c °- ul J) LL ura Q U_ a � Z o LLI p�t��roQa a auW 0 NMZ O 4_jcoLL OV Z= 01 1 CD z � z � � J- d � t/) �4-JLU - N z M U N C) 0 W Vto c d 03 C N'0 � Q sr M „� W Z E b �® Q E Z i- ogY y raN 0 mg>0�Z CN;n- CCZ((�� J� s8u aZ W U Z LL o r rn �- C-4 m r CD L 1 C� � ,I- N o �I Cr r 0 4 0 00 m N ate-+ r_ N CN T 1 O :ri V � o E z O E iu `m JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 13 ■ �w� s_��wws.■��■ua a b�.�� - . _. J. I - ° - - �11= ll �e : 1 . se .i -ilk idillLhs :Ja ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Fff DUPLEX OUTLET ABOVE COUNTER �W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET tzt DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH t4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 1 ` Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P9 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) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I ELECTRIC METER LL ELECTRIC PANEL DISCONNECT SWITCH J ROUGH -IN FOR OPT. CEILING FAN G C"�� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT ELECTRICAL SPECIFICATION NOTES: 3" VTR 3" VTR AIL ELECTRICAL CONTRACTOR MUST VERIFY AIL I WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES I SHOWN ARE FOR LOCATION PURPOSES. I I I —t I OPT. I I LAV LAV j I HANSON BOX I I I 3 LAV �� I WIC 3" SHOWER � DISCONNECT TUB/ -- -- —-- --... — --1 W/C SHOWER _ FAR OUTDOOR LIVING C.O.STU6TU VENT DBL SINK INSTALL LIGHT `�S /i� W/ DISP. ROUGH -IN 2" FOR OPT. ��i \�� LAV W/C 3,. 3" FAN/LIGHT WP 2" z., PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS OTHERAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 st 10 KW at o 0000 BALANCE OF WATTS AT 40 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31768 LOAD WATTS -- 240 VOLTS I AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP 0 TERMINAL BOX O TENANT PANEL w! 150 150 AMP 150 AMP AMP INSIDE MAIN 0 0 150 AMP 150 AMP 0 0 150 AMP 150 AMP GROUND 1/0 CU. TO BUILDING STEEL �— 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17 LOCAL CODES AND THE LOCAL POWER CO. -----I--- 1 DINING KITCHEN 1 / --- �/ GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. CH FAN/LIGHT 1 I I FOYER `�, I I I DB ENtRY WP0— LIGNT AS b GFI& PER SPECS DB &GFI TO BE ALIGNED VERTICALLY G 1 UPSTAIRS C , I GFI @ 44" ` \ \ ` W.H. A.F.F. 1 \ p I \ 1 I GARAGE I I GARAGE LIGHT AS PER SPECS GARAGE ODOOR GFI r------------------ I I I I J IL w I I I bZ F I I pQ- Q I N w I i D LU I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4'=1'-0" c, cv 0 L-(-)(,) Q i00 N CU LL d �. O C O � O N � � c Q� C Q V^ M h N 3 W /1 U i[ > C: C) . -M w � a) ao ° -XEc � 0 O O C U �_ (U `'— ' �- LLJ N O N 0 CV 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. 00 Q S E r, op r- LL Lo C' 'coJ � u- W 0 4 Cn, r- r- ZP W 0- �LLLL J _ 0 L r pyy, cr 00 J W W C" ip m ��QjO' d L II2 LL N �Z QQuo U 00 _ W OU ❑ 0 ❑ � z z Z o v J — I^n z 0 W 1 0 o u- 4-J U � 0 L/ LL, 1 �U*) c A RIM® I W J g I _ N sr Cl) U- LL C CO io Q d oY C7 E °dz N fo C C: oLL >� Z �pp N g a g$ V yZ WCX. U j y � o T >CD = ai T � �d C-4 _ CU M CU "t :3 CAI o 11 O CV 4 O 00 Co N � N C Q O N �-- LO r � � Ln 4) o E C C) E N do) C C a U � :0 p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 13 iu.PuI7l n1NI_dwlI��NNAIP 7�1t1.1fill. 11 IFN� Mm*lwWill—R!IMa 1R1ligIIIl.l I IIIl I I I 1� --� 1 �L� 1II Il 1 ��I 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer 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 13 THREE-WAY SWITCH 24 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 3" VTR AIL I I I I I I I I I I LAV 3" VTR AIL I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1560 SUBTOTAL: 10875 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at 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 AMPS: 133 PROVIDE 150 AMP SERVICE :1 Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP ETER MA N A0-200 A0 I I T /—Serial Cable 3R Power Co. Feed —Ij I- l—r- #4 Solid COPPER Ground II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. / <��fi�� FAN/LIGHT i \1 GFI .K Q) (U)GFI ---- L� 1 DINING KITCHEN 1 FI --- --- GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /,,>ROUGH -IN\ FOR OPT. FAN/LIGHT 1 I I I 1 / m NTRY I, IGHT AS ER SPECS a u U ,��uOA ? .`m DISCONNECT RECEPTACLE FOR •�, - • 9 RANGE HOOD PER i - SPEC-% o, Oil j UPSTAIRS F . 4" \`kW. H. .F. ' \ p I GARAGE I I GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI --------------- I I J I I Ip z I I�• ¢ IQ a I I I� Q I Ij U I I�- U I IW I J 5 W I COACH LIGHTS OR PREWIRE AS PER SPECS 1ST ELECTRICAL —UNIT—C 1624 scnLe: y,"=r-o" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2ND ELECTRICAL — UNIT—C 1624 SCALE: Yy"=1'-0" _0 C-4 O 0O ti O U 00 Qm X M LL i =N� M O a)� c 00)E Q Q 0 `- N>3L U N • W \ > REV > I�//\ N c O > d 0 LL N O 0 N 0 v -- 4,1 To the best of the Engineer's knowledge, information and belief, the structural plans and specificafions contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W U9 cno E ��p NN S2 G tJL NO N it W 0 a CB r- r.� Z - w a- C14 CD C'CQ LLLL aN Z _ i L M 0 8 C_mo� L = �: N MZ �rnp Q U _j 0 Z W 000 z Z � �94 (nv) 94 �Co (Da�_ 0— L.0 N 'F n �0 V) C2--N <� U 0, Q s o0 o M s0 W (� E a° a �R zo Q , C C a O N � C L < o N c - C .0 g° >Z Z fn J u�m �w w o Uw W a �r J < 4 5 ° o o T rn Co d CV Co 0 T CO L 1 CO I = Cq o �I M Ul) Cr N U) O 00 4.jm N N C LO 1 M Q va d Z C E E 0 _ y iu w v C c a a o JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 15 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF 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 14 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 lO EXHAUST FAN ; WO EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _Q ELECTRIC PANEL DISCONNECT SWITCH J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 3" VTR �L I I I I I , I , I , LAV 3" VTR jiL I I I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER OPT. LAV LOAD CALCULATIONS UNIT-C 1624 (1624) SQ. FT. AT 3 WATTS / SQ. F.T. 1625 S.F. 4875 SMALL APPLIANCE CIRCUIT AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1560 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 SUBTOTAL: 23060 TOTAL: 33935 1st 10 KW at o BALANCE OF WATTS AT 574 AIR CONDITIONER WATTS AT 1 0% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 1 5200 TOTAL: 31878 LOAD WATTS -- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP 0 TERMINAL BOX O TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN 0 0 150 AMP 150 AMP 00 1P 150 AMP GROUND 1/0 CU. TO BUILDING STEEL EU 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 -17 LOCAL CODES AND THE LOCAL POWER CO. DB & GFI TO BE ALIGNED VERTICALLY ------------------------- OUTDOOR LIVING INSTALL LIGHT ROUGH -IN FOR OPT. FAN/LIGHT GFI .rw 1 L� t DINING KITCHEN GFI SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM /^ROUGH -IN\ FOR OPT. FAN/LIGHT 1 I 1 / \� VTRY GHT AS bO =R SPECS I I N�] 0 I I I I I rGE1-j C.M 1 UPSTAIRS IP .F. 1 \ p 1 I GARAG E I I 1 \ GARAGE LIGHT AS ,PER SPECS GARAGE DOOR GFI — — — — — — — — — — — — — — — I I � I I IZ zW 1° a I I IQ nJ I IU I I I— � W I h I COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL - UNIT-C 1624 SCALE: YV=V-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 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: Ya"=1'-0" .O ti' N O O ti O N Q m cUU_a CND M O M 6 W a) N c N Q_ Q Q t6 U ?� U W- N Q IIII E c M N O O �LLLJ N 0 N 0 0 �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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 .9 W �E �°° M Q � `Q- N pp N J ' - O 4 � iJR LL 0 �i,�i� as co c, V d Y 4 �LL LL a W o _ rccg 0 � �. 'UJ N �NZ ILW z N C7 Z to O qco N OU U5'2r% W ❑00 W V z z � z C> J — d G N n ZC1N /^ C 11 v� LL 0 w CD N c W U Qc � W sr Z z O Z . Q E a o0R i y N Za 2 ZO E ai a ? N N C oY oLL Z J a az U W !H o� d - o o T� CV r— Co L CN (U = N M 4 O 00 a, m N N T r O � In E Z c O y E Z B y c JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 15 u JlAil OUTDOOR LIVING I I ® I I I DINING KITCHEN I ® I I I I I I I GREAT ROOM METER BANK ® (SEE ELEC. RISER DIAGRAM SHOWN ON - - - UNIT ELECT. PLAN) - - - I ■ 1 - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------- OUTDOOR LIVING I I I I I I 0101 KITCHEN I I I I I EULI I----------- it ------ OUTDOOR LIVING OUTDOOR LIVING m m ® ■ ■ ■ ■ [ID1 ■ Fv I I I I I I I I I I DINING DINING KITCHEN I ,O O, I KITCHEN DINING I I I I I I I I I I -- - � I I I I O O r---� L---� CD I I L -_ -J I L_-... J GREAT ROOM 1 � H.W \ CA 1-RAGE 1-CAR GARAGE I R�� ■ PROVIDE A MIN. 12" VERTICAL SEPARATION FROM ANY / ALL UNDERGROUND UTILITIES UNIT -A 1532 1... I �1 1 UNIT-C \ \1624 Ing ur �.. r.. u. ur GREAT ROOM W.H. O GREAT ROOM 1-CAR GARAGE UNIT -A 1532 I I ■ I I I I I I I 1 I I I I I I I I I I ELECTRICAL SERVICE PLAN SCALE: A"=V-0" car 0 0 �x Q U M N m �q m LL Q (D I_ V CU O m Q� L. E •— C. Q 0 c U C , wa)>_ UC-S� C C a to O O (U >%t1 �LLI N O N O NO 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 h t0 h ;k LQ 0 C J LL t LL rW 0. ai v 0. x C w 0t � LL Z _ 0 i t '� N tD m O J z 2 70 Q 04 Cl) N O =IL pV c3 i W y) ❑0❑ z z z V I n �U LUD O C c'G C .Q3 O Cl> M w ? __j UgLF _ O o oLL SS2 ze Q E cc v U 00 O E N n �w -5 C/) g Z Cn W3 > 8 0.1 gO g_ 0.1 0I r o r ui rn N r T CV co q`:t Cr N co 0 00 r ° v 0° d' N .Q Cq C QN 0) C 1 N In T— °� m w O N o Z Z E E m 16 m 0- U ¢ p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. 16 GE-m 0(�u`� TYPE DESIGNATION #5REBAR ATTOP GENERAL INSTALLATION NOTES F = FILLED WITH MIN. (1) REQ'D 1. Provide full mortar head and bed joints. GROUT / U = UNFILLED -1/2" 2. Shore filled lintels as required. a o R = RECESSED CLEAR 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 QTY. OF #5 ° vertical cell reinforcing and grouting. REBAR @ BOTTOM 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and OF LINTEL CAVITY = longer with a nominal height of 8" meet or exceed U180. 0 a ° .M.U. 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 F 16 B/ 1 T a Z ° 8. Cast -in -place u concrete may be provided in composite lintel in lieu of concrete masonry units. a0 i ° ^ a 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 � z ° ° GROUT 10• Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. t f° 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have LNOMINA QUANTITY OF 5 REBAR AT a coating of stucco applied in accordance with ASTM C-926 or other approved WIDTH #5 REBAR AT TOP ° O BOTTOM OF LINTEL CAVITY coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) NOMINAL- o OTTOM REINFORCING loads shoud be checked for combine loading with the following equation: HEIGHT PROVIDED IN LINTEL Applied vertical load Applied horizontal load + O 7.5/8"ACTUAL (VARIES) Safe vertical load Safe horizontal load . 8" N MINAL WIDTH MATERIA S 1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. 2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade 3. grouted per ASTM C476 fg = 3000 psi w/ 7. 270 low relaxation. 4, maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. 5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. minimum net area compressive strength = 1900 psi. LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL 0 0 0 0 0 o o INFORMATION ONLY. 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE O ® •. °'' © TO BE ASSUMED TO BE 16" MINIMUM DEPTH. o. • Ub,' 3. THE NUMBER OF COURSES OF MASONRY REQUIRED . e .UAD O O O 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T �- BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE © O O O o 0 0 oU6, o o COORDINATED WITH THE ELEVATION DRAWINGS 8F20-1B/1T 8F20-OB/1T o o o 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR 8F24-1B/1T 8F24-0B/1T © 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. (D� (D) nD nD nD nD nD nD I Cl 2ND FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1.1/2" CLEAR Ww W co U to C.M.U. Z?5dO N O m _ W J w LX O L ccu L) F- z W zUi #5 REBAR AT BOTTOM MIN. (1) RECID U7LLO� 1 6 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 EMIN. OE MIN. MIN.( E (�) MIN. O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN SCALE: 3/16"=1'-0" r- oo 0- Uco co cU LL n- C C cU o M C •cA Q O M N U N -Q a U Q1 O C 3 > .� ,(� w 0- Q E C to O O C U > > EL W cF1 0 N _o N O V x: 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 - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti E a o Mg N J N OI LL QyMa N O LL d � Y a �Wr.SKJ� 13 JJu'� LL �O Z r- M 0, 0(1 OpN, (; do TcQa7MZ ILW� rY n O UvUO= W E]I]1:1 0 z � $ z - N i Z W U' s 0t/ � 4- V u> LL C:1 of O V) W 8 c m 0. a N r` (9 C�n f ¢w zg_ J E ma >Za d zA O f6 U F- O a V UO QU Z O � iq 4 O�yd L r0 N 0 zQ OY N U m FO �Z )Z Z m i $ go agz W s o r E O r E2 pN N 0 Cp T M Co I = N o V 4 U 00 CO N F- N r CO C O L0 Q Q In d- CN r o M Z CD E of 0 Z a.0 E J �' :? Q� Q C 0) JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. L 1 16ly!lll _, 1SIIill 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 60INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xi 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10, FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2,4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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" Y„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 WI 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANSU.N.O.NO ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4, 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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 sipn 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. Irrigaation/sprinkl r systems including nth risers and spray heads sha I nbt be installed w in V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - gncrete overpog and mortar along the foundation perimeter must be removed be ore exterior sot 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 install,�d after construction is complete, including landscaping and irrigation. Any soli disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0O ti o Q rJ co a CO N U d M O CV C N 'N 0- .t Q 0 .>U M 0 O in LLJ CV 0 (V 0 04 0 .q ' ... ark• 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. rM � camp O N �Z �u; uu Lop 0 u. a Y o) � rN Q J LL LL a N 0 Z[]I c `m g�g rrn Z co M Z IL ILW N r4i Z p U 0) W DOD z z � z U1 z C9 0 N c U � LLJ 2 8 ¢ g Ist C:,I zS a, W zo °wa E UO Zo E If �i ° �i gW CN Como _M co C: g go Z Cn J w g go WW Jo cw w� moo' O_ s o T or M � C- 0 co Co qt" 0 c�i N CV LO V) O 0 00 m N 04� (V LO T O O L0 04 T- m O o Z z in E a 0 ° ¢ o JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. m_ ., = I i u1_ A :m � a �J WjWill��l� � iu� ■� W�Yrllfll �ll�d , ��,3,, JIIII Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in ;vor--20 One 10d box areas=20 of high sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF L HOME H C G GARAGE SIDE 0 O 0 5'-0" o - STUB -OUT FOR 0 o o i:V Cry GAS METER � 0 0 0 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking .der, Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. rvv nv��a t�n�.�r r MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges it it FILL CELL—N STD. 900 HOOK r- BOND BEAM w ac > STD. 90° __�CONT. #5 BAR I HOOK �I I BAR �T #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE �., PLAN FOR MORE INFO I�CONT. BASE PLATE BEARING COLUMN ( -I PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND Ir' �� :%'f�SHEATHING PER PLAN CONNECTION l-�''.'j —TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI +'—MASONRY WALL OR INTERIOR BRG. WALL f TJI PER PLAN r • I '� ' OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2 " min. 2" max. 4 max. - Web Stiffener Fastener S66dule Joist B .arin Location Series IDe th End Intermediate BCI 5000s® 111 8" } 2-8d 3-8d Clinch nails- 9-1/2' 2-8d �- 2-8d when BC16000s® 11-7/8" 2-8d 3-8d -- possible BCl6500s® 14" 2-8d I 5-8d I _Y Il 2-8d 6-8d —� 11--7/8" 2-8d 3-8d BC160s 142-8d 5-8d Tight fit -- " 161,2-8d 6-8d \ 1111-7/8" 3-16d - 3-16d� 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 114" 5-16d 5-16d required when indicated or 4" max. 16'6-16d j 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 17077.0 NINE I' A 1Y" ROUND HOLE MAY J ^ ^ 6 A CUT ANYWHERE IN 6 611 CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN %22" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ...,Install tight to top flange. Joist hanger L•' \Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. j 1/4"-2" gap - -I I � Backer Block � —I "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height ] T requirements 0.6 X Joist o ✓ / depth I -JOISTS BUCKETS N.T.S. SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( 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 SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ • ' ° SEE PLAN FOR--'•• • . • FOUNDATION INFO ' a. • ° STEM FOUNDATION GRADE ° v ° ° ° REINF. SEE PLAN r i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION a ° d L ° ° �-1 °d .° c0 Z \ • -0• J ° /Y SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 e ° ° -- 4 -- - ° ° 4° L 4 QI - -I ° ° ° ° ° III�III,;I SEE FND. PLN. SIZE & REINF. �a pf O Qm X MLL *� o V M O CD c a) aY N 4 a)t2 c NE Q Q 0 3: M N U N -0 3 L > .— M Q) > _ >, W N Q. _0 ¢ (IfE a C to O 0 '>a oW N N 0 0 (.1 i .. Ta the best of the Eng e I e, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �$ � $ � 0Lo 0 d) #" NMv� r` a a,r6y0 0 �LLLL 0 Z fY t m a d m W Z L p! o �rnv, d CO a a N Mz y 0 q pV aU�(0 Z tL ❑❑❑ � z z z � z r, ¢ $ U) n wag ^V)' W z iD . C1 *O c N �N r U U ¢ • �0 see 61 E z� oo a _• Q zO E E ~ E ro 40 O . as *o 6a , z N mto�: �z �r_�z c g > Z z .s tl W g U N o o T- CN (V 0 r � a A�t `v ItcN � Nlot Cr 4 r 0 T_ is m �j `11VC�I � � N CD � -' r CD CD Ir- 0 a d- Q N Ln *'- ci N ;i� ? O Nl o Z m o- E E 0 Q p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. SN 1 z L � _ 11! �l:�.i:L! JiIYI�WIIOII��WIl1Y1I1..1W1,�:.L� Alt ' :.., IiViYal� 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS -\ / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 21 / 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E &COMPONENTS ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" w/ R903.2, FLORIDAD BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)i44B 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° . SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM _ - - D7158-CLASS G or H, or ASTMD3161-CLASS F, IN 12 ACCORDANCE w/ TABLE(NP•) so VARIES R905.2.6.1,FLORIDABUILDINGCODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 ELEV. VARIES _ 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"ff%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 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 a NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N p •> ;0 Cn t. ;0 6 MIL VAPOR ► _ BARRIER t �I ' D 11 _z � N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.___,/1'-4" (1 STORY) ON 3" CHAIRS TYP. (SEE STD.90DETAIL) 4„ 1'-8" (2 STORY) U.N.O. 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 \ I��j O.H.D. RECESS 9F- 11 all .,�I♦ SEE A/S3 OR J/S6 st IF FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 41 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 %8' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN ,O.C.@ 24„ O.C.) EDGESAND SLAB & BLOCK °� 12" O@ FIELD "SIMILAR AT FOUNDATION ONLY" ,,, „„ „ @ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE 2"0016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS /2" �� 6 x 6 W1.4 x W1.4 z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �` WWF OR FIBERMESH ELEV. 4-31/� A.F.F. p o / N � o ° � . ° -XF1/2"(min.)- 4" o 4 �. 1/2"(min.)-4" 3 1/2"(m n. 4" - � C3112"(min) 4" -r -41 j I— T1� _ — (2) #5 CON4' 8" (2) #5 CONT. T. 4„ TT7 41, � TrTg 1'-4" GARAGE SLAB AT STEP rB"� U.N.O.ALMIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc`��@ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS C14 2x P.T. PLATE TYP I ASSUMED FINISHED ' '4 1 GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 - z 0 T NE: _ - - * FOR BEARING WALL I -r W/ UPLIFT ONLY _ FRAME WALL C.M.U. WALL CONNECTION f " 1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00I IF (1 5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT CV M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. E_ N ' M 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GONE �.'t PG°'' 4�E� SEGUP� SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M OW!, s CIO J INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR c •� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR A j z GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE M D -0 P • FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BA RIER —Tfl ; ° .' Tfl - T #5 REINFORCING BAR R 1 7/8" TffTT Tff C z _ �TT TTf T N its I AP. PI IC F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM —PTIT TIT �7Tff= D1557) rr� r 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. oo 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM INTERIOR f CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ m S E - N II M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOaFROM a BOLTS 6" MAXEND OF 2" x P uj o U � ° . a — — 16 - p. w �ri — ° to - - (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH c (TYP.) 8" V-4" 8" 10 10" " #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " SEE PLAN FOR " " CONNECTION INFO _Cv ° TOP OF BEAM & LAYOUT DESIGN ° .. SEE ROOF PLAN c ° °. A. (2) HTS20 FOR STRUCTURAL .- - - -_ _ BEAM SIZE & 4 CONNECTION INFO i ° z2x4 #2 SYP P.T. FRAMING w/ PLLATEATE SEE A/S3/J/S6 9 MIN 7/16" O.S.B. SHEATHING 8" O.S.B.o.s.z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL > LU SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE 25 W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING �'-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS - -INSULATION PER CHART Z TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING.' ' ON FLOOR PLAN w -co 0 SIZE VARIES PER PLAN M CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS oo ? GRAD -1 E = > FILLED SOLID (SEE PLAN FOR 17 I i-- _ 1 6 x 6 W1.4 x W1.4 % w SIZE AND REINFORCEMENT) c� • WWF OR FIBERMESH r, a w o - v BRICK PAVERS or SLAB PER p o U) _ • • • • z z • COMMUNITY SPECS " 0'-0" FIN. FLR. -TTf�ll _-- _ _ --- FOOTING J U - I' _ BEYOND ti PAD REINFORCEMENT 3 MIN. CLEARANCE (SE E E SCHEDULE) . ••'1 SEE F UNOA TION FOOTING WIDTH ' • CONC. PAD INFO. ' SEE SCHEDULE K TAPERED COLUMN FRAMING CDl2 PATIO COLUMN FTG. DETAIL N S3 SCALE: y< -� SCALE: N.T.S. S3 `j _0 �..0 p t` O N a CIO MLL� :L O L M O M c�NY c: N Q_ Q Q 0 M C) U a •> Qi Q M — E r M in CI O �_ (p � = � EL W N O CV 0 TI:, r.f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W Q 0 (p�E w S 8 N (04 (V J 0 N CL 04 c u, d Y Q C J W N Z gc- Rg oW W � L Nfh mQd aaJ C-DWGo LO oZ 0LLZ 04 = 00 U y W � z z z S a �Ln z Q) U 5 i-+ f>3 •U co ILL w � o '1'C• 0 w N C LU c 0 Q Y � N o 0� E g a Q E o wirO Z� o E � ° ¢ ro C _ C o x° NO '0 °� z� T�2 z N J e UT W N o r v, N c0 T� L co It cN CV I� Cr r I_ 0 o � CO , m C) CN +_' O LO LO N w 4 C_-)N o Z Z = a E E •• U v P3 � _j ¢ p JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. S3 (MONO) r .1 I . ,..,L . _yL.L XL Ii Ii1IdI HIIIJa I: _-- _ - ± ,,�r ►flu' (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) — 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,'~ . STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 _ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d \ �I NAILS AT EACH STUD \� —DOOR OPENING ---- DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (To.) ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS "- SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 NAILS AT EA TRUSS PSON HETA20 w/ (8)1VER0 CAL/WEB (N4" BLOCK AT EMI STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B MAIN SPAN FTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S(I VERT C AM KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT J � � 11 ::;I INIEm 11m �IN illll IIi� .. Warr IN I��■ MIN NOTES: 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD kcl SIMPSON SP1 w/ (10)1Old NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE 1J FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. I —ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. Uj r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 3411 10" 6 3/4" 31/2"- S�cF 0 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) I ALJ 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. S T.. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.S4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1 2 1 (2) (1) LSTA30 4'- 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (4) 121 LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO SIMPSON H174 TYP. Op OA U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4 SPLICE STAGGERED ATTACH ALL -' �J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON � SP4 SIMPSON SP4 / . SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON S11 IMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U V*5 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) 77 #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. �] PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD o o S4 o B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) oSHEATHING • SIMPSON SP2 wl (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. O 1 O aU N �C0X m C)L_ C: V N O m c � �Y N CL �. -c- o Q Q 3 m U (D N N C) w a)7—V w fY ( 0--c — E c M to 0 0 C U �, M L FLW c.i 0 0 'a 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 = n aE t�pp�� C', 8 R J V 0 N O C § LL LL �; 2 S N rnmup aV LLa u-U_ wa� z � 1°oG f000g i0 W��OjO1 0 'pNcO m O a IL z =- a co Nd .q7a� N fh Z Q N U O U C� —' N _ W ❑00 n Z z z J a. v �4-J (D I C1 .1170 o. OW V) c v W UCLI C) < Y • N sr o M W E a w�zo K° S° z o %Z �o � m "' in C Z W Q �Z W W �5 a I iad 09. o r > rn �' N ro CO CiCo c It = N U10 Cr r 8 C:)CO +-0 m N .0 N Q T O - LO CD 0) 143 C)T N Ln r 6 m � C:) o r_ r3 0 H B f0 a U ,° 't 0 � JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. S4 nr i WIIIIIWIWEM u,4dlYll l�ll�l SIMPSON HGAM11 W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (I 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 TOENA7NAILS---,\ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX• 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9"SEE 10/S5BACKNAIL 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°t45' t SEESTRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 0 0/C. EXTEND AT LEAST 90% OF JOINT W/ (3) "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH ATEACH (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE& BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE ) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d ENDd GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1003" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. N THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELDat� INTO 2"6" PTPLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O,C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9"BACKNAIL w/ (2)16d NAILSUNSUPPORTED, MAX, 9" IF >9"SEE 10/S5SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE2x4 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)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOELENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. ENDGABLE 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 O FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELDEND TYP. TOP & O.C. FIELD ATTACHED (2)16d NAILSBOTTOM W/ (2)16d TOENAILS 2x4'7 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" 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 1Odx3" @ 4" O/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"x1 1/2" SDS SCREWSJO.C. MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" FA TRUSS & (4)1/4"1 SDS SCREWS TO PLATES AT 2 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 1Odxl 1/2" NAILS AT EA. & (4)1/11/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/11/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCKSCALE: N.T.S.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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP .- SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION � SCHEDULEFOR SHEATHING DETAIL BACKNAIL-WOOD 1 1 1/"(2)16d NAILS TRUSSES `D � � 2"x4"CROSS BRACE-2x4 8" FROM RAT RUN BRACINGAPPROX. RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT W/ )TRUSS BOTT. CHORD FOR 4 SPANSATTACHED 1dC& (2)10d TOEH @ EA. END W/ 2 -16dNAILS 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 NAILSFIRST @ 48" 0/C FOR THE (2)16d NAILS2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 4112") OR EQUAL (4) ROWS OF 'TRUSSES O/C w/ (2)16d FROM EA.TOENAILS @ EA. ENDNOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALLOF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7 ON TOP OF PANELLBNGFASTEN WITH 2X4 BLOCKING W/ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGMBLOCKING @ 48" 0/CGABLE TRUSS RTICAL xSIMPSON SP2 w/ (12)10d2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLNAILS AT EACH STUD(2) 2"x8" "L"BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. . 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 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR .,,CONNECTION EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS , NON - LOAD BEARI G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) K- SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE Iii CROSS BRACING DETAIL J� SCALE: N.T.S. 12" SH SCHEDULE ITTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAILSCALE: N.T.S.SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 5 S5 6 rl S5 • r i CONT. BEARING 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"0/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/13/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"1 (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 'i BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/1 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/1 1/2" SDS -l.Vl\ 1. DGMffIIYV - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. 9 C'f' a CORNER JACK U Y � U i cc W Z O U HIP FRAMING REFERENCE PLAN z w `,BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq q Hl ON NO M� No AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. g�: 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 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 30'1- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0O�O CL N >- Cu LL a -0 O L C N C M O M � (D C: a_ Q < 0 1 ti U 3 L N N E c U O j a .5 T -'t7 >>a. 0uJ N N 0 N 0 !rare 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � Q 00 O 19 fl- N4! V Q Yam' CNu R J LL a0 R . LL W N M 0 u- a d 0 /1 V 0 LL - a 3 o L 0 O W�Nm 0o� Z � Mz �v�p Z Q U - y OU W ❑❑❑ z TM _ �U � 0 LU N c U U C Q Y � 0 see O CID M w .o Q U_ af E a o a �' > z° oa U qj E go z o i �� dp WW no oY,z mE gZ Z�C .: J y8 Z C w $ z0 go az W OL `cf f w il°d ar �u S O T' LO ui N ^, 0 CU 114T cNU-i N d0' Cr 4) r r^ v O 00 .C� N p N LO r Q O O LO CV r o Z cc Z C C:) E E a y w C Q. U J }y Q ❑ J JOB NO: 22-01142-01139 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 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB :::i/ DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2,5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. If FLOOR SYSTEM ER\ - 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: rm II11� � ■ r 1�I1=11�111_ �- FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w Lu F_�a— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - F METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT Ix w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE ISH GRADE ;0 \—STD.90'HOOK (3) # 5 REBAR ON Y CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0° S6 SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------- "SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED z INSTALLED PER. MANUF. o SIMPSON HETA20 wl (8)10dx1 1/2"07 NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION B S6 @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING MT TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O0 SEE FRAMING WEEP SCREED q tz PLAN '' . INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" I I O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL Wl (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 lil R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 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 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ZIP T I I)� 1 (3) #5 CONT. ON 3" 8" V-8" 8° CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OS13 EXPOSUREI k, x SHEATHING F PROVIDE 1711,1-; BLOCKINGASREQUIRED PERt SECTION X-X IFiNOT FULL HEIGHT SHEET III II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I F T —T II F II EXPOSUURR EXPOE 1 F SHEATHING w II II II x SOLID 2x III III II II II I BLOCKINGSHEATHING �`L C EDGES (SEE III OPENING ISECTIONX-XI III C III x T_j1II IrW II II f x E _ III III II II II W 2x STUDS SEE PLAN o III I I I II IN II II I I 0 II I - -II N WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THANYs". ? t� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z x @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w F y� Q O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. Z y w LL O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O O cr MEMBER IF GABLE END _0 LL NOTE: • Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 P.T. -2x4 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 3/8" "S" = NAIL 3/8" SPACING _S, 3/4"1/2" S 1/2" Z_il '1 7 S 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 vFanra rz rr IW, SECTION X-X T�7 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.) A R R 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"00" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON T @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `h WWF OR FIBERMESH r .. • M -111-1 I I -I 11-I I• I I I-i I I -I i l l l -1-11111�111111111 , '1I,IIII i l l l-1 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) 2 1 (2) (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. oo FINISH GRADE C'V _0 v > 0 t`- C_ (" Q ( C' O_ CO >., M U- C- '� p L _. N -U N f a Q E •J O U N s 3:N O -- M C) 7 41 7 • , (1) Q S2 E (� (q O O 4 C U M > > a W N N CI N O N O >r To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I» $ W M04 ,Q O N J 0) N n Q y G -. % . LL W fir_:. w a N 04 Q a •� z 0 (qwL` L ZZ2 O O A K O J usW U) m¢ N M25rD0 `= U °U WZ ❑�❑ CD z � z Z n a g N z f0 W � O— u, N �N c � U � y t U � � 0 c 0 S o M � JILI- E s�® 0 li on f0 �— C o E Qi z0 XU U� 8U o z ag CO ox aH H3 m� z` ., Qj _Jd $ zZ o W a E r co o T La � rn m � N � CIO T \V MIT o M :3 N V LON 00 o � In V N N C o N LO r Q 0 0 LO 04 �- m 0 O E to y c a U Q O JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. S6 (MONO) AIlIIIIR1�111�1�4�1�' �1114 1 4 1 it I` I171+ I1 111 ALIGN THIS STUD WITH AFACE OF 2ND RISER STRINGER MUST MAKE FULL / / \ CONTACT WITH LANDING / I FLOOR JOIST SIMPSON A35 OR LSC EACH STRINGER 2x SYP CUT TO FIT 1 ' BEARS IN WALL I 2x12 SYP I � I ALL STAIR STRINGERS � 1 AND TREADS TO BE 1 3/4 x 11 BEARS IN WALL j VL 2x6 SYP / #2 SYP (MIN.) � Z_ 2x4 SYP BLOCKING FOR STRAP THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ 3/4" PLYWOOD NOT GLUED AND NAILED TO / AND NAILED TO FLOOR WITH GLUE \ (14) 10d x 1 1/2" NAILS LANDING \ \ / / AT STRINGER CONTACT POINTS \ SHOWN IN DETAIL FOR \ / CLARITY 2x4 CUT ON BEVEL , DOES NOT BEAR IN ALL WOOD TO WOOD Z, D D WALL GLUED TO CONNECTIONS TO BE L2x8 GLUED (PL 200) AND SECTION VIEW "A" SECTION VIEW "B" NAILED (MIN. (2)16d). SCALE: 1"=1'-0" SCALE: 1"=1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING —3/4" RISER CUT TO FIT MAINTAIN BETWEEN I" AND �' 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 STRINGER/� [SIDE) TO BOTTOM EDGE OF 2xl2 1 STRINGER —2x4 DRAFT RISER AND TREAD STOP i A / / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4--2x4 BLOCKING FOR 2x12 �/ I 2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE ' \ PROTECTION LAAT�TAACH ALL COMPONENTS / STAIR TO CONC. W/" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 T" TAPCONS @ MAX. 32" O.C. \ / GAf-_ TOP OF \ STRINGER 2x4 UNDER STRINGER GLUED AND-72x4 1x4 GLUED AND NAILED TO STRINGER DRAFT NAILED TO LANDING BLOCKING x8 SYP STOP T� D 2x4 PT NOTC 2x8 SYP DRYWALL STOP MUST NOT TOUCH I INTO STRINGER 2x SYP CUT TO FIT 1 1 STRINGERS _ H D / BEARS IN WALL 2x8 BLOCKING FOR STRAP 2x8 SYP II 2x12 SYP BEAR ILIN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 ZL;j 1 2x4 PT UNDER 2x12 OR LSC EACH STRINGER \< 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: 7' = 1'-0" SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x6 SYP / / \ 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (MTS12 w/ ((SIMPSON 14) 10d N 0d x 1 1/2" NAILS) / OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 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 112" NAILS) NAILED TO STRINGER / 2x12 TREAD -- GLUED AND NAILED ' 2x� I D FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT \ /L11 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ -1x4 GLUED AND NAILED TO STRINGER E----FOR DRYWALL SPACING H SECTION VIEW SCALE: �, = 1'-0" SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1 = 1-0 3/4 PLYWOOD ON DECK N--2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS Al �L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix4/GLUED AND NAILED TO STRINGER XOR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE: J. = 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 SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS1 PER CONTRACT I '— `(2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO ILOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT L TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X BL/ 2X STRING�R OCKING PSON MTS{2 wl I 10d x 1 112" NAIRLS \3 D D OR 2X BLOCKING RISK / VARIES,., ECTION VIEW "H11 SCALE: 1" = 1'-0" OG -J p N 4Sam � Ri LL. CL -0 O . C N -C N O M N Y C — N N � C Q� C QO (0 N U U Q •� a) C > •- N rya)N 0_ E C a (is M O O ow >>� O N N O •. f.J�; `%tip 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 seat. 91 LQ a CD 0 00 At, C', 0) m r —ro $ sc U,, w 0 (AN�-0 LL a d yNv �Yn LL U. nw L 5 Z Z - 3 z 0:0 @ 00 CO R2N 11L 00 JZ o a0 Z Ix y O U�(_ N W DOD 0 V a z� U) Z� a N N - Mp ? C �+.j •V 9 t'. q �0 N c ZD w � e _. c) Of Q N 0 o W z J Ii E iz s° Q o_ -® z — N CL Qffs� oz 0 z sU a W U � v Iw $x o r C-4 m O L i Co "t =3 CN c� U-) Q N u O 00 r v M N t' O In =i C) LC) o E ' O t/1 N Z � M a. E U _j v ?: Q c' c JOB NO : 22-01142-01139 SCALE : AS NOTED SHEET NO. S T lliUWll■t Ilr�r L DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER*4" 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4 LONG X 3/16 � FURRING TAPCONS L- FURRING (2) ROWS 3/16" x 3-1/2 TAPCON. INTO @ 16" TAPCON @ 16" O.C. &STAGGERED BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END w/M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 1/2" DRYWALL DOOR JAMB (REFER*2'P'EIGE EACH END W/ MIN. TO PRODUCT TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1 /2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 n." nf--r A I I el i 1A 1t I1f-T A 11 STAGGERED @ 12" O.C. 1-1 IA" r1FT011 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSt CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. QS-,) INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX n ISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. - �1/4" MAX EMBEDMENT INTO ) * 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--- 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL I I4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/V WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = T-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3" COVER 6'4" e. . ► e — — — k ►.e • GRADE o. p e M ►_ z i r i •► • e \ o. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 10 An SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS *4* #5 REBAR (TYP,) ♦♦♦ 110 1♦ 1♦ 1♦ 90° HOOK (TYP.) 1♦ FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ALUM DRIP EDGE BRG WALL TYPE PER PLAN I I 2x SUB FASCIA 2x2 #2 P.T. MIN, I I FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS 71'4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / ?X OVERHq + + CFNGTy + + + + + + + + + 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'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING III - BLOCKING AS r + REQUIRED TO * + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS 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:: - t CFF CHFFT F19 ANTI z O U. LU U Q Cn B @ FIRST COURSE �4f# *40 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 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 1Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO .'" FILL 1st 4 COURSES SOLID WIGROUT h FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° «' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1-011 5'-0" SCALE: N.T.S. • • ' #5 BAR X ► 10" ► 4� p P, ► • : .• • CENTERED W/ ► IN TOP o • ► d KNOCKOUT /ff �v J • • CHAIR BLOCK MONO FOOTING 10• SIZE AND REINF. PER PLAN � •. AND SECTION DETAILS CLEAN FILL .► •. z DIRT — 2 ••• " STANDARD o 90r HOOK N #5 BAR IN FILLED CELL, �s .%.. %r✓�. r r✓�. r •✓. r✓. STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4"-1-0 OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL im ur..et nt nr�un 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. c� � � O 0 r- O 0-0-1:10 N (z LL_ a -0 O co O M -0 N Y _ N N NJ � 1v2. Q Q 8 3: c� � 0 a) < •> W C) $ W > w E 0) 0. 0 E c c>s cn 0 0 C n > 0- �++ N N O N ti 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 J u- W OLo to = tr•� M �M0� "a x �7 cr 0 z L 0 rip y pIN ip O Z M z ¢Q rn 0 LL Z O U U W aoo a) Z — z z E3 U) CD e a (1JCD lZ �O w N c U U Q Q s8 o M � � z L QC)0 3LL 1 ZO oa E: U < ,0 Waao Z t� - O UO a °d V 0, Z N . � o W aL9 N CY - 2 NO ZK z a) J 0 ° `Z i o j yu jo W� v ON ° 51 o T In >� 2 ,--� Rd"M CV r to T_ L CO N cN 4 T (� 0 CO m 04 N =-° O N LO QT O CD LO E M c O o z Z M :3 y E .. a U _j Q p JOB NO : 22-01142-01139 SCALE : AS NOTED SHEET NO. SS iy,�■� a __ s ■ ., �.I., ., -- ..till, I lI'�IAI�NIIl1�'g11111aIIIR4�l1.'�117f � ll�fl'I ��1lq�IlYl ��._ I�''�ri�1111 I I' I I III II III�I�� f *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" =1'-0" SEE ROOF PLAN � SHEATHING f- BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE W/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED W/ (2) SIMPSON HTS20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ' 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. -� � A CHORD AT ALL HAND FRAMED AREAS TYP. HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN TRUSS 'k'k 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE -- CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 -LWOOD TRUSS J SCALE: 1/2" = 1'-0" J A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 = PROVIDE 25" LAP (2) SIMPSON SDWC15600 SCREWS @ - SPLICE @ F.C. REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d TOP -CHORD BEARING COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSSES @ FLOOR TRUSS FOR AN 24" O.C. AREA 5 1000 SQ. FT. OF FLOOR AREA &SEALED _ - 2) 2x8 SYP #2 P.T. PENETRATION AREA W/ !, LEDGER ATTACHED TO FOAM. DRAFTSTOPPING i DIVIDE MASONRY W/ (2) ROWS SHALL THE 1/2" SIMPSON TITEN HD, CONCEALED SPACE INTO MIN. 5" EMBEDMENT PER APPROX. EQUAL AREAS. 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION as EXTERIOR WALL �53 SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-01, 6" 611 11-01, 611 611 11_01, 01 TYP. ll TYP. 0 0 1 0 0 0 0- SPLICE 0 1 0 0 0 21_011 SPLICE BEYOND 21-011 PART. ELEV. VIEW ■ LIRMON Elt ■ rx (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. EDGER OGETHER w/ LA PART. PLAN VIEW (2) ROWS OF 10d @ 6" 0. C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. FLOOR TRUSSES :,P— @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 t ALTERNATE: CONT. IN EACH (2)-1/2" DIA. TITEN HD MIN. 5" (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" 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 0810. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD A A TTI-• I LTI"11 I'1[ MAST SEE DETAIL - ADJACENT TO TRUSSES M\ 17.a TlIC AIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X W TITEN2 @ 24" D.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" NO MINIMUM AIR SPACE w/ BATTEN STRIPS 1" DENSGLASS ULTRA SHAFT LINER MASONRY WALL _ . SEE FLOOR PLAN FOR MORE _ INFO. • 5 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 41'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR / ROO SYYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. GA FILE ASW 0810 SCALE: 3/4"=V-0" 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) - - -.- (2)16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN - _ FOR STRAP INFO. - - MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS •1' .••I7 FOR 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS UL-U9 05 (see sht 9) PROTECTION PER LOCATIONS) (SEE FILLLLL P LAN L-U9 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 CHOF# ii FLOOR TRUSS FOR AN AREA < 1000 S.F. i0 SATEI AND SEALED PENETRATION AREAS W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUALAREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER---, 6x6 W1.4xW1.4 WWF. --� w U Z J �a cn (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2X4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. - (2) SIMPSON SDWC15600 (1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. \\—SIMPSON RBC @ 36" O.C. W/(6)10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED - AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) ; 4"x4" INSPECTION PORT AT O BE NAILED W/8d EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO -1x P.T. BASE NAILER ONE SIDE OF THE ,---STD. 909 HOOK FLOOR TRUSS FOR AN (SEE DETAIL) AREA 5 1000 SQ. FT. OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED (4)10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO ' EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOPCHORD BTG. v PRE-ENGINEERE FLO v SST FLOOR TRUSS' AT 24" O.C. -DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD GYP. BOARD CLG. CONT. IN EA. COURSE FILLED W/ GROUT SEE 53/D1 FOR LEDGER CONNECTIONS -1" P.T. NAILER -R-3 MIN. INSUL. PER. FBC. 1/2" GYP. BD. -1/2" GYP. WB. (2)-1 X4 P.T. " NAILER BASE BOAR[ -TYP. "S" MORTAR (TYP.) PER SPECS. Z J ga fn N -4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) I I q (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 811 (SEE DETAIL) 2-STORY PARTY WALL SECTION PW01 CONC. SLAB SEE FOUND. 6 MIL VISQU TREATED; SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN O - SEE PLAN TOP OF WIND WINDOW PER PLAN 8" C.M.U. WALL 1 U-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 Ae `f' F.F. 00 VARIES WITH N SITE GRADES SEE PLAN iV T 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4" = V-0" REV. 08.20.21 Oti0 CmX C N L ca O M c -0 W^' a C: c Q ui E= Qo3Es N (D N C: C) 3 N Q� E c (n O 0 crs �- -o >��. FLU 0 N _o N I di':ciE},1 To the best of the Engineers knowledge, informaton and belief, , the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentiai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. c^^o � IW = O N J ci d LL LL LLOW. a Ma� a � Ui a 0 z 0 130 �_��e� 9 � CWO a 6 dCD a _ a to MZ O;y0U N LLW cU�N OU z �ElEl z 2� z z a N Z co C1 LL — O 1,1 0 N �N c 1ja) iJJ � r N � m Cq 5 =Q LL 9- E 0, 6 a >� �a s 4 E �� oa z �_�° 0� $o ai� CV >— ao � m2 M c C =8 O z� W z 1Jtl O Z �� U WNW �tLLy �- �k�k 7 3 ala g M M o T C 4 T CO q O M N V 4 O CO mo N N CD Q r N LO CA d- O 04 LO r E C 4,141 c z z Eig �; a ¢ o JOB NO: 22-01142-01139 SCALE : AS NOTED SHEET NO. D1 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 e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME K 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 WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER MIME SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 1'4" PER PLAN V-0" PER PLAN 8"CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLOPE e nIJ� L� R-1-1- -, F I =i_ 4 �1-- F -I _14 I� a ; r " a _ A e tl , <n a - < SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 ls�\X-X\\ z z a a �. da PLASTER STOP W CONTINUOUS BACKER ROD & SEALANT U w =i X H IX =o A (n WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water 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. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied 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. R703.7.3 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 O2 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 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing,self-adhered membranes and mechanical) attached flexible flashing shall be applied y g pp FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 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 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400, 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in cutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH w PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \-_L\5 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF ------------- DRAINAGE PLANE WRB I BREAK WRB I i I I i SF LATH ' I I; I ER STOP NUOUS BACKER ROD `4 LANT VTITIOUS FINISH 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. 7/8" Cement Plaster 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 C, J � C) U co Qm X M LL- p- Np CU _m t✓-0NY (1) (L) C; } N -C CL t: N E < do��i� (D) N aJ 3 '> . - C.I w N > - - y Q f,. _ E r (n 0 C - C U :^ (D ` >�0 0-LLJ N N o_ CV 0 71 ;Iff 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. a W F (0 8 v 8 n O M g n 7! a r» 0 r'a��-0 -1 ul 0- M o U- YYnn Z`° 00 W W_ IL LLq o I,- - 0:o0 (�� Co ti; o eta JNO 3 N MZ OU 5 W ❑ ❑ 0 D M Z N Z-!:ZF Q Ria r-J (� �u z CD "- w � Q 0 Ow U ~ -1 2. I QN s M I.L E O b Z® oa ZgE g ,6 V o11Z 0 w�N � Z in C N � . NO g c2 W '' 3 � g � az S W � a 0 1T 12 'N^ ///L�� JJ\\\ C. to (d l- M =3 N � CV ILO Cr 00 0 Q 0 Q N 0) O C14 LO E = CD in z Z a. E U J L Qj Q 0 C J JOB NO : 22-01142-01139 SCALE : AS NOTED SHEET NO. WP UHMMINAw Mounting Brackets (10 Go 4.1C2"x+If2'x2-12" fr Back Cross Support {May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) 10" Dia. A325 (Typ•) # 14 SWAkilling Screws i a3�sp i Unit Bottom Edge Hurricane Strap (Typical-3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) 014 Self-Driling Screws Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Srx";c at"Lonun wuuuimo are prwulal rule rah Hum"mr iu Anua- i�PW"d tiapsing evaYlhis all"..eestleerr 6ee m19 ePM�Y1 Florida Department of Business & Professional Regulation pigs+d i Building Odes and Standards &1d2021 Product Approval Application Dal ' S41t a01Y1Lg Olt! ffi! �m �! ]gig VKWW CAL lndnarBtJcrrs yyaatWet VMLyya Subtrifted PSCAmrnts Ae➢fr17t )Irsas Ahem allon 2020 amen Vint Products Ire Moment Graham Haman F. Norm RE Leclre Bowden P.E. 121Ir2020 I2/192020 1212972020 Approved Cateaay: am&," Compolem" (077) 441-03M P673778 (334) 300-1600 "Cat.p rr. Products htrodnceds. R.4uh or InfoQantldvantccm New Tuhn._ Canpli.n. M.dho L Evaluation Report tom e Florida Registered An Moot we Uans.d Florida Professional Engineer gLLMgtadtgapers Amrohradla Ust Approved for Use tom 2t" SSeaa arorlud radr- remer r win. lJarsGI.MYgdt/1g0 l .Qia mmmL 2WM90 = assistant Is 1 81rrnVeM MbcbI e154Q5t0 Duel Funatlori Flooded Wneationvam 12G11X023 Van Yet NM •10of10o 2 3-tvant Mods) W 540511 Dural Functm Flood end Vtrar.8m Vrd 1.1,1023 Y. Yet NIA •100f loo 3 &M tYm Model 01540,520 In L40 FIWdVml 1Z31/202J YN Yes NIA •t00F100 4 5manvent Model$1540-521 n.WledflOW Vint 12131/2023 Yes Yes NW 11out. 00 5 3manVeMModola1540524 10&Wgt Gang. Door Rood Vant 12G7/2023 Yet Yea N/A NIA 0 9naRVrri Model e1540570 Wood Well Insulated Flood Vent 1213tnw Yet Yee N/A •100F 100 7 amsnvent Modal 01540,S74 14.3&grd: Geroge Door Flood vent tMI2023 Yet Yee NIA WA Florida Department of Business & Professional Regulation Pop of I Building Codes and Standards 11114a921 Product Approval Application Detail feet select of tars talc DonePar?odkg an MILES version vi out Am 1 F YdmdsiafL vdlolrls4 lam= F= Abalones Aa®otl Ikea R"Won 2020 Drexel Metals Inc. Jean Shumate Zachory R. Priest Loch Sowde0 P.E. DOMOM20 oaiosr4m 0B1X1v2020 I W132020 Apacwd CO•OOV: Roding (W2) 303.1511 PE-74021 (3341300-1800 albCrepoil Mete Raising t.humsln0ionomet.earn Compiler" Method: EVMuatlon Row from I Florida Registered Ar ked or. Llosnshed Ronda Professional Engineer I aeat PrsautL Dwillodon AssaultsCuMv Aspirated for Lee Assir eaarr4thin rloriDoh In Hill Outeldle ederrUso enguJ Otdm HWHZ aWdaol Israeli i Oroxtl Ma101 ReomO 9raams OMG 100145, DMC 1150da, DMC 1755, DMC 2008, 1213102025 Yee No NIA W/-180 DMC 5V Florida Department of Business & Professional Regulation Fees 2 ol4 Building Codes and Standards lmaoa Product Approval Application Detail Version Manuhcturer carried E&Lleans Vs$RWW aY naNtwr validated submitted wl FAG Agro o� Approved erase. Rwlelcrl 2020 Therme•Tru Corporation Steve Jamperson Lyndon F. SdnmldL RE Ryan J. Kingp,, P.E. 04/1W2lXM 12/312020 04122=21 O8r0812021 Approved Categoy. Exterior own (SOO) 843-7826 PE-43409 (613) 767-8885 eubca"y. Smiriging Exterior Door Asenbies aje.person®tlhermer ru.co Compliance Method' Ewhatien Report from a ern Florida Registered Architect or a Licensed Florida Professional Engineer )rgg, j Pretluc! Mdel. Nuwper r Mama L Ouaft Assurance J gggj g Aparolydfar Use AabrovedforUN in HV jZ Gutsiest WHT. ga,gggt $11i�Gi I Damon F Ium 1 a. The!!•olow-Clossle and Smooth -Star Nominal 8943g;8 8quotl"mc*wq Opaque t2rill= No Yes Ys WA Compodts Edge Fiberglass Sr' g)e Door (InsWngrOutzwhg: X corMguratlm) 2 b, ThemrlsTru Flbor-Cl2"c and Smoak -Star Nominal BBJ13B;8 9quotlYrpact8quot Opaque 12131J2022 NO Yes Yes N/A Composite Edge Fiberglas Single Door wdh Sidelte(s) OnrommidOWwng, XO, OXor OXO rnnFguraBona) 3 c. Therma-Tru Fiber -Oasis and Smooth -Star Nominal 8&t3Q8 Squatlmpectilquot Opaque 12131/2022 No yes Yet WA Composite Edge Fiberglas Double Door with or vAfhout Sdeltes Onsing/OuteMng; Ma OXXO conrl�urotions) 4 d. Themw7ru FiberClsteo and Smooth -Star NpmmW 9&N39,0 8quaklmpact8gwk Opaque 12131/2022 No Yee Yet NIA Composite Edge Fiberglass Single Door (I nawrglouhwthg; X co"Ouratm) 5 is. Themo.Tru Fiber-CYWc and Sndah-Star Nominal a8a3g;0 8quotImplatt8,gtiot Opaque 121312022 No Ys Yes WA Composite Edge Mindless Single Door with sdal ba(s) or wonp/QAwAng; XO.. OX a OXO tonngureilons) 6 /.Thane-Tru FIbm-O We and SnoolhStir Nominal 58601 Aquct;I npsctagUot Opagw 12131t= No Yes Yet WA Composite Edge Fiberglaae Double Door= or Wthout SdelRs (IraMngAOtdsW rag; XX of OXXO comflgurstionn) 7 g. Therreiii Flier -Chum; and 5noorm-Star Nominal 8611I3g8 &gUOt;I" actagWt Glazed 12/31r= No Yee Ys WA Composite Edge Abwg(eea Single Door (InwAng/Ouhwng; X wMigurob-) a h. Themhs•Tru Fiber-Cla ssio and Smooth.Sdr Nominal S&Ma &quoti.Wet&quot Glazod 1213112022 No Yee Yes WA Composite Edge Fiberglass SFpls Door with Sidelke(s) anslMnalOutshdng; XO,-OXa OXO configundiono) 9 i. Thermo-Tru Fiber -Classic and Smooth -Star Nominal S&#W,,8 &quotimpoctliquok Glazed 1213fF= No Yee Yon WA Composts, Edge Rbargliaa Doubt Door with or without SMelites. OrreMnglOuts ping: XXor OXXO comlguralons) 10 J. Therms-Tru Fiber -Chyle and Smooth -Star Nominal 8&mS;0 8quotlmpeot3quok Glazed 121312022 No Yet Yet, WA Composite Edge Fiberglass Single Door (Inowma/DutINAngl X om5gursul 11 t. Thermo-Tru Fiber -Classic and SmoOth-Star Nominal 8&XWD&qualn"o0quok Glazed 121312022 No Yet Ys WA Composite Edge Fi brglass Seigle Door wnh Sldsike(s) OnsvninglOugwtng; XO, 101 OXO confguretions) 12 I. Therms-Tru Flier -Chink and Smooth -Sir Nominal 84031k.0 8quoti mpat8quot Glazed 12/3112022 No Yen Ys WA Composite Edge Flbeglase Double Door with or without SMelits 0rrownragioutowmirm XXor OXXO wnfguroons) 13 m Therma-Tru FliewCla". and Smooth -Star Nominal 8841%8 "lmpaclAquok Glazed Molded 12131t= No Ys Ys WA Open Composite Edge Ringlets Single Door (InsAlro/Ourewiq; X oadiguratior) 14 n. Therma-Tru FiberCk»sic and Snooth•Star Nominal B&a3a:8 &quoklrrpad8gwk (Blazed Molded 12M12022 No Ys Yes WA Open Composite Edge ROelgiess Single Door Mtn Glazed Abded Open 8ldsike(a) (InsMngfOutgWng; XO, OX or OXO oad'guratonp 16 o Themai Fiber-Clu lc and Smooth -Sher Nominal t38m3e:6 &quakimpect8quot; Glazed Molded 12MI/2022 No Yes Yen NIA Open Composite Edge Fiberglass Double Door Wth or without Glazed Molded Open 81derums (Insminst0utswihei XXorOR* oal8aurators) Is p. Thorne-Tru Fair -Classic and Smooth -Sir Nominal Sil 8quoklmpacM,quok Opaque 12131/2022 No Yee Year WA Composite Edge Fiberylaee Sthple [khor cosh Model Open Sidalite(sl anawing/Outewrng: XO, OX or OXO conflgumtions) 17 q, ThermooTru Filler -Classic and Smooth -Star Nominal 88R3e,8 dquogmpoct&quot Opaque 12131r2o72 No Ys Ys WA Composite Edge Flbeylas Doubts Door Win or without Glazed Moiled Open Sidelkes (treWng/OuhlYhg; XX or OXXO ConSguratlonc) Florida Department of Business & Professional Regulation Par I oft Building Codes and Standards le m2l Product Approval Application Detail January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET cam, As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategoFy/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Expire Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 f 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205. 03 +38. 71-38.7 psf 4/ 1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NiA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16112024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26112026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum SoMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underia ment FL12328 NIA 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oral Tile Saxony 900 F L7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NiA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Pegs I of 3 Building Codes and Standards IQ52022 Product Approval Application Detall LM version Manufacturer Contact Engineer A, Ucgaffi Validated By YaDOW submitted FQ.Approval Ab m7Yffi am" Rwlelon 2020 Therma-Tru Corporation Slave Jasperson Lyndon F. Sell P.E. Ryan J King P.E. 07/23421M 07r122020 07129=20 10113/2020 Approved Category; Exterior Doors IBM) 843.7828 PE-43409 (813) 767.855.5 subOalagorY Snvirgirg Exterior Door Assemblies sJospermnothermabu.co Compliance Mealod: Evaluatlon Report from a m Florida Registered Architect or a Licensed Fiords Prdessbnal Eirginar Sea• Product MOtlN. Number or Nome productoaaenotlan Oua11N�g gg_e ConUset EXelratlm Aoerewe for Use A Date In hide NVFR Reslabrrt ) PfeiNlm i a. Thrma-Tru Fibor.Cleseic and Smooth•8tar Nominal 6&e3B8 &quotlmpad&quill; Opaque 1?131120YX You Yea Yes WA Composite Edge Fiberrglees Single Door (Ins,Ang/OutsMna; X configuration) 2 b, Therms-Tru RbanClssic and Smooth -Star Nominal 6&M.8 &quottrnpad&quot Opaque 12131/2022 Yea Yes Yes WA Composite Edga Fiberglass Singe. Door wqh 8idelibe(s) (Irgwln(y0utsw ria XO, OX of OXO wnngUfailORe) 3 c. Thermo-Tru Flow-Clamlo and Smooth -Star Nomin9168R3Q;8 8quotlmpa.11iii t Opaque 12I31 rX022 Yea Vea Yes WA Composite Edge Fiberglass Double Door with or Wthout Sldeltn (firawing/Oubmsmg; XX or OXXO configura5on.) 4 d. Therma-Tru RWCia991c and Smooth -Star Nominal 9&s39;o 8quotlmpad8quot Opaque 12131r2022 Yes Yes Yee WA Composite Edge Fibarglex Single Door (InswrWOutswirp; X confguratonl 5 le Thrma•Tru Ruw-Clossic and &rioo"tar Nominal "039;0 Squctlmpad&quol Opeque 12J31 Q022 Yes. Yes Yes WA Composite Edge Fiberglas Singgh Door with Sidelte(s) OriaWnglOuteWnO: l ( or OXO configurations) 8 f Therma-Tru FlbenClassic and Sirooth-Star Nominal 8"WO Squakimpact6quot Opaque 12J3iam Yen Yen Your WA Cpmpoate Edge Flbarghas Dooble Door Wth or vhithout Sidsiitee (IrewirhglOuoN.iI.g; Xx or OXXO configurations) 7 g. Thermo-Tru Flbar•Classk and Smooth -Star Nominal 6&e3a;6 &quot bripad&quot Glazed 12131/2022 Yes Yen Ys WA Computers Edge Fberglass Single Door pnswingl0utswhg; Xconfiguration) 8 h. Thermal-Tru Fiber Classic and Smooth -Stu Nominal 6&#*.B &quatlmpubliquot Glued 12/31rG022 Yes Yes Yee WA Composite Edge Fiberglaw Single Door vth Sidalih(s) (Irnw4ngrClutwoAng; XO, OX or OXO configuretions) 9 i. Thermo-Tru Fibr-Cfaeau and SmootMStar Nominal SLOW8&quotlmpaotliquot Glazed 1?13IQM Yes Yes Yes WA Composite Edge Fiberglass Double Door %0 or w0out Stapes (hheMngrOutrwing: XX or OXXO oonfiguratlons) 10 I. Therrna-Tru Fiber-CWWc and SmoothStor Nominal &&M,0&qud;lmpad8quot Glazed 12J31/2022 Yes Yea Yes WA Composite Edge Fibergiau Single Odor (Inswng/Ouhwing; X configuraton) it If Thermal F6er.Cleasslc and 9 ar"tor NominalUSM.08quotlmpad8quot Glazed IV3112022 Ys Ys Yen WA Composite Edge Fiberglass Single Door Wth Sidelke(a) OrleWnglOuhwing: XO, OX or OXO configurations) 12 I. Therms-Tru Fiber -Chi and Smooth-91or Nominal$&#NO &quoklmpad&quot Gluuio 1213lr2022 Yes Yen Yee WA Composite Edge Fiberglass Doubts Door wits or Wthout Smdemtn (InsMrg/Outewmng; XX or =0 configurations) 13 m Thermal Flbw.Chasic ant Smooth Saar Nominel 08O3g88quotimpad8quet Opaque 12131/2022 Yes Yen, Yes WA Composte Edge Ficerglsss Single Door WM 8qu0,Narlmp&adquot Sdellbi pnswirg70ubwing; XO, OX or OXO configurations) 14 n. Thrma-Tru Fiber-Clasak and Smooth -Sir Nomine l 8&WWS &qubtlmpsd&quur Oppw 12131Q= Yes Vs Ys WA CompOtete Edge Fiberglass Double Door YM 8quotNorn-Impact9quota Sdellters(lnsainWOutsWng; OXXO wrlfigrraton) 15 o. Therme-Tru FiberClasmoand Srrdotlh-61bu Nominal 8&N3B4O Bgwtlmpaa&quot, Opaque 12131rem Yes Yen Yes WA CompWte Edge Fibemglass Single Door with Bquol;lJan•Itnpad&cud; S'dal' e (InsWng/OuteWng; kO, of ccnligaadorls) IB p.Thermo-Tru FlbrClaule and Smooth -Star Nominal 88113708quotlmpad&quot Opaque 12J3112022 Yes Vs Yen WA Composite Edge Fiberglass Double Door Mth &qud;Non•imped8quol; Sdoltee (InoMig/OuWM erg; OXXO oordiguralion) 17 q. Thrrtr-Tru Fiber.Chs.lc and Sono "tar Nominal 8803g88ghs1LNon-Imped&qud: OPaque 12J312022 Yp Vs No WA Composite Edge Flbelghas Single Door (InardnglOutawing; X oonfnumation) 18 r. Thermal Fiber -Classic and Smooth -Star Nominal 01WIi BgUOtNon-ImpaaBquot Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sldeas(s) 0mWnWOubwing; XO, OX a OXO configurations) 19 a Thermo-Tru FlwClawic and Smooth -Star Nominal e&e39;88quothlon-Impsot8quot Opaque 12/3112022X Vs Vs No WA CompoWe Edge Fiberglass DouMs Door vMh or Without Sdail4s QmsWr4/Out%xMn9, XX or OXXO cormguretons) 20 t, Theme-Tru Fiber -Classic and Smooth -Sear Nominal 8 09.0 &quixtion-Impect&quot Opaque 12J3112022 Yet Yes No WA Compoatd Edge Fiberglass Single Door (Inswlr@/Out-Ang; X configuration) 21 u. Therma-Tru Rbr-Classic and SmoothSW Nominal S&MO Bquot Non-Imped&quot Opaque 121311XD22 Yes Yes No WA Composite Edgs Fiborgless Singh Door vuth SmdelRe(e) (InaWngrOubyAng; X0, OX or OXO COMlourations) 22 Y. Theme-Tru Fibor-Cr.sslc and Smooth-Sh r Nominal SIMCG;08quotNm-ImpacARuot Orragw 12131)= Yen Yea No WA Composite Edge Flbarglss Double Door Wth or Without Sidelitea OosWrlg/OuteMng: XXor OXXO configurations) 23 w Thrnar-Tru Fiber-Ciesic and Smooth -Star Nominal a&NW;a &quotNon-Irnpad&quoit Glued 0311= Yale Yee No WA Composite Edge Fiberglas Single Door On .2Xcordguraboo) 24 X Therms-Tru FiberCluaic and Smooth -Star Nominal a&M.8 &quotNah-Irlpad&quot Glassed 12131r1022 Ys Yes No NIA Composte Edge Rbargias Single Door with SdNts(9) Oswing/Outw,ing: OX or OXO configurations) 25 y. Theme-Tru Fiber-Clasalc and Smooth -afar Nominal 88p39:88quotNon- ImpeoMquot; Glazed 12131/2022 Yes Yen No NIA Composite Edge Rbwglas Double Door Wth or without 9detts (Iruw4nglOutsMng; XX a OXXO configurations) 26 z. Them s-Tru Fiber•CAssMe end SmeohSter Nominal a&aJD;08quotNOnlmpad8,quol; Glazed 1251/2027 Ys Your No WA Composite Edge Fibrglo s Single Door anommClOutpAAig; X configuration) 27 ze. Therms-Tru Flbr-Cimi. and Smooth Star Nominal 8&#W.Oti quotNorr lmpaclAquot Glazed I=112022 Yes Yee No WA Composts Edaa Fibeglass.9 g Door with swi SIdNBe(e) (InavAng/Outng; XO, OXor OXO confpuratlonO 28 orb. Thermo-Tru FluerClssc and Smooth-Ster Nominal 86#%,0 &quothlon• In4leadquot Glued 1213112)22 Yet Yes No NIA Composite Edge Fiberglas Double Door Wilk of vdthout Stouts OnsMrglOutswing; )Xa OXXO confgurall FlofW® Department of Business & Professional Regulation Pan.1 on Building Codes and Standards MD21 Product Approval Application Detail l ett gigue Y Ott 8tl bout loomill- J>;! Zia yam Iaamma= l�OISCL Endnarlller.. yla�a$ v� elllmmat FBCAmrer/ aaimnt allmL Rewalm 2020 MI Wndow4 and Does hint a tin ter late Roberto Im1A9 stntn M. Uri dr, PE 1WSR020 IMS2020 10/1941020 121I12020 APPrMVd Cregay: Exteor Deana (Ttr)385.3300 P&M14 (71T)317.8454 sWCMMpM• diking Exterior Door Aasernorte bubngaemhrd.com compliance MadoG EvaYistim Report ton a Flaede Rendered A/dhatat we Lionised Flores Prahasxontl Enpe+er 999MLANYtM Aarovedror ties ADWO"d for Us seat !redact Yoer.NmbraNama $. 0 III HVM outaetMm aedtta0t L1eLY[!. 1 SERIE3420ALUMINUMSGD SERIES 420 ALUMINUM$Go OXO IiIA2024 Ne Ya No WA U6-3/4Aquot00aWd: NON -REINFORCED 2 SERIES 120 ALUMINUM 6G0 SERIES 420 ALUMINUM$00 OX XO, XX 12031/2024 No Yin No WA 9uwd;xaoLquai; NON-REINFORC® 3 SERIES 420ALUMINUM 600 REINFORCED SERIES 420ALUMINUMSGD REINFORCED OXO 121312024 No Yes No WA 14:Y314&qud;XMAUd; 4 SERIES 420ALUMINUM BOO REINFORCED SERIES 420 ALUMINUM WD REINFORCED OX 12112024 No Yes No WA X0, XX 9asqud3(8a&qud: 0 SERIES 420ALUMNUM EGO REINFORCED SERIES 420 ALLBO MINUM D REINFORCED XXX 12J31/2024 No Yee No WA 143&qud,x9Q&qud; Florida Deparbllenit of Business & Professional Regulation Pegs / d2 Building Codes and Standards IMMI Product Approval Appltcxtlon Detail in Version tr101awww Gaotatt ENMM Slloons yam&" 0, vdld9w AL&TIM FIIC AMMM Eaonnild R"sbn 2020 War D.I., a dvlelon dOvemaad Door Dears Mmish John It Susan Ja l P. Arneson. P.E. 1 W12/2020 DWO2020 10MQ020 12M&M20 Apaded Corporation (330)70M121 PE-51737 (904)821.5200 CteepaY 11.1arlor Doors dxomishewayne-oaltm.c sul"anah^• Fedaonal Exterior Door A.sew as an Comrtanaa Md81W: Evaluation R.Pm from a Humus Registered /rotted or a UoMsod Florida Protessimte Enrinsr Amaw.dern Liu amrmad era use lades ism fiat UpdoL Member In lesurs $mks[DStlalsO finnlndaairstlro@to Inlimz OLWtbxlmz steWwt Pressure 3 9000A6100420011106 MAU; all Al 146A30; Mac hdgiht Gael I V31/2021 No Yes Yee .31.00633 00 swllabh In hop or Intomwilte sodw. 10 800041100420001123 146AW, Max widn. 14M& Max Intent. Gleans 121312023 No Yes Yes +30.0043,50 available In top a Intelrtw0ltee tedium. 11 WOO/OlOOM20041124 16440. Max vAdK 146a0R Max height. Gluing 12MI/N23 No Yet Yes •34.4000.30 awzabl. In tap or Intermediate sodium, Florida Deparaltent of Business & Profeselonal Regulation pager I of 1 Building Codas and Standards I&=1 Product Approval Application Detail Ieaa Yaala¢ AmliidYtlL Gallia& Yafdgm &&mom ZAGANUMA. ARORM Item Rawson 2020 Climes Division otAADG. Inc. Tan Ratay UL LLD Troy Brhop. P.E. 1wo2m 12M12020 121212020 APP--d Category: Extedor Door. (941) 494-2013 (954) 947-0580 aWwsOorr•• Exterter Door Components tamrWeygeaaaabloy.co Compliance NOMod Crtgcaam Mar or LMMO ^' ,glltlatAssurnwo Aosrowderause Amend fa Use mead DOMW asno wmdm YaW. re.nbr r Ibme aaaamL�o Gsnaasimrsllmam in HVHZ 29ldummi atfiw t EusY+ra 007. 70Y, T27, 747, 75L 777, end a 4 7 Son g1. end P.as d Flulb. GIsand, and L-swW W91. and pain d fzola020 Yee Yet Yes WA Dona Wit merit doss. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pant 1 d 2 IAQ021 coder am 094 .fir. Data Panama Dd mm V-- dituddishm rdEm EambAKr4HramtyrMsed d Yetidlmt SAMM LWI& tmrsl Asnerentall t FWAsbn 2020 MI Wrolovs and Doan &ant Villager Anhedoan Ardvtanli sown M, Umch. PE 11/172020 1IM7/2020 ll2712020 Approved CMetrow Wridows III 1)360.3300 Manufacturers Assodrlm (717)317.8464 aubCahaorr: Sigle Hung b.Mnperillimwd cum Castellanos Metal C.Oed. Mart or Lail orrct Yodel lerbra Nnree � A�rsatYJW Aggrieved nor Use � RIM $lei 8 Gan¢ CYIs1tIOtt in HVHZ gwggLLMA aL� Paealrs 2 185 9H 52x72 F101ange From* IG)8G Single HMO 1 W092023 No yes No •640-90 " Laminated Glass -4-0 N N Cn O 0 CIO -0 .2 to C CD -0 cos 0cos O C„ 0 2 5_ O W � c c O _ LL _ .0-0 E � O CX .0 F U .n 0 .= /� 20 VJ fl.. Q a Z Z W J �j v 0O 1- O v din N M LL Q � lea o cis -^00�l4`Y W (1) A` ^` C 4C C o co U N C)W 4 Q C(i \Q. - , M {W C or J O o W CIO E_41notor W Z cn CIO LL > r.L O 0_ L 0 =3 no L_ W CL - o CU CU ilI Q W z mmaJ Z Q J a_ SHEET NO. PA 1,0� .YA.w56— _ L - — I . . . -4; 11 Ulankllu)ilsullli i� -may:`. 1lli awe{ll Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pigs edg 1MM22 2M 01011aC 20 gy(a DabsPandina go mm vommol contact Enalner&Lidense Validated By Wilialag hdM= PBCAIMMMI ApagOveQ am Revision 20M Thwm-*T. Corparallon So—desperaon Lyndon F. Schmidt P.E Ryan J. King. P.E. 10/0712021 09/18=1 1d1312w 12NIL=l Approved Catpery: falgs, , Doors (800) 843-7828 PE49400 (813) 76766% OubGa rp. Swinging Estaior Door Assemblies sluiparsonothormul.co Corpnanoe M.Ihod: Evaluation Report from m Fbrble Registered Archbat or a Licensed Florida Professional Erginew Aool u- Aooroued mrUa Moth. NumMror Main* Product DaacAogon f0ublda HVHZgnhftnt Pressure 1 a Therms-Tru Fiber-Charb and 6imacth-Star Nominal 840*8 aquot;Non-Impaol ctuot Opaque 12131/2022 No Yes No NIA Compoeiro Edge Fibeiskm Simple Door (InswirlgFDulaWng; X configuration) 2 b There -Tan Fiber-Clawlo and Smodh•Star Nominal S&WS dquotNon•ImpadBquot Opaque 1261/2022 No Yes No WA. Composite Edge Fiberglass Single Door vib SdelllA(111 OnoWn000utwdng; XO. OX or OXO PonftunNons) 3 •Thermo Tru For-Clusle end Smocta-ter Nemmal SAIRS;8&quANen•IR"W4udt Opaque 121311= No Yes No WA Fiberglass Composite Edge Double Orr vAt h or Wthout aideitss (Inghmna OutaMng: )%or 000(O oRhf9 un9ons) =wmr 4 d. Themma•TN Fibe•Clossic and Smoot Stor 7da3Q0 Bquot Nan-Ilmpad8quot Opaque /2I3112022 No Y" No NIA Composite Edge Fiberglass Bungle Door (InsWrViOutwW rig; X conmguratbn) 5 aThemsTru Fiber-Clwlo and Smdoth•Sbr Nominal 789MO Bquct Non-Impsa&quot Opaque /2131/2022 No Yes No WA Composite Edge Fiberglass Single Dow with Si WW*) (In*WrgfOutw r10; XO. OX Or OXO configunione) a f Themil-Tru Fl6M•Cissab and Smooth -Star Nominal e&NW;04,quotNon-ImpooMquak Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Door grYWnglOutawing; X configuration) 7 g, Therma,Tru Fib r•Clessic and %,*a h-Star NomhW 118,00;0SA400on•ImpooWquot Opaque 12/311= No Yes No NIA Compssila Edge Filwglaw Sinppte Door with Sidelhs(s) OriwAngloutwwfmg; )GO, OX or OXO urtion) 8 h. ThemrTru Fiber•Clsssic and Smooth -Star m8&tP,0 &quctNen-ImPgkc*uot Opaque 12/3112t722 No Yes No NIA Composite Edge Flbwgloss Double Dee vAm or WNWA QdOWAA (ImewlrWrOutr,Mng; XX or OXXO mnsgutations) 0 1. Thermo•Tru Fiber -Classic, save Smooth -Star Nornhal 8&A39;8&gwotNon-Impaa&,quot Glazed 1241/2022 w Y" No WA Composite Edgs Fibomim Single Door (IneronwilOubwig; X comfipuabon) 10 J. Therma-Tru Fbef-CLxaC and Smooth -Star Nominal WLXU;&&quotNOMmpgG&quot Glazed 12/310022 No Yes No NIA COmposiEe Edge Fiberglass Single Door Wth Sdelne(s) (InaningtoutemMng; XO, OX or oxO oonfigursltions) 11 k Therma-Tru Fair-Classlo and Smooth -Sou Nomhled 63#M;8&quotl4oMmped&quot Glazed 12/3112022 No Yes No NIA Composite Edge Rbe%lua Double Door with or WMoLd adsWee (ImswlnWouterwng;. XX or OXXO configuration) 12 LThermo-Tru Fiber-Cawoand Smooth_%, NomFY1780WAquotNon-ImpataBqud.' Glazed 1241 r= No Yes No NIA composite Edge Fiberglass Single Door grtawinglOulawig; X co dswation) 13 m. Therme-Tau Fib.,Claxicend SmeoU.Ster Nomkml 7&AIW;0&quotNon•Impsd8q w* Glued 12131t= No Yes No NIA Composite Edge Rikorglew Single Door wfth Sidelhe(s) Onm righOutoWng; XO, OX or OXO configurzitlons) 14 n. Themm►Tru Fiber-CYeelo and Smboth.Sowr NOmMI BAa39;Oa4uotNOr Impsc:*Ljot; Glued 12031/2022 No Yes No NIA Compoans Edge Flbaging Singlo Door prowngiounkneig; X comouration) 15 o. Thamm-Tru Fiber -Classic end Snwoth-Sala Nominal 89030:06qurrtNon•Impeadqual; Glued 1213112002 No Yes No NIA Compar%Edue, Flbsmlass Singh Door with Sldda.(o) Onsm(rp(0utswing: XO. OX or OXO configurations) 16 p. ThermhoTru Flbr•Clesele and Smooth -Star Nominal 5AW";0 &quothlor lmpata&quot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Doubt OOa n1N or VOWA sweiln anaMnglouawing: XX or OXXo configurations) 17 q. ThemwTru Fiber -Classic and Smooth -Star Nornosl 58AS9:88quctNe n•ImpeclAgwok Opaque 12/31I2022 No Yes P40 WA Compoalpa Edge FOWOISN SlnnppIs Door Wt h Transom (InaWnglOuloWng; O/Xconfiguration) 18 r. Therm-Tru FlbarClwkand Smooth -Star Nominal 86SINiS4quaftil-ImpodAquot Opaque IwiQO22 No Yes No NIA Composite Edge Flbarglads Slnyl Door wfth Sidelhe(a) snd Transom (1m.Mn9MuWMng; O))(O, sox or oroxo twourrBou) 10 a Therme•Tru FberClassic and Smooth -Star Nominal 6IA130;88quothlon-Inpsdaquok Opaque /2I31f2022 No Yes No WA Composite Edge Fiberglass Simple Door weds Sddea(.) 0nevM9r`O br Ang; XO, OX a OXO Continuous Head entl Sill oomRgualdma) 20 t Therme-TN Rber.CYeak end Smwotlm-Star Nominal SSMWO AquctNo n4mpeet9quot Opaque 12131J2022 No Yes No WA Compooib Edge Fiberg Iasi Single Dow with SidaiEe(W onsWriglOu swing; XD, OX or OXO Continuous Head and Sill 001114011ObOl 21 U. Thsmw-Tru F10r-Classic and Smooth-6tor Nominal 5&a3Q8 &AubtNon-Inrpsdequok Glazed I?J31/2022 NO Yes No WA Campaigns Etlg• Fiberglass Simple Door vAth Slows) PruwAR glOurw no; XO, OX or OXO Continuous Need and SII odrdlounaft 22 v. Themma-Tru Fbr-Cla&cia and Smoah-Star Nominal 8&MM:O&gwo Non•Imp AcAquot Glued 12131f2022 No Yee No WA Composite Edge Fiberglass Single Door wb sdalhKa) pnsw rigrOulswfng; XO. OX a.OXO Continuous Hoed and Sill oormguraborm) 23 w. Th.rme-Tru Fiber -Clark and Sndc01-Str Nominal 8Bd190;8 &quothlon-ImpadBquot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Door Panels v t Vented Sdrite(s) Onawingloubwm; XX, )w or XXxx conrgun9ons) 24 K ThenrwTru F)Mr-C)assk ant Smooth -Star Nominal AAA.O AquotNon•Inowiliquot Opaque 1213t12022 No Yes No WA Composite Edge Fiberglass Door Panels with Vonted Adolao(s) OnowfngiOubmin X)(XXXor)O= mrdigumoo-S) 25 y. Thonro•TN Fber•Clossio and Smooth -Star Nominal 6301IM1886quakNan-Impecisquot Grasso 1213112022 No Yes NO WA Composite Edge Fiberglass odor Panel no Vomw Sidr4Ks), On6WlngiOuWmi g; )M )= a XXX)( ocon fa60n) 26 2. Therms -Tan FiLerClaswc end SmootMStar Nonnnl %53A:04quot Non-Irtraol&quot Glued 1213112022 No Yea No WA Composite Edge Fiberglass Door Panels wpm Vented S dolaa(s) QrrsWnWOuMw1rg; XX, XXXa XXXX configurations) 27 SO. Therms-Tru Fiber-Classio and S.,cahStar Nominal Glued IM112022 No Yes No WA Composite Edge Fiberglass Si ng)e Door with 3811W.0 SdeRie(s) PnawinglOubwin0; XD. OX Or OXO owneguraaons) 28 zb.Theme-Tru Fiber-Claasle And Snloolh_tar Nominal&A M;08quotNon•Inpoot&4uct Glazed 12131120Y1 No Yes No WA Composite Edge Fiberglass Double Door wain 3"N"o Siowitas Onawingloutenfng; OW wnfigurshon) 29 a0 Them1►Tru Fiber -Classic and Smooth-Sbr Nominal 811N30A 9qu90,Non-Impa01&qu0k Glowd 12131/2022 No Yea No WA Composite Edge Fiberglass Snplo Door with 38R99;D adN7Y(a OnsomngrOubweng; XO, OX or OXO oonfgunte 30 zd. Therme•Tru Fiber-C%ssic and Smooth -Star Nomnd Eao ;0'8quotNomlmpad&quok Glued 12AI14(722 No Yas No NIA Composite Edge Fiberglass Double Door with MAAi0;0 Sdaaes (InawonngAOutAwing; OXXO wnfigur Lion) 31 zt. Themma-Tru Flbor•OoWcard Smooth•SYar Nominal 7guli AquotNon-Impeot&quct; Shaba 12/3112022 No Yes No NIA Serifs Composite Edge Glued Fiberyrylsaa grate Door with a voithm 16a3g:2 Sd.R.(.) OrrwinplOuYwhg; X. OX XO or OXO conrguadons) Florida Deparbnent of Business & Professional Regulation wactng Cod" and StatKW ids Product Approval Application Detail P.P1rl 117r" man DIMS version OYukkss an" CodmKAlam taemiLk kildod SCA Md 00C A,,t Aa sLug a" Rehn.k. 2020 Laminas Kamm Jolley Jerre L Buckner, P.E. Yawn M. Uncle. PE 1123r" l inu'020 112A2020 ding FBC Appr- OMagay:Racing (501)043.6183 PE41242 (7M 3174454 tlfiCe rip RodnOAconadrWstnrrsen poley@lamenco.con, ImoQr Put of ms Rown9 System Compllonow Mdhod: "ool h Repro tom a Florida Registered Architect a a Lim Sao Florida Profecelunst 9npne. Plasmas far Use Apggyp for Use law agar sku JNCMKZJWM agawimwdwo Fmdrsiattritanai! InMVMZ Outside MAIt a29itlt any I DulkAh'i DA4 orTRH3u18 Dacl DA-4 Low Press, Pdypra A-, Plook, Real Vent 12/1o/d028 No Vas Me +07.507.5 kNdhanl syAttached to PpWwA Dell. Florida Department of Business & Professional Regulation psp I al Florida Depaftmerd of Business & Professional Regulation page 1 rl Building Codes and Standards M=I Building Codes and Standards 116IMt+ Product Approval Application DOOR Product Approval Application Detail 296 faatLls ads all CA,Etadlna ➢tit sreta asterst Ostl. ode grltPJtadm Apt MUM VlNM7 El0liraJrer Validated aulataid PICAebrowl Aoamled ill" DM yAolon ll GmtEd andn.r&IAM ydam" Maw= long" FBCAMMVW hwzn d at" Anhmm. 2020 POT industries Jane R-..W Mend-Osdw BCCO•Calk 64rd-Dade SCCO-VAL linsa20 11105=20 llA1r2020 Approved RWN. 2920 MI Winer end Doors ar."aalnper Amenan AmhteduoM Steven M UrIch. PE 1wat2020 1076A0211 10111112020 Appl sad Category: WinMas. (941)48"100 (7667315.2890 CYepay: Windows (Ti 7)3853ma MI tat rraA-w-w on (71T)31?-8454 SugrC.le . 9 e Hun spar ny g reeanl rrWtret.c 1 Qt+al .H ISidr mle Cftpmt rY' bSYh mkrdAan o.na comiirw M.tllod: cwwclmm Wrk aUWng a1m Itncs ellwoS CcrtActdmW di aLaamg " '.,,;.... .2AUASAMMO agauumuwvm A292nuwuae kuNg ROM .. courts A rams. Aherowedlellso Approved for ate• ka2w thaw 3es! Contract RldrallmABa In MVNZ Ouldda KWK1 tledatait !fin asAa wadudrMr. [seniors Wree D congmea transkagangda Inll6li gY4dL&i 8ta1Nd Emma 2 Bk&M (urge Will. roped) V1m)A single Hung W4Mw OM00,025 Yes V van NIA i HS 186 Fln and ln.rg. Firm 73)A2ln.hd d dlus 02nS2024 No Yes Na .551115 Flodds Department of Bughress & Professional Regulation Building Codes and Standards Product Approval Appllcatlon Detail par l r I 10=1 fAat aouaeraL Add Sid Dots taoim ate Iyg viJtillon valg failim egg V.IW led 6r y wmw lighlital FOC AMmwl AlMnabn 2020 POT Industries Jen. RO.W* Liand-Deal 9CC0-CER Wert-Wde 8CCO-VAL I905wal 11p52020 11114020 AppraeC CILOISA y: Wlndewe (941) 4b64t0o (166) 315.200 stbCregery: risen Irosw4MQ09anduanee.o Carplirw Method: Cerpl.han Wrk a Listing an PIS lislexAsrnnat Agm9ndiwAn aou2nazoLusa tawld peal, 6ssI PW5&20 (Le pe MissileImpwd) Un J Fe 04adw ftlon Did, �_ 01*dd, H NZ I N1A� Fodder Department of Business & Professional Regulation Pool. I Of I Building Codas and Startdowds IAW?l Product Approval Application Detail Ss4b aDdlt&[ 21b Ape CN6 Pandinct Alta Illy ximm moag wK 211111JIM. End-,&LhmwM YaadWiuh kim" igkmWM FBCAORMU ALmm am Rwlal. 2020 Jan» Hardie Bulking PiedacM, Inc. Chad rsstOks V. Andrew Tan John 9autha d, P.E. 0IM 021 12/14?2420 o1.0A2021 ding FBC Apr. categar7+ Panr web (WWI 5454259 PE•61462 (352) W-2529 "Caspar. adnp Ok.d.dkic4n4QJ.merird Compliance Method EvoManm Repot tan a earn Plodde Rejr.red Archned a a Ucrosed Florida Prahnlon l engineer - A fortis, ". Amond for lien ADWB gpdm Alaproduct rosW.Manare Wantcontract i! Disarm t 0 tdtlbtciEoklemb t In HM i>!(uNh-mm: &aeald PJllYlne 1 Cemplena Up Siding mbar -cans. Ito siting 12131202E Yes Van NIA WA 2 HrdaPlmk Lap Biding lbereement lap seals 1201202E Y. Yee NIA WA Florida Department of Business & Professional Regulation Bolting Codas and StarKiards Product Approval Application Detail Page+ rn + + Arms, Or 20 all Dow Poncilm � Irss maNdi m Camper an &LUM IdWI A Ydi" UMWi Elms RMaen 2020 TAMKO guiding Products LLC Kati We Robert N"ntn Jahn W. Kneaevlch, PE 100412020 0629n= IOAZ2020 12nWX20 Appraued CelwerY: Racing (417) 9244944 PLL52180 (954) 772-8224 "C~,V: Und riftmorts kan_edel6amao.com Campllnaa MM1odt EwW Wei. RAM flan a Ra ft Registered Archnd sir a Licensed Fiord. !llti3ilala P,ofe.icnr Fne)ne. , AMA (Tydud Year. ran6raNmM $gyp Contract sadistic. old. la= OW ld,HCB Restated Pressure 1 TAVKO Rod UnderaMnmtt(HVHZ) Real unnd""Orts far u.e n F aC H0C 0&0202E Yes No NIA WA luledwons. 2 TAr.1K0 Ron UndederWAa(NON-44V4U) Redundna)mrils fa use h FBC n.44VHZ 0111211rzon No Y. NM WA 1M19daddlt. Flonde Depa btlent of Business & Professional Regulation P•p 1 r3 BUIcling Codes and Standards IMmi Product Approval Application Detall SAaI fatbLar Ale aka Aia.Pm km go srst Yd® mmgwlalls Cedes aosbtKAIWM ydMd.dGo Validated iidtd Pee Awroval App(gssg a1WIe RMIW 2020 scowl Redonp Mdereon POW IAPUD Unebrtm EwW.16w Gay W. Walker 11A3020 11A)=20 li/ W2020 Approved Ctlogay: Racing (a07);l8 "I SerAoss LLC. 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Result of cpnino&arast.wm SubWegary: So% elphealuN.—Im.Qyaho New Technology CrheNare Method: EvauWm Report tame a o.00m Complain" Method: Consignation ktark or UaInO Fond. Repid.odArcnNeet Or. UOmsed Mande Prof .ran[ Engineer 1 LIMagawg nor Dad � 20= - .. „ amA Product Yodol. Number or No ee Product DWfkftft Contract ehulmllm Data In HVAt Oulyds H1I)IL agWA¢ )p AoarOwtlfr Uee ADdravW for Use Ilppai altln 1 High Strength CWdrwo Lingers 4.6.8. and 12Inch wide bads 052if=2 Yes Yee WA WA i�a Csrr.d 19[durernM see 1, It i 2AMMMmz Bois" Pressure 1 Alpha Nurdnum8did Sanp: Verged Aluminum SomU Atwe Aluminum sod AMM. Vented Aluminum orlsows No y. No WA CMU &a tap; Wood $OFW CMU &.sty; Wood Gads slat version Mwida rsG Rw,4— 2020 MI Windows And Does Category: windo ve "Coloperyrr. W.I.. csmplYna RUMOa BvoWaOai Raw tan a Floddri Registered /vchaw are Liveried Florida Professional Engine. aed�Yadd .�hre Wma i2 5704 Florida Department of Business & Professional Regulation Buildng Codes and Standards Product Approval Appticatlon Detail Pai di 151=1 EOWtAs am gimp 24Lbkim Asa Corozal a((g((mar A Users kddddk 21191W lattaigaial FICA —mg! Approved Ate grant Stlri sr Luis R Lamas. PE Steven W lA M PE 1offly 20 t0A9n020 W1912020 12MVN20 Apw—d (117)366.3300 P662514 (717)317-8454 brghgNQmKyd.cam adlOCdeMgeOss AMZ&WgaLU s Ass adfor W mWi Reion Radial 0 clolia0 4 1, H%NZ oul h" HVIfi Aaaaw tr. V.Aieet Aluminum Wion 123120?,t No Yes vs. WA Florida Department of Business & Professional Regulation Pag.2d2 BuiidirlgCodsa end Standards 100=1 Product Approval Application Detail UM lalAetlu gs:A attt aLt2lOEOg 2a srss YerslaO mambo tst Shcddut 9kaAasA wan xwmu" xviam 26&gW iW PAC Amaard A29CMM a" RAAWW 2020 Ahkle Nick Thaonpam Lyndwl F, rohmld, P.E. Ryan J. 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Professional Enginem Aaelelnd hr IR A= gapbg ¢lge Productt Medal.Numberor Name Prwwd Dowirien Contract Emrraaen Dab In HYH2 outside HVHZ Resistant pass Iroa 1 20 Gage Galvanized Steel Storm Pa1willsk tIZ Comroverd Galvanized Se4I Storm Panels retained 126112022 Yes Yes Yes NIA or not by tradts to provide hurricane ptchiction. 2 24-Gage Galvanized Steel Storm PanalltdHVHZ Corrugated Galvanized Sbael Storm Panel retained 12/31/2022 NO Yea Yes NIA or not by beoka to provide hundane protection. Florida Department of Business & Professional Regulation Building Codes end Standards Product Approval Application Detail page or 111p 702+ gob ad* or mi bit, Pindi "a mm Ydgo MYnnaim set" IDWWM.LUNM Yd1dd*d ®C "WNW AWidall Pat Amrayr Jlmrsyd silt[ ReVelen 2020 Mrrrl Inc. Ern Wallah IOC Evaluation srwae, LLC ICC WauYon seance. 01AVM21 06h&2021 08112W21 Awaad cala ow. alaw"l Can7onents (962) 9 ws-ei d I.I.C. achCM otr. Trust Rates awaldenQMica. 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Romw* Wand-OedeeCCO-CON Mhrs-Oea 8=0-VAL 111"20 11MM20 11A1/2020 JWpoved Caleww.w. hoowe (941)465-0100 (780)315-2590 sLocimgory: etnions Iro ms"106pondusaeac COMI] raw MahOd: CWWCOW Mark er Using am Goals,A22CM2dIaMu Ampresed for Ate. kRm 210= it" Product MddiL Number Or Now Produal Destrighlosm Corargatitionaloricks, In MvHZ outside j Pressure 1 WaAms for All Dann tea Wndore AWminum WAae 061262025 Y4s Yes Yes WA Florida DeparbnsM of Sualrsse & Professional Regulation Building Codes and Standards Product Approval Application DOWR pegs i d2 Mourn GM arm or am RAA OKLbu" go nm VBllp) AMOIdiCgim Conrad BrAmmaumm VYYYed av vmwm AWE=d PaC A=fftg PDWW ld stater Revision Z020 w Miohnl man Robert MemMon Join W. KnerMch, PE OW482020 0921/2020 1040=020 12AW2020 Apprd40d category: Roving (60%7034411 PE-54146 (04)7n4224 111e12ae90ml^ ASstMe enngln mrIMQpM.eem Canpllsrae method: a musti. Ramat SAO, a Flalda Registered Architect or a UON/sed F1004o ProfeWwrod Engineer llnAPydd Oneridomt ilonlLk InHVNZ Ousted, Jim Nabbed Patbua 1 GAF ASPhm Roe Shingles Fbwgiass mimrc.d 3A0. laminated. 5•t.p and 121111=2 No Yes NM WA I 1ped9s esph.t Shi files Qa 1r4 VV" Msnulctuw RMran 2020 FlAdda Most Products Inc. C4eegeryn Room& tubCahgo.y: Roving Mosswice br am an Idagrol Pon ofine Racing 8yram C-wllanw MMod; C-voluaim Report horn e' Florida R.91d rW Architect or a Licensed Flood. Professional K.Oncr PJf�i AMA yLBapr 3 3-FLAAACO dqueC V10 RIdptVeM&qud: Florida DepaAmard of Business & Professional Regulation Bullllrlg Codes and Standards Product Approval Appllcadw Dave II Page, Of 14=1 now" gas an omPnama go cat10 eYirer A Uorw wlmew by Valsaw gyerggg PISC imprinted AROMVag 111111hal CIArk Jm►s Jun. 1, Sudan. P.EQ 8141wn M. Umch. PE ORWIM20 092&W20 100412020 ,2Ar'M20 Aprrowd 1,904)763,8400 CSUCK gngineanns (717)34?4454 d.k0(Ieneozom PE31242 g 1 pp (gpgg Ampray4d for lie Awry�fortrs (I m at11iD Alum nut m Rdq Ycros for "ad rode Waited+213 ee WAS from 0,025' Numhum Florida Department of Business & Professional Regulation Page I of 1 Buhding Codes and Standards 11rn922 Product Approval Application Detail ]Jail YVml �MM gygiaCi E Jiu2um Validated an, AWkEfilw or 20 M= FW Approved Dogislashano AMU Revision 2020 ANAmedam8huWmand Ole" Mks Berowh Frank L. Banmedo, RE Troy Sell P.E. 107&2020 1011VAM 11/0QIZ040 12115=0 Approved Cahowrf Shiners (Set) 71248B2 PE404%40 (954) 00-0880 $YbCOWrjr. alarm Panels mik4baallamerlan.hutle Comlprraao. Method: Evaluation Report from a mmm Florida Registered Architect at a Lkteneed Florida Professional Engineer allailkANUBM Ammyod for tba Azonswadfarijas tMWA beWyn, 1!! Praduallile".Numbrar Noma Product Dewriotlon Cantrad Exalfaeon Date r)y,fG Ouiet"HVHZ IBw Nrnt Prwuno 1 24gaGalvanted Steel Sbxm Panels 249a Galvanzed Stool Storm Panel 1231= Yes Yes Yes WA Morlds Department of Busirl sis & Professional Regulation Building Codes and Standards Product Approval Appilcatfon Detail Fogel dl Ar141M21 S9ta PaWsat an MLA Dots Podim no srsl Version aligueatim fdMM 2MMLSAIWM modaiLk law" !I&mimd FlaC AMrayr an2mm Rear RAU.rafl 20" WepfhoUr Rob Badwln ICC avala wan service. LLC Ian Lehr", P.E. 020=21 ions=" 021b31M31 Approved Caogorin SMWW CmpMeme (253)9246471 1808)03932H llbCaaacey: Engineered Lumber Ra:od.Boloftewgrlc CwVlwm Mehod: Evruafan Report Iran a ..woo", Prown Ran D11h, R AmretrM ra Ate �� ale! Prodid Description Sr91na.Etal[dlaoaEe hN1mZ OL"kb Balm Prison. 1 Mcrdam LVL Londnohd Venter Lumber 4SnI=3 No vs. NIA WA 2 Panels. PSL ParaNl Spend Lumber 03012025 NO Yes NIA WA 3 TImb.Beend LSL LorMated stand Lumbr 03131=3 No Yes NIA WA 4 TJ am Bard Miltural Canposts Lumber or Oriented etrald 03012023 No vs. NIA WA board rum Board S Wy.h—.. Rim bard OdmNd strand Sward Alm Bold OW10023 No Y.. NIA WA L U O iQ O A� C lCL O O 0 f_ 1� O O O O C� O > .� L- ^' Q. C VJ Q Z Z W J O Imo— O cli� L c'7 C mX U C rt O L 04 v NY }✓ Q) N 3 U S, w W CL S.. n o a — V Z-1 > a4— E �i Z CU > 0 > L CL O Q L� U O L CL W O LCU LU Q W z J z Q J SHEET NO. PA 1,1 � ail L.11u 6 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4WW20 Fa direct Inks to all 881rapprovals Isted below, CLICK HERE For additional Information regarding Flonda's Statewide Product Approval System and Marri-Datle Canty Notice of Acoeptance INCA). S Q H!R!. FLO235&R7 §gg1 Product Model. Num bar or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw FLim889-R6 gas # Product Model. Num bar or Name Prod Description 1 SD1011208B Outdoor Accents Connector Screw 2 SDO112, SD9212, SD10112. SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF2251Z SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber -CIF Screw SDCF221134, SDCF221334, SDCF271968, SDCF272358 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Driver SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SD626112. 60625134, SDS25200, SDS25212, SD825300, SDS26312, SOS26412: Strong -Drive SDS Heavy -Duty Connector Screw S0825500, SDS25800, SDS25800 8 SOS2511286, SD525200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong-DrNe SDWF Floot to -Floor Screw FL#1W07-R6 AW Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR5/8, ATR3/4 Threaded Rod* 2 ATUD5, ATU08.2, ATUDO, ATUD9-2, ATUD9.3, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 BP3/8.2, BP112, BPI12-3, BP5/8.2, SP5/8-3, BP3/4, BP3/4-3, BPRTUD3.4 Bearing Pastes 4 CNW3/8, CNW1/2, CWVS/8, CNW3/4, CNW518-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUD85, CTUD66, CTUD75, CTUD76, CTUD77, CTUDS7, CTUD88. CTUDOT Coupling Take -Up Device CTUDOS, CTUD99 8 N3, N4, N5, N6 Heavy Hex Nuts 7 RTU03, RTU03B, RTUD4, RTUD4B, RTUD5, RTUDS, RTUD7, RTU08 Ratcheting Take -Up Device 8 TUDO, TUD10 Take -Up Davit* 9 TUW38 Take -Up Washer 1D URS3 318" Uplift Rod Run Ti ocki System 11 UR94 112" Uplift Rod Run Tledown System 12 URS5 WS" Uplift Rod Run Tledown System 13 URSB 3/4" Uplift Rod Run Tiedown System FLS10441-RO At" Product Model, Num bar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDCIOM Hold-down 3 HDO8,1-11-10011,HHDO14 Hold-down 4 HDU2, HOU4, HDU5, HDUB, HOU11, HDU14 Hold-down 5 HPA26, HPA35 Strap -style purlin anchor 8 LSTHDB, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PA68 Strapetyle purlin anchor 10 PAI18. PAI23, PAI28. PAM Strap -style purlin anchor 11 STHD10, STHDi ORJ Strap -style hold-down 12 STHD14: STHD14RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 For direct inks to all SOT approvals toted below. CLICK HERE For additional information regarding Florida's Statewide Product Approval System end Mami-Dade County Notice of Acceptance (NOW, CLICK HERE, 21 LB series hangers Top flange hangers available In width of 1.9/16" and heights ranging from 5318" to 15-1W 22 LSAZ sells hangers Top flange hangars available in width of 1.0/16" and heights ranging from 9-3/1O" to 13-1/8". 23 LEG3, LEGS, LEG7 pries hangers Top flange hangers available In widths ranging from 3-1/4" to S- 7/8" and heights ranging from W to 33-1r2'. 24 MEG5, ME07 sorts hangers Top flange hangers available In widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1 r2". 25 MIT series hangers Top flange hangers available in widths ranging from 1-911 e" to 5- 1/8" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-9118" and heights ranging from 3.318" to 7.1/8", 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 118" and heights ranging 9.1/4" to 32". FLAH0850-RS Sera # Product Model. turn bar or Name 1 ASA44, ASA44R, ABA46, A13A46R, ABA86.. ABAWR 2 ABU44, ABU44R, ABU46, ABU40R. ABU5-5, ABU54 ABU65, ASU66, ABU66R, ABU88, ABUOSR, ABU1010, ABUIOIOR, ASU1212. ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW88Z, ABW66RZ, ASW7-7 4 AC4, AC4R, ACE4, ACB, ACOR, ACE6 6 SC4, BC48, BC4R, BOB, BC6R, BCS, BCS2-2/4, SCS2-318 6 C1344, C848, CB48; CB68, CBeS 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ86-SDS2. CSSD86-SDS2, CBSQ88-5DS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQ-SOS2.5 Series 10 CPT44Z, CPTOOZ. CPT88Z 11 EPB44A, EPB44, EP846, EPB66 12 EPS4Z 13 LCB44,LCB88 14 LPC4Z,LPCBZ 15 MPB44Z, MP886Z, MPS88Z 18 PB44, PB44R, PB46, PESO, PB66R 17 PBS44A,PBS46.PBS88 18 PBV6, PBV10 19 PC44-18, PC46-16, PC48-18: PC84.18, PCW-18. EPC4416, EP048-18, EPC46-18, EPC64-16, EPC86.18 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPCSZ, EPCBRZ, EPC8Z, EPC8RZ 21 PPB44-4Z; PPB44-6Z 22 RPBZ FLIM 0666-R5 $W Product Model. Num bar or Name 1 FJA, FSA 2 FRFP 3 GH46.8, GH46-8, GH48 8, GH48.8, GH410.8, GH410-8, GHM6, GH66.8, GH68-6, GHB& 8, GI.161 O.B, GH61D-8 4 GLS6A, GLB5B, GLB5C, GLBSD, GLB7A, GLB713, GLB7C, GL87D 5 GLBT512, GBLT612, GLBT516, GBLT818, GLST520, G13LTS20 6 HGLBA,HOLUB.HGLBC,HGLBD 7 HGT-2, HGT-3, HOT-4 6 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Bess Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3-1/4" to 9.10 and W2 ranging from 3.5/8" to 7-112" Screwed column caps with W1 ranging from 3-1/4" to 9.1/7' and W2 ranging from 3.5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Best Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofft Post Base Picidupt Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hangar Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJOQe2o For dteet Inks to all 88T approvals Sated below: CLICK HERE For additional Information regarding Florida's Statewide R'oduotApprove] System and Mama -Dade County Notice of Acceptance INCA), LUCK HERE. FL#10446-R8 IngProduct Modal. Number or Nama Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, AP644R, APVi386, APS66R, AP888, AP886R, AP81010, APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R.APVS88.APVBBSR,APVB88,APVB88R,APVB1010,APVB101OR 4 APDJT2-4, APDJT2R-4, APDJT2S, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-e, Outdoor Accents Dock Joist Ties APVDJT2R-8 6 APHH46, APHH48R, APHH610, APHH61UR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-to-Colurm Ties 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hanger 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z. CST4Z Concealed Beam Ties 10 CJT3Z. CJT4Z. CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC8 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGAIO HurrlcaneTles 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1.30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L850, LS70, LS90 Skswabie Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2eLZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW210RZ Field Adjustable Jack Hangar 25 LSSR1.81, LSSR21, LSSR2.37. LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skeymble Hanger 26 LTP4, LTPS Tie Plates 27 ML23Z,ML24Z, ML282, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26"2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 FIST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Claps FILM 0447-RS Sea it Product Model, Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42. HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25r3.25. HHRC5.37r3.IZ HHRC88 8 HRC1.81, HRC22 7 LRU28, LRU28, LRU210, LRU212 8 LSU28,LSSU28:LSSU210 9 TBE4.TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA210, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, THAC4221 THA426. THA422-2, THA426-2 12 THA11.81122, THAl2.06122, THAl2.1/22, THA1222, THAI322, THAI3522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-SSDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products EmFor direct Inks to all SST approvals Noted below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and MaM-Dads County Updated I?r4mozo Nance of Acceptance IN A). CLACK NERI. FIL11111006-R6 Aga Product Modal. NumSar or Nama Product Description 1 ST. BTB, BTH BrbkTies 2 CMST12, CMST14, OMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2,6A, H3, HO, H7Z, H16, H185, H16-2, H16-25 Hurricane Ties 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tied~ 9 H824 Hurricane Tie 10 HSS2SDS1.5, HSS2.2-SDS3, HSS2.3SD93, HSS4SDS3 Heavy Stud Shoo 11 HST2, HST3, HST5, HSTS Straight Straps 12 HTS16, HTS20. HTS24, HTS26, HTS30, HTS30C Heavy Twat Strap 13 HTS016KTZ- HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 16 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Steps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LT840 Bridging 18 LTS12, LTS18, L'TS18. LTS20 Light Twist Strap 19 MGT Medium GirderTledown 20 MST27, MST37, MST48, MSTeO, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40,, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4883, MSTC8883 Pre -Bent Straps 24 MSTf28, MSTI36, MSTI48, MSTIOO, MS7172 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS3OC Medium Twist Strap 26 NCA2x10-1Z NCA2x12-1Z NCA288.16, NCA2x10-16, NCA2x12.16 Bridging 27 RCW812, RCW814 Wall Bracing 28 RPS18, RPS22, RPM Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPB, SP8 Stud Plate Tie 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 32 SS1.5, SS2.3, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST8215, ST8224, ST6238 Straight Straps 34 TB20, TB27, TB30, 7838, TB42, TB48 TB54, TB56, TB80 Tarrson Bridging 35 TWB10, TWB12, TW614 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB108, W8108C, WB120, WB128C, WS143C Wall Bracing 9=1 Product Desctptlon 1 CSH2.37x5 5, CBH2.37x7 63. CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HG1.13.63-SDS, HGU5.25SDS, HGU5.50SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Contractors SDS, HGU9,00-SDS 4 HGUS aeries hangers Hip Ridge Connector Rafter Hangar 5 HHGU5.25SDS, HHGU550-SDS. HHGU562SDS, HHGU700SDS, HHGU7.26SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SOS TnJss Bearing Enhancer 6 HHUS20.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Adjustable Truss Hangar Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU28-2, HTU26-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9SOS, HU001.81/11SOS, HUCO210.2SOS, HUCO210.3SDS, HUCQ310- SDS, HUC0410-SDS, HUC0412-SDS, HUCQS.2S/9-S0S, HUCQ5.25111-SDS, HUCQ610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r,(M20 For chi Inks to all 88T approvals listed below, CLICK. HERE For additional information regarding Florida's Staleeide ProdretADpraval System rid Mami-Dade County Notice of Acceptance (NOA), Cj I v HERE. �- Fun 14WRS Sera # Product Modei. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCQ2103-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Jalst Henger 5 THG02SDS3, THG03SDS4.5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SDS8 Joist Hanger 6 THGW3.3, THGW3.4, THGW4-3, THGW4-4 Joist Hanger FL#11473-R5 Id" MtWlModal. Numleer or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H185, H18-2: H18-2S Hurricane Tie 4 HETA12, HETA16. HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMI0,HMO Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2.5, LGT4SDS3 GMdefTiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCMeO Strap Tls for Masonry 12 MTSM1e, ivTTSM20, HTSM18, HTSM20 Twat Strap for Masonry FLAM1496-RS jW Product Model. Num bar or Name Product Description 1 DTT1Z Dock Tension Tie 2 HD12, H019 Bolted Holdowls 3 HD38, HOW, HD7B, HD98 Bolted HDldowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, 11.7208, LTTI31 Light Tension Ties FL#13621iR8 JIl Product Modal. Number or Name Product Description 1 SBSBx24,SB7/8x24,S81x30 SIR Anchor Bolts 2 SST816, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTB1 SL, SST820L, SST824L, SSTS Anchor Bolds SSTB28L FL#13872-R4 ,Sj" Product Model. Number or Name 1 CMST12, CMST14: CMSTCI8, CS14, CS16, CS18, CS20, CS22 2 HRS6, HRSS. HRS12, FHA6, FHAQ, FHAl2, FHA18, FHA24, FHA3Q MSTI26, MSTI3& MST148. MSTI80. M87172, S/MST27, S/MST37, S/MST48 3 HTS18, HTS20, HTS24, HTS2& HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTAO, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2216 8 LSUSH3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTS12, LTS18, LTS1S, LTS20 9 MSTA30, MSTA3e, ST6215, STe224, STO, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST8238 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MT830C 12 SI81.56, S/B1.81, W82.06, SJ62.37, 3/B2.56, S/82.88, SIB3.12, S183.56, 61133.62, S/84,06, S64.12, S/B4.28, Sr84.75, SIB5.50 13 S/BA2.12/8, S/BA2,12110, S/BA2.12/12, S/BA2.12/14, S/BA4.1818. S/BA4.18/10, SIBA4.16112, WBA4,18/14 14 S/H1A 15 SIHDOS, S/1-1088, S/HD1i]S, S/HD10B, S/H015S, SMD15B 16 SHDU4, SfHDUS, SIHDUO, S1HDUIi 17 S/JCT, S/HJCT Product Description Coiled Straps Straps 97 mll (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twat Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Jolt Hangers Hurricane Tie Hoklowns Holdovers Joist Hangers Product Description Concealed hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers available in Wdt11s ranging from 1-9/16" to 3-9116" and heights ranging from 9-1/6" to 23-15116". Face -mount hangem Face -mount hangers available in widths ranging from 1-518" to 7- n" and heights ranging from 6-6116" to 12.7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-314" to 16-3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9MIT' to 7- 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 1250=0 For direct Inks to all SST approvals listed below, CLICK HERE For addtonal information regarding Flo da's Statewide Product ApprovalSystem and Memi-Dads Canty Notice of Acceptance (NOA), a rase M. 18 S1LBV1.56, S/LBV1.81, VLBV2.0e, S/LBV2.37, 5IL13V2.6e, S1LBY2.e8, S/LBV3.12, Top Flange Joist Hangers S1LBV3.58, SILBV3.62, S/LBV4.Oe, S/LBV412, SJLBV4.28, SJL9V4.75, S/LBV5.50 19 S/LTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SfMST60, SIMST72 Straps 118 mil (10 go) 21 SP4, SPB Stud Plats Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC TrussCllp 24 TBO22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-RS j Product Modal. Number or Name 1 CCQVG 82-SDSHDG, CCOM4.62-SDSHDG, CCQM5.50.SDSHOG, CCTQM3.82-SDSG, CCTQM4A2SWG, CCTQM5.50-SDSG, CCCOM3.82-SDSG; CCCQM4.82-SDSG, CCCQWO.50-SDSG 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.62G-KT, ECCLLOMDS,SOG-KT, ECCLROMD3.620-KT, ECCLRQMD4.s2G- KT, ECCLRQM0S 5OG-KT 3 HGUM525, HOUM5.50, HGUM7.00, HGUW,25, HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM26 4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, LGUM210-3, LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.5W 25, MBHA3 56/9.25, MBHA356/11.25, MBHA&66111.88, MBHA3.58/14, MBHA3.56116, MBHA3,58118. MSHA5.50r/.25, MSHA5.50/9.25, MBHA5.50/11 25, M13HA5.50/11.88 MSHA5.50/14, MUHA5.50/15, MBHA5.50N8 6 MBHU3,56/9.25, MBHU3.56111.25, MBHU3.5e/11.88, MBHU3.56114, MBHU3.66116, MBHU3.56/18, MBHU5.6019.25, MBHU5.60111.25, MBHU5.50/11.88, MBHU5:60114, MBHU5.50/16, MSHU5.50/18 FIL111113978-R8 Seg# Product Model, Numberor Name 1 SDW2230C, SDW22338, SDW22438, SDW22458, SDW22500, SDW22eOO, SDW22e38, SDW22634 2 SDWC154501 SDWC15800 3 SDWH19300DB, SDWH19400DB, SDWHIWOODB, SDWH19800DB, SDWH101000DB 4 SOWH274MG, SDWH2700DG, SDWH2780DG, SDVVH271000G. SDWH2712000 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 e SDWS19800, SOWS19712, SDWS224DO,SDWS22500,SDWS22512, SEYW3220DO: SDWS22800, SDWS22900, SDM221D00, SOWS221100, SDWS221200, SDWS221500 7 SDWS2230ODS, SOWS2240OD8, SDWS2250008, SDWS22800DB, SDWS2280OD6, SDWS221000DB 8 SOWS22312DBB, SOWS22512DBB 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS27000SS. SDWS278ODSS, SDWS271000SS, SDWS27120DW 10 SDVW13400 11 STN22 FILM 5363-11113 §W Product Model. Number or Name 1 AS 16, AS 1885. AS 18S8 2 AS 20HS 3 AS-20 4 ASHP FL#15730-R4 §W Product Model. Number or Name 1 FT -HP 2 GAC, GDP, GDPM-SO, GOPM-75, GOPM-100, GDPS, GW50, GW-75, OW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Product Descriotion Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Seem Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong-Orwe SDWH TIMBER-H EX H DG Screw Strong-DrNO SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Soong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Deacription 18 ga, Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchor for concrete IMMWO Simpson Strong -Tie 2020 FBC Approved Products Updated 17rsorzo4D Far d act Inks to a1188T apprWds rated beoW. CLICK HERE For Adtltional Information regarding Florida's Statewide Product Approval System Ono Maria -Dads County Notice of Acceptance (NOA), CLICK H!R!. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3. 9/16" and heights ranging from 4.5116" to 11", Concealed flange version (H USC) available for modele having width equal to or greater than 3.9/16". 12 IUS series hangers Fate -mount hangers available in widths ranging from 1-7/8" to 3- 518" and heights ranging from 9-1/4" to 161 13 LOU3.25-SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC2102 Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5M" and heights ranging from 3" to 10.15116" 17 MGU3.e3-SDS, MGU6.25-SDS, MGU6.50-80S, MGU5.e2-SDS, MGU7.00-SDS Face -mount hangers 18 M1U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- 118" and heights ranging from e-16116" to 19-11Z. 19 MUS26, MUS28 Face -mount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/10" to 3-9116" and heights ranging from 3.1 H W to 13-3/4", Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available In widths ranging from 1-9116" to Wand heights ranging from 2-5/8" to 11.114", FL#1o887-1111B $j" Product Model. Num bar or Name Product Description 1 BA series hangers Top flange hangers available In widths ranging from 1.9/16" to 7- 1/8" and helghts ranging from 7.1 W to W', 2 DGSF series hangers Top flange hangers available In widths ranging from 3-61W to 7- 1/8" and heights ranging from 9.1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1 -1/2" to 3- Ste" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-114" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available In widths ranging from 5.114" to 8- 718" and heights ranging from 11 to 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 1/4" and heights ranging from 11-114" to 32'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 8-716' and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available In widths ranging from 3.114" to 7- 1/8" and heights ranging from 11" to 3Z'. 9 HB series hangers Top flange hangers available In widths ranging from 1-0/16" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS aeries hangers Saddle hangers available in widths ranging from 5.1/4" to 8.7/8" and heights ranging from 10-1/Z'to 28". 11 HGLT series hangers Top Nngs hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/7'to 32', 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1 W to 7- 1/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 9/16" and heights ranging from 18" to 26'. 14 HUSTF sense hangers Top flange joist hangers available in widths ranging from 3.1 /8" to 3.911W and heights ranging from 5.3/8" to 13-1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/1W to 5- 1/7' and heights ranging from 3-7/161to 15". Concealed flange version CH UCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP prise hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 5.3/8" c, 28". 17 HWPH pries hangers Top flange hangers available in widths ranging from 14118" to 7- 1/2" and heights ranging from 5-3/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1.9/18" to 3- "" and heights ranging from 9.1W to 16' 19 JB series hangers Top flange hangers available in width of 1.9/16" and heights ranging from S-3/8" to 7.1/4". 20 JBA series hangers Tap flange hangers available in width of 1.9116" and heights ranging from 9.VIV'tD 13-118". Simpson Strong -Tie 2020 FBC Approved Products Updated 121WM20 For direct Inks to all SST approvals Isted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System rid Mluri-Dade County Notice of Acceptance (NOA), CLICK HERE 6 SET-XP Adhesive Anchorfor concrete 6 Strong -Bola 2 (STS2, ST62.4SS, STB2.8SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD tTHD-H, THD-HMG, THD-H461S, THD-HBSS, THD-CS. THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 318 stainless steel, or with countersunk head In carbon steel and Type 318 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Roll Hanger(rHDB25158RH, THDI337158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete THD50234RH, THD 1 0212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FLOIS230-RO j0d" Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bola 2 (ST62) 5 Titen 2 (TTN2) 6 Trish HO (fHD-H4SS, THD-HOSS, THD-CSBSS) 7 Titan Turbo (TNT) FL#16937-R3 Ulu Protluct Modal. Number or Namo 1 X34B1016.5K,Xi81016,X181018-4K,XQiS1018,X01B1018.41K 2 XL01I4T1224.XLQ11481224.2K 3 XMQ11461224, XMQ114B12242K 4 X01I4S1224, XQ114B1224.2.5K X114SI224, XQ1I2S1224, XQ11261224-2K 5 XU34S1016,XU34810165K F1.111138320-RO Sec # Product Modal. Number or Name 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS 2 FCB43.5; FCB45.5, FCB47.5, FCB49.5, FCB411 5 3 FPHSD34S1016, FPHSD3481018, FPHSD3481018.5K, FPHSD34S1214, FPHSD34B1214, FPHSD34B12145K 4 LSFC2.25, LSFC4-25, LSFC8.25, SFC2.25, SFC4.25. SFC6.25 5 LSSC4.25, LSSC6.26, SSC2.25, SSC4.25 SSC6.25; MSSC2.25, MSSC4.25. MSSC6.25, MSSC4.25KW, MSSC6.26KW 6 RCKW3,RCKW5.5,RCKW7.5.RCKW3S.RCKW5.5S 7 SCS43.5, SCS45.5, SCB47.5, SCB49,5, SCS411.5, MSCB45.5, MSCS47,5 8 SCS32-5197, SCSe2-5197, SCS82-5/118. SCS82-5018 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH7881414 13 XQ1S1018, XQIB1018.4K, X01S1214, XQ181214-3,SK, X07881224, X076S I 224.3K, XQ114SI224, XQ114131224-2.5K, XQ112151224,XQ112S12242K, X34B101e-SK, X181018, X181018.4K, X1S1214, X1B12143.5K Product Deacriotian AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt Anchor 0 g Wedge r masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Protluct Deactfotlon NIO-16 Strong -Drive X Metal Set -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal SaN-Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Set -Drilling, Tapping Screws with #6 Drill Point and Medium Dismeter Hex #12-24 Strong -Drive X Metal SON -Drilling, Tapping Screws with #6 Drill Point #10.16 Strong -Drive XU Metal Sol -Drilling, Topping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing-to.CFS SeN- Drillilg, Tapping Screws Steel Framing Connector Steal Stud Connectors Rigid Knee Wall Conneotrx Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connection; Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Sol -Drilling, Tapping Saews #10-18. #12-14, and 012.24 Strong -Drive X Metal Self -Drilling, Tapping Screws N (U 0 N a 6 O C Ca -0 a- .� C CU c Cis O �O O O CU Ca 0 0 U_ I*-C ICU co CM O CU C CU .a -#/� VJ Q Q r� W J CV � � s r .ti V ~ 00 � N �- CL CO X M LL a -a o L C- CU C:) N Y - W N Q N _C Q Q0c� L U N -C-1 N f� O C C) (D E 40 z r� V / Coo CIO > 0 L 0_ L U 0 Lam W ICU W ^o< CL O Ica W W Z Z Z Q J a SHEET NO. PA 1.2 y_r �• �•••••, . ,. . �wr a. �uasat_,.u�� aui� i L. I. _ l AdliliII11.1, -ki, ij, i. Q� Q) > O N c CD .� U � Co Co CO UO -0 -0 O Q = O 3 � O CL . C ca O > EL Q L CCGO 4-0 Q F-- .� Cn Q t O `�� r` O m X LL tl N L V N Y C O O N v N v C (A E Q O N } � _ T M' E C J N O O < C U Z-- O 11J . f.r z U) C6 O Q O Q L U O L t/) .�.�J CU Q E"- L W z z Q J a SHEET NO. EMMA PA 1.3 MIAM!• o,��o,,. PGT Industries. Inr. PG? Industries, Int.. r rrtctayve-rCacrrnOL SEe'rFoatit ) Industries. Inr. rrYros swag s� 800�2a3 NONCE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUB�i1TTE1) .tmraart+�rt�c� rtscvr.AarostvwxDgcaxoauc arssovtRctes✓p�) aas.�, Fso�;ar s3sTs-2�r4 Bas�D�am CODE1+Dam�us�sr�uarDrc�ac tzs�,.,r...a�.a..31.� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QL1.4.LII'h ASSURANCE NOTICE OF ACCEPT A:'yCE (�10A) L. Evidence sehmitted under grerb�ns �fOA 1i. DRAWINGS B. TESTS �atflnuc�a 1_ Miami DaodeDegartment o#'Regaiatosy and Economic R�anroes (RER)- PGT Lullesta3r�, Inc. 147Q Ttrchntdu� Dnire, l _ Marnafactrsrer'slie drawings sac! sections. 5. Test report T Air Ioau Test, FBC, TAS 2(?2-94 } � 1'�orth4'rtsice, ]Fi.3�2'�S (Sublttitted n�+der?V4�1.No.11-�1147. �j 2) Uniform Static AirP>aessune Test, psi' FBC, TAS 202-94 E. DdATER;-s►I, CERTffICATiONS Scrota: 2. Thawing No. MD-5S70.Or tidal "Vinyl Sliding Glass Door NOA {I.I�},', sbee#s 1 3} Wa#es Reoe Test, per FBC, TAS 202-�4. 1. Notice of Acceptance No. I5-0528.14 lamed to Vision Extrusion Limited for their This NOA is.beielgissttedwsder the sppOcabierutes sad regtshtsms @f�vt3airag 13se use cfcoststrnctionmsttYialx The through 21 of 21, Prepared by martufacttues, dated 1��45fi5; with revision A dated 4} Large Missile It!'�MaCt Test per FBC, TAS 201A4 "`�rhise Rigid P�'� Exterior Extrusions for i�'mdol~•s and Doors", dated 08113,�15, docwaeatationsubmitiedhas beenreviewed � a�acttOoed blpMia�i-Dade Catmtp RER -Product Control Se�ctiimta 04105117, steed and sealed by A_ Lynn M�r2 P_E. 5} Cyclic Wind Pressure Loadiugprer FBC, TAS 203-94 expiring on 09�'30J19: be used iti A+iiami Dade Cry and o�etareas where s!]auaed by �e A�cxity �riag J�cris�cfi�oa (AHJ}_ 6) Fc)tCtd F.idty Test, per FBC, TAS 24?-914 2. Notice of Acceptance No. I6-092n.48 issued to Vision Extrusion Limited for #>�cir "�'E 'this.N()Ashallaatb�evalisl-afllerthe r�pixafiondales�iedbelvw.TlseMiami-DsdeCow4tyProdnct.Caatroa Sec#oa B. TESTS along vrithmarl�ecE�p drarwiagsand it>lstallaticm diagram off sliding glass door,pfleparcul 1['tfla Tan 2fl2 andli�rtrr Shades �lYen-'�7�e} Rigid PVC Exterior Eatrnsions for (In lY�fiamiDabde CoRrmp�) andlorthe AM (in attars ottsts thaaMiami.Dade County) reserve the right too have this 1_ Test report on 1} Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Featiaas Testing Lab, lac., Test Repo><# Irfio_ FTL 8.�49, dated 11r'OGfI5, signed and Windows and Doors", dated 12108116, rxpi�g on l?12912I_ product ar tested far quality assmancepnrpo$es_ if'mis grodaact,os material fads to pe.ffachn is the accepted 2) �'e �,� Impact Test. per FBC,. TAS 201-94 sealed by Ida�rns Ortega, P. E_-(Test report revised on I2J04�1 � and 0211 L`i� 3. Notice of Acceptance No. I5-f1528.15 issued to Vision F� Limited fns their maaaer,them�it'xttutxrvedlmcurtineeapettseofsuchtestsiageadffieAHJmayim�medi�elyievotee,modify, v: 3 C Wiodpt�eFBC, TAS 2�a3si4 Cyclic Loading per b_ Test report an 1} Air � Test, per FBC, TAS 202�4 Rigid Brown Coated {Painted or Lamlaaated 'W'1tiGe PVC Exterior Extrusions im• ) suspend the use of such product or material within Sneer jurisdirti�. BER:waves the rift to revoke this along ytrith�Oed-hg drawings and installati� ctiagnm ofviayl sliding glass; loci prepared 2) Uniform Static Airs Pressure Test, per FBC, TAS 202-94 Windows and Doors",dated 08113115, expieiag cm 09130119_ atcegtlance, if it � detemmaed bpM>�ci-D�e CcmmfyPt�odoct Cactmi Settiaas 1lYat $�,s product or nnl fails to meet the >tigttirera'mts of the apple£able banding code: by Fenestration Testing Lab, Ism, Ted Report No. FTL 8717, dated 12,�Q'?#I S, signed and 3} Water Resistance Test., per FBC, TAS 2i12-04.. 4. Notices ol'Acceptauce. No" 1d-0712.02 issued to ENERtI Fenestration Sow USA, wed by idalnsis Ortega. P_ E. (Test .report revised ZI ILI INc. TILLIT TESTING S ENGINEERING COMPANY WAT TRR A. TTLL.LT, JR., HE. -_- - aiteco,gIaaj. aM ELPE. Lunar.,, NIA.: PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gf12bal-PtotectlonProducts LLCG 4800 S.W. 51 Street Davie, Florlda33314 1. PURPQ5—E.011' EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation_ This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code chango that may affect its limitations and conditions 2. EVIDENCE SAIJIB 1TTED: 2A - PRODUCT EVALUATION DOCUMENT (P.E,D,); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL.", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part loiltis Evaluation Report. ,AS`` EUi A, ,i,s, E c�� .. �10ElJSF 1, • . III 44167 !"'* : * i 4 6355 N.W. 36th Street, Strife 305, Miami, Florida 33 166 -phone: (305) 871-1530 - fgr,,, dl& Si 1 PRODUCTEVAL )WIQNR,I.P()R1 o. 2U-It:3S,D1 2 E801DUCTEVA_LUA13O1vAM11lNO. 20-0722.01 7 1 L ECC! Inc_ REPORT : 2.2._TEgT S MATERIAL CHA Q. MA RA ICS AND SPE _—. CTERL�T CIFiC TIN_ DNS: TILLIT TESTING 6 ENGINEERING COMPANY Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components Indicated on - - - - 201, 203 as per section 1626 of the Florida Building Cade. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WALIBR A. TILLIT, JR., P.E. NlteoD(dNwLcaFn PRODUCT EVALUATION REPORT R.P.F'.;FN,m>r9 44L(] as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of ',.A.F, rnF. No;n'T , Testing, Inc., Reports it 96-569 dated 08/09/1996, #96-570 dated 0911811996, 26, or Product Evaluation Document (P.E.D.), drawing No. 20-176. #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No, 7_ LIMITATIONS AND -CONDITIONS OF USE: DATE: July 27, 2020 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaospada, P.E. and Henry Hattem, P.E. 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Tensile test report No. 9CM-197 oy QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26. as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels signed and sealed by Frank Grate, P.E. prepared by Tllteoo. Inc, and signed and sealed by Walter A, Tillit, Jr., P.E. 2,&-STRUCTURAL ENGINEERINGG CALCl11AT112NS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global ProtecUQlLP1odU;b_LLC length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed into poured concrete, concrete block, and 4800 S.W. 51 Street section 1618 of the Florida Bul Ming Code. Calculations prepared by Tilteco, Inc., wood frame structures. Davie, Florida 33314 dated 11103/08 and 03112/15, signed and seated by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPA J R STANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P E. (Florida License 1, P_VRPQEE_QF_EVALVATION: Large missile impact under section 1626 of the Florida Building Code, as per No 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System TAS 201 Protocol. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 4. WIND LOADS RESISTANCE: A, IIlilpU1,flit"rY ,SE? A /T✓%% 61 G20-3, Method 1D of the Florida Department of Bus Inesa and 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �,� •I1, JF, .."' r,ENSF"'•,9 ,' ... Professional Regulation. pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15. • %a r..� r 1 7 44 6 This product is being issued an Evaluation Report as described herein, and has 16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.). drawing No. Iv_.-�,____3c''�--1�' 1*- `* ., * = been varified for compliance in accordance with the 2020 Seventh Edition of the 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 111 ter- _/V4�1_ ?W4i-, STATE OF :',1 FloridaFl Building Code, and to verify that the product is For the purpose intended 14, 15, 17, 18. 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), ( ) ___ . r least equivalent to that required by the Code - drawing No. 20.176. Sze c,-- ZOR1P .' '-.. ' "�r,,S'S/ONA4�N,N+ , AC , This Product Evaluation Report shall be subject to review and revision in case of D 1 5NATALL,ATIQ-N: "'11MImNI'` a Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on sheets 3 thou 7, 10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document WATILL Di TILTECO ADMON RE CORDS 1 P. E. REPORT -201GLOBAL PROTECTION PRODUCTS, LLC T20 GAGE 2. EVIDENCE SUBMITTED: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANED ORM W 20-176 t REPORT 42"72e.01 Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document 2.1. PRODUCI-RNA IATION DOCUMENT (P E.O.): (P.E.D ), drawing No. 20-176. 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 Walter A. NEAI�I,I4,IIT1441,14, �r�9 Tillit, Jr., P-E.; dated 07127/2020. This drawing is an mtegi�,O p 106,;&s II 'c- I ;�1°\�;-1,....... �I Evaluation Report. ,1.,.:. ''., - NSF r� � 44167 = -7 -� �_-_ ,-_* � � -_V `---hTtr�t167 '_ * STATE OF F Ec , "' 00 -. • ZORl ,.. _ STA E OF a a 9'. '4J'c "sUc'• '`(ORtOP ' �N,�`� ,,,SS/OfVALEN .o NAA ''' ' F'' .......... USA 6.155 N.W. 360E Street, Suite 105, Miami, Florida 33I66 - Phone: (305) 871-193 ►q(3b",391-1531 Nrunntp 1 GENERAI NOTES: Ili IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANE15, STUCCO OF, WOOD BOARDS BE FOUND ON THE (*=.fa 70 GO[ C%ISTNG MAIL ANC/IORS $NHL BE LONE. ENOUGH TO RICH THE MAN STRUC7URE OFWItO SUCH PANELS. I STOW PANEL SHOWN r3N MIS PROIUCI EVALUATION DOCUMENT (P.E.0) HAS BEEN VERIFIED FOR COVPLWiCF. IN ANCHORAGE SMALL Elf AS MENTIONED IN 81) 440 IN R7) 4CCORDANCE WCOI THE 2020 (Itn EOIINN) Of THE FLORIDA BUILDING CODE (C) TO__C%ISTING 'QUD jMK SPECBIL._-R•AD, L - 055 Wtl DESIGN ONO LOADS SHALL, DE DIDU MINED AS PER SECTION 1620 OF THE ADM MENTIONED CODE. - 1/4-• TAPCON ANCHORS MAN UFACTURED NUFACTURED BY L T W. BULDEA, INC. FOR A WIND SPEED AS REQURED BY THE JURISINCT10N WHERE THESE SHUTTERS WILL BE INSTALLED AND - /14-10 PANELWIE FEMALE IDAND PAI EUAIITE PLUS ANCHORS, AS MANUFACTURED NY ELCO CONSTRUCTION PRODUCTS FOR A DIRECTIONALITY CACTOR Ke-O.BS. USING ASCE 7-16 AND SK41 NOT EXLLED THE MAXIMUM (A.S.0) - 1/4*9 LAC SCREWS PER N.U.S. P DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 1/MIU, 72. l4, 15, 18. ,9 A 20. 1 . . T 6 s e' IEDpU RVSM AS SMI v POP, R / BUSHING. a a1TE BY ALL SCREW. BOLT A sPEaALrY L:o. / IN ORDER TO VERIFY TIE ABOVE CONDITION. ULTIWTE DESIGN WIND LOADS DETERMINED PER ASIDE 1-10 C.,) MNIYU4 THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL RE , 1/7• AND 7• FOR fLCO PANCLWT[ PLUS SMALL BE FIRST REDUCED TO AS.O DES" ONO LOADS BY MULTIPLYWG THEM BY 06 W ORDER TO COMPARE THESE W/ MLA. (AS.o) DESIGN PRESSURE RATINGS NOICATTD ON SHEETS 7 THRU 12. 14. 15. 16. 19 A 20 AND PMiEWAE FEMALE to C 7) MNIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHNL RE 1 1/7' NO INRFADED IN ORDER TO VERIFY THAT ANCHORS ON THIS P E D AS TESTED WERE NOT OVER STRESSED, A VM INCREASE " ALLOWABLE STRESS FOR ONO LOADS WAS THEW ANALYSS r SENCRS SPACING TO WOOD HAS BUN 7ET[TWN PCNETIUIIOH INTO STUCCOS", BE CONSIDERED AS PART OF THE REOU.WO THREADED PEF*1Rt,VoH ACCORDANCE R TH N.O.S. 2018 C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL I E AS R1(MI,TED N THTS DPAWINC STORM FAWL'S ADEQUACY FOR MPACI AND WIND RESISTANCE HAS BEEN VLRVIED IN ACCORDANCE WITH SECT" 1626 OF THE AEgK MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC REPORTS 96-369, 96 -570 0 96-730 AND C.4) MINIMUM PENETRATION OF WOOD BUSMNG SMALL BE 5/8• 1/1' •-20 SCREWS USED STIN: BE 1 112' LONG tool FENESTRATION TESTING LAB INC., REPORTS 02032 • /2126 . AS PROTOCOLS TAS 201. TAS-202 AND AS SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO TAS AS WELL AS AMERICAN9.01 -09, AS PER TAS 201, TAS 20Y AND 70S1µOMp5. 'EST LAB OI SOUTH FLORIDAFEORREPORT /02 1 C5) W CASE TNT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON TI4L EXISTING 2 ALL ALUMIWIM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS 07HCRW%t NOTFO), SEE SHEET 2 WALL. ANCHORS SMALL BC LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHWA BE AS MENTIONED IN C, 1). C.2) NE CA) 3. ALL ALUMINUM SHr[I META USED AT CLOSURES SHOE HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL BE INSTALLED rOLLOMNG ALL OF THE HICOMMFNOATIOHS AND SPECTFICATRHNS OF THE ANCHOR'S MANUFACTURER 4 ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL, ASTM A-553 GNADL 50 MINIMUM. G-60 CALVANISCD STEEL DESIGNATION W/FY- 56 3 bl (AFTER R01Jf0). 6. PARWA E15 Y sp BC INSTALLED NOIRIONIALLY FOLLOWING pNSTNUIx T. DETNLS SHOWN ON SECTION 3 THROUGH IC (SHEETS 1 THROUGH 6) EXCEPT THAT HEADERS 0 A ® SHALL NOT BE USED 5. Ml. t STUN { P 1 C T N SCREWS W LESS STEEL ]0 0 J 6 NSI SCRIES OR CORROSION RE55 NFT COATED GRl10 STEEL AS PER DIN 5DO18 W/ 50 b1 YRID . RENGM AND 90 SP TENSILE STRENGTH A SHALL COMPIY W/ FLORIDA OUKDO40 CODE 9 R SHALL BE INC RESPONSReUIY tX THE CONTRACTOR IU YfT6:Y THE SM1DN[SS OF THE ''IRUCRIM WHINE, SIIUn ER K TO BE 3 SECTION 2411.3.3,4 ATTACHED TO INSURC PROPER ANCHORAGE THIS SHUTTER SHALL ONY RE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME RUADKA:S. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR NSI 304 SERIES S1NO FSS STEEL, WITH 36 bI MNIYUY -IELD STRENGTH. TO EACH REGULAR STORM PANEL OM TOWNS OVER II THROUGH 12'-4'. AS PER SECTORS 6. 8, 9 A 10 AND ALTERNATIVES BW, Wet A IOW ON SHEETS 5, 6 a 12 RESPECTIVELY. SMALL HAVE A LEGNLL AWJ READILY VISIBLE MARKING IITSrRULnl OWNER [R 7 ANCHORS TO WALL SMALL BE AS FODUWS TrNoAT TO SECURE PANELS WAIN APP(CABLE REINFORCEMENT DURING PCRIODS OF HURRICANE WARNIHfi (A) T9_=SBNG. N.QUBER CONCRETE 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL 9NTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MIN - 1/I'e TAPCON ANCHOR` AS MANUFACTURED P I.T.W. BUIUX.X, INC. (M n. C -3192 P.,.) THE BUILDING. TO PREVENT WIND/RAIN INTRUSION - 1/4' I . 7/tl• - ANCHORS. AS MANUFACTURED BY INC (W, Nc-4, L PONTT - I/4'• % J30 $OLIO -SET AHCHICR', AS aSTRIBLITCO EW ALL POSCREW, BOLL (t SPECIALTY CO. CUD U S CIALT 12. STORM PANEL INSINUATION SHALL COMPLY WWH SPECS INDICATED W THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS al U PROVIDED BY TIE JURISDICTION WHERE PERMIT IS APPLIED TO. - I14-,0 PANELAIATE FEMALE N) A PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS- 13 it) THIS PRODUCT EVALUATION DOCUMENT (P.E pJ PREPARED B" THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE e,rO1R,,l (FIN. Fc-33W p., ) TOP A SITE STSCXTC PROJECT : P WHERE THE SITE CONaDNS ODEVIATE FROM ME PC 0 - 1/4-0 CF TAP-GFUP ANCHORS. AS MWUCACIUNED by TKU-FAST CORPORATION (!'c-3600 p-) 7 PURCHASE AND INSNALIAFNR INCLUDING LIFE SAFETY (6) CONTRACTOR 0 BE RESPOVIDED OO ME SELECTION. MK PRODUCT A. 1) RWIIMRF EMBEDMENT OF TAPCON ANCH401" INTO POURED CONCRETE SMALL BE 1 J/4•; 2' FOR PANElANTE tCkAl BASED ON THIS SHE. DOGS T VAT 0 D IATEFROM / NO DEVIATE FROM THE CON01TgN1 DETAILED ON MIS OOCUMENi. E N AND PAWS WLTE PLUS AND 1 I 1' FOR CF TAP -CHIP ANCHORS. / AFP.AT S"t T e CONSiRUCTi01: SAFE'iV' AT SRE N THE CONTRACTOR'S RESF�ONS18ulG/ A2) CALK -IN • SOLID -SEA ANCHORS SMALL BE EMBEDDED 7/6' NTO THE POURED CONCRETE NO EMBEDMENT INTO (c) IRK PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID R MODOM STUCCO SHALL BE PERMITTED SMALL BE 1/4- 0-20 SCREWS USED 1 1/2- LONG MWNOU FAKK1LO STUCCO EXIST. tq ,- MINIMUM FOR WALLS WRN NO STUCCO. AND WY RE HLAMO SCREWS OR ALL THREADED SCREWS W/O HUD, (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED RY A FLORIDA REGISTERED EHGOEEN OR ARCHITECT WHICH WILL EECOME THE BUT WITH WING NUTS, ENGINEER Or RECORD (E.O.H) ION ME PRQRCY AND WHO WILL BE RESPONSIBLE FOR ME PROPER USE Of ME P1 D. ON04 R OF RECORD, ACTING AS A pL_UGAFUD ENGNECR TO IHE A.3) IN CASE THAT PRECAST STONE, PRECAST CLNCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON FHF P. r..O ENGNECR, SMALLSUBMITfU tHfi LATTERME SITE SPECIFIC DRAWINGS FOR REVIEW EXISTING WALL OR FLOOR ANCHORS SHALL SE LONG ENOUGH TO REACH ME MAN STRUCTURE BEIRNU SUCH PANELS NNCHORAGE SHALE BE AS MCINTIONEO IN A ,) AND W A2). (6) MK P.E.D. SMALL BEAR 1. f DATE AND ORIGWA SEA AM SX;ATURE OF THE PROf153CNAL ENGINE" OF ACCORD THAT PREPARED IT (0) TJL. LM Nn ONG IL OLQ(,L_Wy1 �S(1LS_y0 - I/4- P TAPCON ANCHORS AS MANUFACTURED W I. 7 W BNLDEX, INC 1/ SHUTTER MANUFN:NRCR'S LAIWL SMALL BE LOCATED ON A READILY NSIBIE LOCATION AT STORY - 1/4- I . 7/6- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC (YIN C -1500 p.•J.) PANEL SHUTTER IN ACCORDANCE WITH SECTION t70993 OF FLORIDA BUILDING CODE. ONE LABEL SMALL RE PLACED FOR EVERY OPCNNG LAMUNG TO COMPLY WITH SECTION 170992 OF ME - 1/4'• % J/4• SPUD -SET AN(TIORS, AS DISTRIBUTED BY ALL PpNi SCPEw, SOLI 8 sPECWLn CO. FIORFM BUILDING COOT (TAN fc ARLU p.e.F) - I,4-10 P 80lMIE fCA1AL2 NANO PANELWIE PL,liS ANCNOE4. AS MA161rAC'TVfED BY CLCO CONSTRUCTION iHK OAWINC SMALL ONLY BE USED TO 2ANCHORS1.AS �`"ZER DBWN PERYf14 IN 711E STATE OF FLORIIM III .IQ"I" A - I//C .PRODUCCF TAP -GRIP MANUFACtUREO BY TRV-FAST CORPORATION .rIM �/r J .•"' . FLORIDA BUILDING CODE (High Veloclt Hurricane Zon 8.1) MNNUM EMOMMENT OF TOICON ANCHORS. LLCO PANCEMA/ES AND OF TAP -GRIP ANCHOR. INTO III( C `\(, ( 7 ''• ROUX JNR SHALL BE F 1/1•. ' Till, PROS M1tlrp, .O 20 GAGE GALVANIZED STEEL STORM PANEL I P 9.2) CALK-w SOLID ANCNOR$ SHAL BE EMBEDOEO 7/6' INTO THE CUM:RFTE BLOCK LINK. No N0. 4 167 ': _ --.. _.: sr - A -SET ENAe�MLI(t INTO STUCCO 311A. BE PERMTTt'D 1/4- •-20 SCREWS USED SIVWN. BE 1 1/2- LONG MINN. YOu1 .1,, - - _ _ � N/Ea/797p v - -- COST, AND ,• 11NRIl1M FOR wA15 WITH NO SRCCO. ='Vj'.. $TAT OF - yl: , 1;, IL E C O INC nil GLOBAL PROTECTION PRODUCTS, U.C. aeDo 5W 1, )„� WIT '1, ' O, - _. E AHr "1NH 6 H M31. F>SN6 AK Fpa.Js.rnJ 20- T 76 �S. - � ��-✓'urz.. o,i;.-.1m' "wi..� =�La.)eee N. '",,/DNA S E G;'��sLAL/aKr.Jua/wn _ I, rIrM �'Y.PE. Y•,-Atl _ _ - lIITtT I M, INSTALLATION DETAILS FOR REGULAR PANELS(j dE t1Ai INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANON ON (9tr �,OI (SUN CUNCMn ANCHORS ,Motm . ,NIAVIIOI 6) f"A SCHEwUE oN coe:l E ANCHOIK W� (S,AE'[iS ,HR[K,pN •mEaLur ) 1.111, a nwpOH IT .-- --RADA ' IxISTIHG PIXNRtO , - ,' canaNl[ INNG1oRs 06CN 6 1F�11MM 6� �1 CONCRETE R[OVIRED: Q�� kEq.]/ S! RM'a C111. J1/•_ CONCRFT' PCIX IR[D /6 1 ,{ , 1' YA. - 1' YM.,_ �,/SMJ,{n,•e, H•.�.nn T{ _ '4p �iJa.. ei4 : p< 1/4•� i-=- .F, o -, r--owl Pol CONCRUIT E.D. t..�N'--., �;. i 1 /� -' rX13TV/G PDDRm �•, "U"A''rE -- ED.., (tm , U�/ tW R[DUIR[o. 1 C.'I 14 Y' , crN wry dAir • 6f i TIF R"'„11 4 -I Iw I O NUNS , I I �..,. , !'Ir ac T I/roc 1 SOMAAL 1 -1.9e M.,NKFIT 1IPAI ECPAM 1 01~ 1 y-f 1 �61E��F1ac , I& HINT / 1 { T I �' � I u°A°'-"IAWN I aLI�': I 77A' -11 %-v�W:WK 1 Ci I eaAa I 1 , � I I X V _____. - _.I_.._ O I l i ' 4 6 1 I y I i 1 IiI IJiio'wur i 1 1 e. ` I i- 1 I 6 i e ..T ae 6 \ ' $p E%6rIN6 PD{� l e i i 4 ,'7--- M n•""Q "$ u N oe. Rl,rs'• (4 .,�-.. ` - DC'1- i r �/p�A, IFIN9 i I I DeM. I 'G C EXISTING PpLX1EQ- P I. It r%IsnNG PouREu E D 11tWH� CONCRETE oR 1 rCONCRETE ea.MM REOUIREL, 'IMRF' 1 mm • ;' 1 Iii"I , I CONCRETE OR CONCTIM BOCK ---_..11 CONCRETE BLOC. -_.- 2 /7' TIC r, ',/y f f AEOURED'REOl ,/2- _ J .weI I I ExISr NG Pou" NCRETE REai'RED d A-t• win �._ - a W.W 1 1 ,-"", E 11 1 MM. /�.,Jr/-.Rio FVlnpwTTic Ley/ :,-9t>�k coNce If .KCYORN I , SiAtIeFD e/ SRRr_- ' F/�;�� O CONCRCR MN'! •-�---C D mNC7NN MIba4 h•. 15ANP FOP'E•'•6.J<' roNCRnr AM;,.OKI: ' 4i YR Jti %1-3/,• l R V (Sit, $uIED1Aa e7T- %mill, a TMOIlel1 6) fllff t101ml4[ DUI..../ *an C TNNIIW 6) (Sol xHtr r ON c-.I tMe • .¢OO vt_ a nIR(Hr 9i si 6) W� CEILING AID 44R MQUliTM fe ALTERNATE BUILD OUT MOUNTING SECTION 4 SCALE 3/8-1- IE SECTION 2 SCALE 3/8-I' SCAT 3/6-,• SCAR 3/6-1- i - - T I I ; ItE.D. .EDGE DISTANCE (SEE SCHEDULE ON %a m .�v.MmK i ' � SHEETS 8 e 9) 1 I�`RIn : 1I I NOTE. £9R_> DDN-i f. SErnoNs-, N,eM 1 +D"r' st1.o " A 1 7 'n• ac. I ' � UHI FOP 4F 90TrOM YOUNTINGs CAN BE I 1 ANA B A. OI1, R A. %. ", C0IIBINED IN ANY WAY TO $ll'T ANY INSTALLATION. I11r pjtE....... �(Z/j ,I- =�y>, _. • [YI$II11G Past _ FLORIDA BUILDING CODE (High VelocityNo Ill Zone 4 1 RE----E.D '^ `A':• * 7 _ CJQ20 M1'R0 I'¢_ 20 GAGE GALVANIZED STEEL STORM PANEL rP DAWN •r' �„D„ 0) • - � -P TATErIp : 1R= " s)L ---- —----- ,- -----' GLOBAL PROTECTION PRODUCTS, LLC. - o7na/EmR Yn =��FS•. DRID*.,- IL ECO,N� Nam5e"neon �;*- ��G, ,.. " IS/ NAL Ef . , ,-'4c'--- tIW� NO [NO L P O <OMANY - 1t wit (a4Nw-,,HI ,_ (w)aw-... 2 -176 3/�1- IINIIIR4�ln U I}OCe,FV,m A., n, �_- ARRA, NALT[R A tKD1 } „L R.0 rka Ue. IIeJ W6tF • n 7X COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1' r.._.,_- _ --- ._..- ---,_. 15166• (TOTAL WIDTH) ___-__._-._-, -- 13,11W [TOTAL WIDUAll-..---.-..-_-__ _ , - -_.. _ .-_..�.._ A2.500• (EFFECTIVE WIDTH) .--..-.- P' 1 1.3r1r• -: --1 1--1 •'-•, ,.SOD• I C}.Soo• 6.67e• MIN. ,T6aE ,.Seer--'i ,. - - ,,.�/'\ ,� -----',r'r oKWMZCL arm 1� \\ I i \ FNT13 _Wi ( �` /� '. r - " i/' `gyp ( 0.036' ON S EEU IELIEZI.I / IIFIF�w> 016FOE 30 NE.Y1[D v I �. /� 1 t.ee7• OMLVAIRFD STEEL EDGE ) �N,.+ 2.esr I rxv. EDGE / �/ CRAVE 50 ..--. OCTAL ' TIP. \ �1. / 1 Y'�% `/ HEMMED TVP. AT.Y A-61] 1 DEMIL EDGE G-60 CALv ' CM i T]iX. A 4ad LQTAL A , 4l .-________ .- .. 3 1is -. e.230• --- --- -- . _- _ 1'.33o• © STORY PANEL 0 END STORY PANEL --2.167'_-._- AM%END LIP ItY1- If.230� 2.te7• .too• iE 175' _ ,/N'f-20. ,/•'•-I0, ,'%9- W/ AnAn aiI - 1710' - J04 SERFS ]ON 4dNS 1 1 LW-'R. O. , _._1•, •:: 83. STUD .1T`CD SS. to RN[R71 - .75D•- .T� tO.OB' Aloe i .063' I f 12 ,/r ac ,2 1/�3.J75' ^� .AO . ,a ANGU • TO AN�*-�J�_L, ,OeJ'.063• Y.000'1.D00• 1t.S00' 11Y6ME `�.m0• .093, A , .., 63B;i3 �2.t 25• _1 R 375� I I.,. r , -' t. - - _- __.-ATM' I RE60a' � 1 L1 i - -.. 5.. N:,. - _.. 1.50I. 500'._.-. 1 I l8 � 2.000• -i0� ISOMETRIC VIEW DETAIL A I--.2000-_ ROUNDED CORNER O ENDS OF PANELS .2. END LIP W/ HEMMED EDGE. 0 "he HEADER O "U" HEADER (�)AN"IQ ANGLE WITH STUD 41 ANGLE WITH (N.T.S) REVERSE STUD T � SVARIEEE M. J 1/1N a 2/14 .7T1- F _ 0.11A' (YP. TOP LO°F r - . ,- M. .i 7a0- } ( i 360- E OF PANEL .Iril . I .1 •y- ,310• i I1. •. 1/N'1-7°. X. YPIS E 70 eSC' , .e10' } E 6 ,a ,/a °c r --3_11- - -' _�A _--11J�� i 625' t 1 t.e� -�- .0 1.e�1 �--.:I MECI.apTi.oe3 375M�i+ 11.343• RO87' IA00•'/Ie'. .590" !,, 3' HOLE roe i I .093' 'q, ,.DSTAIDLOEATON -.85,-- 'EVERY AT- J W PAND a AP ( .M.L_. )R - Yr. Des• - ,I pea- 7,oIa- �KEY HOLE WASHER 200 J-I,) _,053' © "F' TRACK ANGLE © 3/8' "F- TRACK ® FLAT PLATEED 0.036- (Min.) D91' WITH STUD GALVANUM STETS-` -- ,_..- _ f •3••r-� ,,"`i 11A'TIl 'N,� V. u' ,INc I ,}r' Fl `,ycENSF'• ✓A9 s 1 De3' _. . .31r 1 ti ATTWO ST ? t __. � - �- T } No. 44167 i J7e. i !, . 1 TN ; t 'A FLORIDA BUILDING CODE HI h Velocif Hurricane Zone BOTTOM AeJ,..I ,., PLArtD OND LNUT EDa a PANEL %4., STATE OF :w e7p9p norm, eAc 20 GAGE GALVANIZED STEEL STORM PANEL Der °, n, I L_.1YS- •-.TeiS' P ''T © KEY HOLE O1F. EOF13�.. --� `— -- o7rn/maP - z.Dao'-.. - ,. DETL:1 AT PANEL h,,s /p - \ GLOBAL PROTECTION PRODUCTS, LLC. Yn /N 4�N1111 ' NetrM1Slys)TREET /4- --_ TL Er © 1-X7-11 AIFPNATIKIY USE WING Nln W/OVt °` ANGLE MONOLITHIC WASHER e i � ,,,-: �,.,,.,N- r-TWO .,r, EIIbK. tpb.)%R-J61D. rA nS.RM-6r5, 20-T76 ALUMINUM pyyyW , 1"' ' ,/e•h]/]a' WA9H[R (STAIN'�t1E9IO'SA G g06710 vA-I TXINIONo HA. VITT M MCITIL PUnD MCI). E YAL/WRMTIYEJWTr ell A FAR Jr., PC tr-,a sa r a H _,H � PANFLWTE TFOALE ID. CONCRETE ANLIAOR5 AIEIWTT PLUS oR iA-* To (� SCHEDULE ON W 9UEDULF ON SHFLT a ! 9) SH0M., . THROUGH el R I i lrs'ICIMGEM"10 .El E.D. novelt,� 1 1 ,I II \ N 1 -._ EX6IINO POVR(D I I a ColOR I I 1 I ; - (1)CONCRETE BLOCK REQUIRED ; ' 1 1 I 1. - I ,__4 I 1 %-0JAi i arolM AT 1 1 6 y .A. A - _.� i ._ PAeL I0." i . - f,, m 'a "tlpY I L 1 , I I 11 FARING POURER L D � N CONCRETE OA Ill I E.o INC �t, ; EXISTING POURED CO.XFFMDR I CONCRETE DLOCK F CAUK ,N OR PAIELM,UE 1 _ _- PEOU.REO A FEMME O MID ANDAIATC CONCRM ANCHORS PULL o6 Of AR_OMP (SEE SCH[OAE ON (WE SCHEDULES ON SMELTS a MTIOIID,I .) %HIM a • N WAIL MOUNTING (p.m.) SECTIONS 5 & 8 SCALF 3/8-1- IN= DF rX 1C a NEW 1' WIDE . VARIES • 1/6' THCK ALUM. TUBE OR I' , 011- / PT. N90D E1�16NPATE SPACER :� I I / woWe /�QO NCW 1• f110[ . HARKS K 1/e' % I � I I ALLA. TUBE OR " . VALES i I. AINrT WOOD PLATE SPACER , I I I BIIW0 IRACK i PANELS(-L, dE I -A END CI.OSUIiES_-. UNa FOR IN P(%TA TIE BLOCK STRUCTURES yAIJD FOR RE(11AR. LIFE SAFEfY AND E—Z WING STORM PANEL SYSTEM /Ni-Alji 1. �"K�l: I'a'E"' I I-' Y.n.- _ ,/r ) I"' I1 ' A* (5) el <.- , 3 i __ O 1 �"o 1 4AM � . m I :�': 1 e <D T 1 I i.I N'.. �....-I - TWA,. Vol IAr �rt _ CASE A (PLAN) ©. m1r. Q J „..P, ._ U1T.�...-_ ___J-__ 0 SCAE 3/16.1- Unou,n �'-+- --T--., 1 8W CASE B (PLAN) 1 A _J i SCAT: 3/t6-,_ f "Fee• . tr 7 M• rmAo-n.�� ea% `H IP n m� _ µ• O�IeRMIW:. i . .- mW°..w°p`mI a. '°` ,:EA6c ' m A I O II'cre AR.e �m0I. - ' I.mKI...s — ' ti"M�)i i m K lJ TWn'" I a ,..N.A- MCA _ \1 • 1 n oc I / (,, pall® /-'' I 11 F/.' I I W.. FAo - �� // IOGIAm rr.m.= 1 ® V/.." --- C�SC49 3/Ul ) C E D (PLAN) L/s Sy,M♦ SCNE 3/I6-,' 1 ,� • 4' OG - N•wn w,n.,[ m,R �"-Luna =`..:1 s '. IT L BUILD OUT MOUNTING I _� Fo -, SECTION 7 M SCALE 3/6-I tIIENwG Font) •o. - • \ . & R . ® E,D, - EDGE DISTANCE j �" (SEE SCHEDULE ON 1 E a6 ; CASE F (PLAN) SHEETS B Ito 9) SCALE 3/16-" •_O NOTE FOR COMBINATION OF- SEC11S7N5' TOP A BOTTOM MOUNTINGS CAN BE O „ CD,O,E16 ,,,y1g6 E COMBINED IN ANY WAY TO SUIT ANY CASE E (P1,Ad1 FIT A (SEC SO4ID1AF ON i INSTALLATION. SCALI. .1/16-,' 51[ER a TINRpNH 6) 1 K 0Pn1. „ I 4,-1-L* .- 1Eq A:.T!Z(.."I ,: e IUSTINc POURED _ IeW. WeWe LomTN e l• � ••• E �rXIMpEt[ NrtI10Rf-�---I CONCAET[ OV MW IIWP lenR ro c fen wenlat 1 1(26 MITT. CONCRETE OEM ': FNME Oe .,WT'R THR A ^ • • •1 3 w.. mvuN+ED TMatW IeXRa 2 NO 44167 X111. SECTION X-X n Ft : SCALE 3/8-1- 1 ,O: 5 - T• DETAIL FOR SPACERS. -REQUIRED AT TOP OR 9 : TEO� �' BOTTOM TRACKS .AQ19C.ENT TO STUCCO/WOOD BANDS s�Fs / R♦ID •. ` "',1 IF1/11HLA FLORIDA BUILDING CODE (High V.Ioc"y Hurricane Zone °J010 NIEC0 "< 20 GAGE GALVANIZED STEEL STORY PANEL IXM.N e, `_ - _ IL ECOu GLOBAL PROTECTION PRODUCTS, LLC. 9'/Mn°E• Yn: • ,�', Till I13THH,r m. N600 S r. a, S e.l� YIN[. R. - PA .. r. ... A,4, IAma.,R anm Ta ,1-. IrYI A rll.l 4N_Iml - rIIo1I: t•eNNeo-,sAs rA, Toe -eJ9J 20-176 pawl rw AE/DAn G-IW00a,9 E. - rALTOF J nun ,".!" -N a - - _'-'-'- T e- _ -_fT-_ - - WREN I d Ee PROIDUCIANALVATION d1RT NO-20-0727 O2 2 2A2r.TEST REPORT'S: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709-8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11/02 witnessed by William R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25. 2009. signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KM-1318, dated December 1. 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAI.,_F-filIGINEERING_CAUG-ILA.TIONS: 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, I Tic., dated 1211 Bf10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tllllt, Jr., P.F. I MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Flondsa Building Code, as per SSTD 12-99 Standard and TAS 201. 4LWIND LOADS RESISTANCE; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verlfled for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ``1;�A�A, T�Z411'�,, - s�P�''�yCENSF'' ��''r `�•-44167 '7d9 #� * :*�, E - _ - "s *, STATE OF .- - L 0,-- '70RiO' ••'�`� -' ,,r,,,,,, ST .... tt�.0 , "N 3' MAX - I* Met -- D.M.y.I//0;). (�).®+Q� D.M..®.®'0'+QLeI ®+©'®N®•©°F 3.". I• M, PRODUCT EVAr VA1'1QN_REPORT NO, 20-0727-02 1 5 INSTALLATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thou 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6, MATERIAL CHARACTERISSTLC_S 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 1 B, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7, LIMITATION$AN_iP__CONDMQA5 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 by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined cn 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 Tifteco, Inc. (Florida CA-0006719). Ad "01V IA n Tl hrMF"i '0,iIl ti.., . Tke/r,,, r- ddT67 WATILL PD:UTILTECOADMONRFCORDB1P,E.REPORT.20+GL 04j�4NPJ77ffC5,V�OE 0 STEEL PANEL ➢1 RORN2072d•. OD 44.AALVAN12E0.p�,�esNa� s/O.E�''4nMUIll1100N, 1/4. 2/4. 3/4. 4/4, 5/5, 7/5. *till 2il 31l 4W / 10, 6/5 SW/10, 6W/11 $ 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 O e 3' YAM -_-_--- FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 '�--� I- Mi D i o III _I__T___t-_T__-1.__r__.1.__r-__1._T__ _ 1_-_7__T__T__I_ _,'_'___T__T_ EO -' 9 ill, I 6 iC BOLTED PANELS W/ 1/441 •_ _ _. i ` S /"' M.S. BOLT W/ 7/8• K 3/32• r ... LAP �ESECTRNS AS NAPPLICABIF) �4, — r I I I L I I EI � !! I il I -01---f / •---' a 1 1 _I . O , --- _ i_O _- 1- -' _. __ - - _- _.._ __ _.-1. 1 1/4, 2/4. 3/4. 4/4, 5/5, 7/5, - } MAX - 1W/10, 2W/10, 3W/10, 4W/10, 6 5MH. 5W/10, 6W/11 a 7W/11 ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 A 9 FOR WOOD SIT SECTIONS ON SHEETS 10 A 11 R.hCULAR STORM PANELS_J)& -64 ELEVATION N.T.S 2.47• (Wk DNQ6/P .1 TIN= l000l — -_ 1/4- 1 MAX. GAP -(�� A �J 1/1' MP. TAP �- f/ - __UNO iNLR A, -./ .. i0, i �`� EN '•'fl '' FLORIDA BUILDING CODE (High Velocity Hurricane Zon No 44167 om7o nrt<c' We 20 GAGE GALVANIZED STEEL STORM PANEL �rP, N _ : or _. _A * AiE ... \ GLOBAL PROTECTION PRODUCTS. U.C. ° a' = ti' w- %TIE E�T C O INS �'q0`'• OPT`., �� MA:Imm-Ar'"VE"i° a~ , - tA.rc n �t'1� 20-176 N FSS .......N-. I-,.-,m r-�". OW AH_I l IIMe-,5N1. rAv (WHer en, ., o00.,,4 DAYWN N. pp W(W:A111A/aAW ""Ill 111I,,, 1ATN -,. A 'LLIT A.;'I _ - J A 1 67 IN-TALLATION DETAILS FOR REGULAR PANELSCt & UA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _ AHp1oRk FOR CONCRETE SEE a01[OUt ON SHEET 6 Fdl 6g00 At YCrgNa ON 9HFET tl - RED CONCRETE CONCBE7C BLOCK f'gl1R[D CONCRET OR CONCRETE BLOT POURED COrxmm OR CONCRETE ROL3L 3' YOK: IIIW,RED -' isEt 3GHETKII REQUIRED LXRGRETE ANCHORS REOU-PED _ AW010R6 _ IS• Ile. teY I I•_IWt. (ITT( DI)tlt// -I Ill WILEl+1 M� � ,• Me. sHRT 9) (SEE 6CNCWLE aN sHrET N tCKOLRE dl _ DA 117 . - 1 1 ,_--I 1,- ; I ' i , -- C_ , ,E_ - - -I I_ 1 I 1 - ; I , I I I 1 1 ,, 1 ; I 1 I 1 I E __LL `.. `f '\ I I i 1 1 I SOII I I 11 1 I rX l• uAX1. m I I (3 t I ' T I� \ I ` 1 111.40.1 I 1 I I , W/ I I I I ! I_ I 1 �/Srye4D � 1 WII19 MRS/OS:�I ; � 9 I• 1 Fe. t�RYBer ' I"-(NPt mAe - ` m I I euN A I I S 1- 1 , IR,.Wr p E- FN w , T OIOAN. I , 1 1 ':. i 1 1 1 I 1 „A A W fleli O I E 1 1- RW I exNr N : 1 R Ii I W �A �6 . I i l 1 .. L 1 1 J 9I 1Box F � ;a7i/e Wi4n r/ -. -1aVIRLAP, ~YIIT sal -i �'-� I ~ ilye-al - _i- I ZZ I)/ry yet` L� I !URN E O 401 ; - ---- - I i616RM v 1_ N js �oL�TS R/ } ML: -.� )/,- 1�yF ; H1lf UOR � ' .. 6 • 1 f Li. ...rI ,. .-.--. 1 �. I-r I - I _T I W ; ; i I I ' 1 .ww •• t --- ' IIIVV, t___ I I I 1 I , I L - 111 1 I— i r G i- ll I 5os sea Ir-" IA°o i �'Ae�-EI I I Of t' I A�-1 50x 3' uo. D.Y..®yl® M91�A7 L*t v. i4 win Will • YM 1 ( t, or -1, T /.. ,/. : I f �1 MAX N,r 0( t- 77777 r // MAX '' M- --HORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ FOR I I -( v WOOD SEE SECTIONS ON SHEET 12 , iroiimw [ Kr p emp I E I [. REGULAR SI02 PANELS A� & a ELEVATION EYtF sF1n • 12 '� Oc i � �{ SGKE 1/J2'.t --E�- M _ I 1 '.. ; I/a• MAX. GAP : tU.4. ® ' 1 /4'•-20,3/4' S.S. BOLT Vi/ 7/8•KS/37. ONO NO I - I 1 (YIN av _ I %I WILY) 4 - - _ A- _ _. =, O 12 1/2. CC CO.Clom ANGIIal1e 1 _ .. p NC SCHNIS SULE e/ CONVIE It ANCHORS f5C[ SCHEDULE OW .EUse ldKD1AE aN I/{• ,�,� 111000.NNN___ SNCR 9) �.r %?UDcitim OFF / StW (STIR SCHEDULE ON SMAET 9) S., .) OOH�KOE°1[1 mw OR Cowell Ce NDOT oP POURED COORnf OR ero'em SECTION A -A fTYD.) SCALE 3/32•-1 wal"F ED WING DIRECI_MS I1t1G Q�A LLAWALLION 1l��N sSULf SECTION 9S 4 14 3/8-1- SCALE 3/5-1- "CtT IWAAiI AN,,,, AN0 EA (A. TI(l/r'"",, 3�y�'`�GENS ' _�9 y FLORIDA BUILDING CODE (High VelocityHurricane Zone NOTE FOR COMBINATION crrrxNlc. : NO 44167 __ g0101�D' "6' 20 GAGE GALVANIZED STEEL STORM PANEL IXAAN BY E.D. - EDGE DISTANCE (SEE SCHEDULE ON 9 TOP k BOTTOM MOUNTINGS CAN BE COMBINED ,N ANY WAY TO SUn ANYIFE _- '* 5 TE 0"'. 20 ! - y . '�/Neon �� GLOBAL PROTECTION PRODUCTS, LLC. IL E C O INC. \ sr 51 sIWETT•INSTALLATION 01 �,'0SHEET R' r ''' 0,C'•., 'I' F__ CUTIM0 A CNNt.MM.F11 `H 'n_W,♦ ••�1P ,�RKUT Ff C3 r- SS ,'�'"I/„1('1A- K a Y . rr N A& r nHONE m.Nm-75Ae. IAA Tu.)Ew-9r9J n..FmN.I'_,- r-.po F,1-IAA' 20-176 -LV� �WN'1W /9�41p�ruR -- 11...... N�K.d1Mm we eAILpGA"A.. P,E WA ,�-,N _ `-_ ,T 1 _ As 1NIEET 1 P M -4--• W N U) M QD U � L_ C _0 O (3.) = 0_ ca-00- 0) _11— - U a) _+-_ (/) (1)— -L— ill N :D -0 M U O f6 _-0 ii finn`` t- O L_ Q = L O W ?� O O LL_ IM li E O > Q C CU M Q _0 _c C0 Q Q Z Z W .J 1.1.9 i_''Z W � v � a a L . . 1 � (Z Y C: -I- N W ( . ()_ 1 (n E ` Q i _ -3 J S �; ( • n) L Wa (� -) O .>CI � n'. .(�^'J`) W CID IM 0 " Q_ • 1--� Z3 0 " () co SHEET NO. SH 1.0, We. i t.Q1{ I.,r4 WALL AND FLOOR MOUNTING INSTALLATION FOR _ SPLIT PANELS It W l u,N„ awn ,• p_�xJ a WA, lt.rw'" TYON, IS. 1• c qlll-l 1�'R06 IK1 We'/2" Mw.91M toNE.O a1,AlEi 1 4 - 1- �j •- sr Sii a LAI 6E as SN00 MULLION SCHEDULE WA. MULLION atoll In.) • EWMED Ik,. TVE WULUDM •• 4 4•-r 2" % 3' % 1/e` > 4'-S' m r-S• 2• % 4- , 1/6' 1. r-W TO S'-to' r . 6• , 1/r. % 4' 4' > r-10• m 6'-0• r . 6• . 1/0' ' WIRlaI1A0R H♦O Ao�''ce f•, -72.0�...""ARLSK SAT" .�j'TNNI , IWpLLEL 10 T�Y 11N0M. OleOliO SCALE 3/0-1• " pptt 'wTTCNA'!O Tiw'IT ar iDWroAT TOP OR wSMIN OTTW or nww. (SAL MANILA oK/alA W/ TOSS m► A BOTTOM) INSTALLATION - ALTEBNAIM 1 W WALL 1/4- . /• WALLYQiIlQltlO WSYLLLAT(ON - LLTEINIAi1VF 2W 9nLt In• . P JIM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +56.5. -72.0 p.I.f. AND PANEL'S LENGTH UP TO 6'-6•. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMKRS TO fJE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP A BOTTOM MOUNTINGS CAN BE COMOWD IN ANY WAY TO SUIT ANY O44TALLATION. Nr- w~Ta0 rrxl.. "'"N ooAEn Moats as awe w i ,q�w wMa wK�yal�o�r./ ,r1.1.��- O Na. WAS El - + i �.7 ��\ �i , SPLR STORY PANF1iLEYATM SECTION Y-Y A �, �e TICKLE T/Y-1• •.yRrw,aWq scAE + +' (SBB)Is ItnDs YOILNTIIID WALL A n.= 11OUNim IYSTAILAT)OM - 1LTEIIM►TM AW ;1ST a kiIONS - TdNA LDIN (SECRON AT TOP IS UM(= TO +56.6-67.0 MAIL SOME: 1/4' . 1• A.S.D. OEM PRESSURE RATING) SO"' 1/4• . 1' 4Y .oe i 6 e-a ISrRat a MNr Au.NM - - IMSTLLLAT(OM - S[CEION AYW SOAO 1/�' . 1• FLORIDA BURRING CODE (Nloh Veloplr NurrIcone L CONORM #Io aE (ea wm"o'�"wEr U� co com AN OM ino ON MR emmm =N, ■E faewE a wm ,h (raR 000 ERR SE aaT,ON an son to I. ! 1W/TS -_� POW" J 1 r. /4 2/4. W4. 3/4 OR 4/4 1. 2 t ,W/15 a, W.. ) -I Sac. aNaES MW Dow TE Ea.® I I F47 \ I I sonott fil T� Ti TT Ff T 1.7rrova Irgt 1.`aaQPM r• I�W nR I 0,10 F+ARW tpnopA tRNEwR W,IEU (p6aNA too MRw 1111 TR 1/ai�KMa/R M. �''i=�C'C'[T(CE: 1 - - - NTT- - W ON PA ELS) 'Op aNY ETALS 1/1. .3 FRI xm CONCRETE an CaRoarn MUM W" ROMAW /4 2/4. 2R1/4. 3/4 a 4/4 � i. 2 1W/15 11 Z! A1TFa/15 Loring -J ON LIFE SAFLT• PANEL L_ AEA WINO LIE SAPIM PANELS Of NONE 1E101h •- ( - - - mNCRCIS AMp011s .__ _... _ __. .. _ L.. YIEC" PANELS W/ 00 ---------` SAFETY" PAAIFL'�� W/O RERAAR TRACKS . (xE NOTE , 6E10w') , LPL tt SEOIWNTOw1EM�I"ROPACNNo 11u "tE �Y 14) ' pw lm Galaol-/ yOMp % FLU, OPTION IAdREA[ ME6KWtON'Q MII[I lecoew C NC RIVE MANORS MU �-[A aKRT 1.) WALL ACID MOOR YOUNTINO INSTALLATION - SECTION 1 SCALE /s' - r -SECTION 2 SCAM: 3/4' - 1• Nt7IEf ON LIFE SAF[M1 STORY PANEL Sra7EY N$IALri10N 1. LIFE SPEW STORM PANEL CAN E LOCATED AS AM END PANEL (FIRST OR LAST PANEL) ON A4 AN INIENIOR PANEL (AW PANEL LOCATION N 9EIWEEN END PANELS). LIFE SAFETY PANELS MAY OR ICY NOT E NSTALLM AD6ICEW TO REGULAR PANELS (W/ OR W/o REEAA4R TRACKS.) 2. LEY SAFER PANEL CONSISTS OF 0.030' GALVANISED STEEL STORY PANEL AS PER CDNPONENT SKEET 2 Or ORAWM. THIS ►AIIEL IflElf 10 E REMOVED OR vRTALID PRAY THE INSN[ R STRUCTURE. .1. LIFE SAFETY ROOURES TOP TRACK TO E CORFVW k WrrOM TRACK TO E AS PER 41EET 2 Of R C(,0• MOUNTED . OR FLOOR FOLLOWING SUCTIONS t k CORNONMT E RISTALIED WAtl OR rL2 OR � ' . AS HELL AS OE7AAS 1 k 2 ON SKEET 14. 2 oN THIS HM1 `,x,:•• 4. Min. LMNO " F: CONPONOR ®®B 1S'. 5 : W Yoe. ANCHOR SPACNN FOR CdMC ®ANCNOWNGE AT WrOY IS OMEN ON SCHEDULES Lk 2. SHEET 14. *:• COMPONENT ® MAY E PERMANENT A REPO I SUE. q, }1 A SEE DETAILS FOR INSTALLATION KID WOOD FRAME 6ULDN" ON SNEER IS. A 'tS.yO� •. SEE SHEET 4 FOR OETAL APPLMABLE TD THE TECESSITI' FOR THE INSTALLATION OF SPACERS AT TRACKS 114SMI M "CW AND BEYOND TO SPUC00/M1000 BANGS. 1 2' 'i • �i O O a HurYlcome MAXIMUM A.S.D.DESIGN P_ ESR SURE RATiNG�(R...f.) AND CORRESPONDING MAXIMUM PANEL LENGTH *0 SCHEDULE (WKA ONLY FOR ! BETAlA1MW A6 POI SECnM , THIN to ON S1IE13 4.5 kof WINDOW MAXIMUM A.S.D. • SOLTm S/ 1/4Y-,a,• at ME A twoo AT aEI4v a NNIAMONI n Nrla DESIGN PRESSUK RATING a f) AND CORRESPONOM MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n k dl INSTALLATIONS INTO EXI•SM} CONCRETE At CONCRETE BLOCK STRUCTURES (MCA GRAY ►a1 was(j)I k O A6 F,TR Know I "M 7. ON t9N3nS 4 k e)KCMW $P: ''vCENSF ' • FLORIDA BUILDEO COOS H(h Velocitycans Zone ow wpoig AID. 4167 •: Mew ILTOOo Na 20 OAOE OALYAMM STEEL STORK PANEL• r+ * *. awN, Ere AL PROYEC NI/NN �y LW• aT/7a/apia '" 4m to, pAW. TL eat• A,trSAN S p 4y'!Q •L ra N r aew r A A+atC UTAMIr1sa. rMc (N•710-0.1 20-176 d-aoONH •� •• nvwm NK Y sk/sownAE/MTE A TELIT Y.. pt 4' 4 alar R of • ASA (E[ 9EctHors)'�M � �" G,iNISBN +sate -Ito r-s• A tLSS 2 +N' 1UN6wTED T TIIYI a r 7 +a6i, ate >r-a• ro r-s• r... 2 an' uewlm , T,wU a a 7 +aaO, -T2i >r-r A 1I'-7' ra ] 1/r • •� a .Lai, -•ao Ir-4• w Iafa a ,/2• AT,7k1•JPSI••1 L a • ,o IIUe1RM A3.0. oEaar SLIM IIIIYN AIICIOSS IMC1,o Poll Fa. • 7 ,/r - / i NN I►OOIaMwigN Y4AMRN rWn INNS i` (0.) TAooN n TAP-aRlr LaIK-N rAr1DNw[ AURrE o pANaRru 14AA A OONCREI[ CORIICENI[ A OONCAEt[ a0R1101�r1[ ro Ca11Lt1ETE LORMG�tR A OOIIOIER Rl1CM A CON•LIEII O��[ r M/A N/A N/A r M/A •• RA •' � , (TaP7 a• a• ryA N/A r r r r r r , (BOTIOY) P N/A N/A N/A r N/A I' N/A I' WA x (A•') e• N/A N/4 N/A r N/A a' WA 6' N/A 7 faOTiW) 4a6L -710 r N/A N/A N/A r N/A r N/A r N/A 7 • { (A►) r-r A LASS A lea ,yA a• r r •' •• •' a LBOTTOY) a• WA r/A WA r N/A •' N/A I' N/A T �) a' a• rye N/A e• I' r r a• a• { r T 160TTOU N/A N/A 14 1/2• • VP ,2 ,n• a t/•• a ,/�• S ,/4' a ,/.• a W a RC'/BOTAHt) 6E wets ,oat, MR MOON AAatASS T'IR • lPAC4N NOR wewutnrM ,Oo SOCO FWIIE 61AO1IL rIARN AIR7101 arAGRHea AND HSIwRN SSE GISMNCE AA[ Ie1GTED a M A060RL PoII EA Goa I,WN aYOATID pl S,SwDa[ RSSIIOE N1011A IIA/i10 N MATRYNG MICIIa w1GSH M SCIImIM1E h 11[ ml1AWA FACIOIR loll T10 a/fINT10M W E POSSISLL RLOIICED A,IOeIa OSTMI® 11allp FACTOR AIYt HMK i 1J9a 114w HAIMN 1pAORM RA1IATm PoR YAaN ANCHOR TTPa AT AM,gIIS U90+0. NSS■ T,wa t�{Y tNpooi I�41 or TR,-O/w 1 4Y , •1 InY ,/.Y 1reA-A�� aaEr 1K ratr w.MM a , , , , ,n , Rr44„I o.w ew eu , , ,q , ,Aa UISSIL Y RS>Aw r iA10 +m UP •RFa1I M m 1. INSTALLATIONS ARE ONLY VALID FOR BULDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 B'-r 2. FOR NEW WOOD FRAME CONSTRUCTION: WOW MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL M MOLHnN GS CAN tE ANY WAY TO SUIT ANY SIM a EVERY OVERLAP O.C.) 10 Fq(D PANEL INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES � I a AE �1A '' '• lx` yrya 1 �•� M'wewIM .00 ,11 ' Cal_ I l , EQ 1 I 44,ao rrAat 1 REaARo I - i 1 �� rpOOR6N 'I '°°I I tl E ALTERNATNE 1 W ALTERNAAW 2Nf STALE 3/8.I• BC/M.E J/B-IT EE aR w1Er • 1 R WNL r- FOR Two ' r I . i i EQI`-- ,, { I 1 a / LD EO / 1 . 11/.Y uS ICED • .' R 'PRATE SW ALTMAME 4W r.. it :'ReNw n° Mai'ALTEMATM ,�� { {I�WIL SCALE 3/6.1• SMWrTW TRACKS NOR MOM MR JULE J/hl' CLARTY N 1 ) a 1 1:1 q11• SR10I oelF1LA O. C. 31W 0, (CIE I) 3' W. (CAE h ATEFwArz .. INaRINAEE w A NUR 8 MULLC firm- 02 rOW L r. - �aPl aNG 'wSMpN ,'_r Min. DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPL�BLE TO SCHEDULE 2) SCALE: 3/1r - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING ■ f) AND CORRESPONDING MAXIMUM PANED. LENGTH "L" SCHEDULE r�ARN,e'.dr OILY m a�nN.� e 1 ,k,2 ,w Trn PORE rP arm, aTORY PANE, SY4EA ON SHM 131. WAR" AS& pRESa m wpm a W-i to CIC�1 RMUSIX FOINE O Nainim no APPLICABLE TO �t E6 a ECOI fpM NANYIA PAID UNM t• 00 TO CANT tT[am TOOK m CONCRETE To 10 TE ro 55.0, -7t0 6' N/A N/A N/A e' N/A r N/A S' N/A 1 k 2 (TOP) 5'-0. OR LESS 9• 7' 9' 9• 9' 9" 9- 6' 6• 9• 1 (BOTTOM) 6' N/A N/A N/A 6' N/A S' N/A 6' N/A 1 k 2 (TOP) 9• S' 9' 6• 9' 7 1/2' 9' +55.0 -724 S N/A N/A N/A e• N/A r N/A B• N/A 1 k 2 (iO►) T-6' TO 6'-6' /• 4• a• a- B' 8' 6' e' 6• 6' 1 (BOTTOM) AS& mtownOF 1 I ISMS WIN, MW W► n W4 OU N (aM • r k% "M to n OW4 SECT10N8 � k TO MAXOAIM PANE LtN61H Y' (RJ - rrlEM 449.2 -61.6 3• 3" 4 1/2* 1 4 1/2" 2 (aGMM) r-6. OR LESS +524 -66.0 3• 3- 4' 4• 2 (BOTMM) r-r OR LESS +56.0 -72A 2 7/2' 2 1/2` 4• 3 1/2• 2 (BORON) r-6" OR LESS +55.0 -72.0 2 1/2• 2 1/2' N/A W/A 2 (BDTTDM) 7'-6" TO 6'-O' +36.0 -72.0 N/A N/A 3' J' 2 (BOTTOM 7'-6' TO 6•-6' r,Nar AEA am pAOM�1won I,,. WQ ,MOM • (af '�'I� RA .NA. _Ms r-r . ,/r NAillat 1E STILT 16 FOR MOW= ME a SPACING FOR IOOUAORR Nm =0 FAME SLAU SA. U MRF ANCHOR VACRM AM U MIW mE OET/NCE AIE No om on 11N SOISSLIL FOR EA LESS 7"Aw powo OR 1 omu amuca ANCHOR SPECKS 6Y ALTwWNO T1NCM0 •NSA ON aClM Sr 1K ICU fA OE =PENMAN ro E POSSRL FACTO SMALL mam no L M &MONO Uraw'aCA SMALL NOT E l[SS LIMN INNIIIIN lMCSIO aAtaafo /OR tKM AK/p TrP[ K ,.KRNOO LEaon. Tim t/4i - ,/r. 1/4Y 1 O. t/r. - n vp.4 p - 1Aow1 YA Matp omm, 00 , a a 3 I, ,p •4weRARat OA) a a a a , rAR� LMR, 04J , I a ,/, , 1/1 4 Susix. m �ese ISSp a ,a - �__-_1• _ -_ Im m ,1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n A Q INSTAUATIONS INTO EXISTING, CONCRETE A CONCRETE BLOCK STRUCTURES (VA D ONLY FOR PANELsMa isSETAUA7ON6 AB PEN SECTIONS 1 rmw 10. ON SHEETS 4. a k M NOUN" IYINIAN AelpNM 9M M FOR 6.0.. 3 1/r AYO. OtlMN PIEOIRIL M1Rq (F-0 TMC01/ n TN -OIL CM.N-M N/ID,NIE MAMA 10 M661N7[ PLUS law Ef to ERIGNA 6 • ANr OOLmum" or TINT ININNRN NWQ WI M 'L• (E) TO CONCRAR' ro OONHCR[t[ WOCN A COWCRETE TO CONCRETE .LOCK m CONCRETE m oataETE ROCK TC CONCRETE ro COgCROE MIOa1 ro CONCRETE T6 CONCRETE ELM ro a Cnm 70 COIrJRT[ ■OAK 6• N/A N/A N/A S' N/A 6' N/A r N/A N/A N/A 1 (TOP) 6' 4` N/A N/A 6' e• 6' 6• e' r N/A N/A 1 (BORON) 6' N/A N/A N/A 6• N/A 6• N/A 6' N/A N/A N/A 2 (TOP) 6• N/A N/A N/A 6' N/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) 55-% -720 6' N/A N/A N/A 6' N/A 6• N/A 6' N/A N/A N/A 3 k 4 (HOP) >7-a' TO W-r OR LESS 6' r N/A N/A a' 6' 6' 6• e' 6• N/A N/A 3 (BOTTOM) 6` N/A N/A N/A a• N/A 61 N/A 6' N/A N/A N/A 7 (TOP) 6• 4• N/A N/A 6• 6' 9• 6` 6• 6• N/A N/A 4 k 7 MOTTOM) N/A N/A 12 1/2' 6 1/4" 12 1/2- 6 1/4• 6 1/4' 6 1/4• 6 1/4" a 1/4' N/A N/A 5 (TOP/BOTTOM) 60A, -W.3 N/A N/A 12 1/2' 6 1/4' 12 1/2' 6 1/A' 6 1/4" 6 1/4• 6 ln' 6 1/4• N/A N/A 6 (TOP/BORpI) -r TO 11'-Z' 05A, -72.0 N/A N/A 6 1/4• N/A 6 1/4` N/A 6 1/4' 6 1/4' 0 1/4' 6 1/4' N/A N/A a (TOP/BOTTOM) '-6• TO il'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4" 6 1/4' 6 1/4• 6 1/4' a, 9. 10 (TOP) 43.A -•4e.0 6' 4• N/A N/A N/A N/A N/A N/A 6` 6' 6 1//• 6 1/4` a (BOTTOM) �■ a' 4" N/A N/A N/A N/A N/A N/A 6• 6 6 1/4• - 6 1/4• 9 (W"OM) 12'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/- 6 1/4' 6 1/4' 10 (;-REAM) tE "ITS 10. 11 AM IS MR ANCHORS IYK • WRONG FOR WITAILAIANS PRO WOOD FR,aE BYIOSIO. MPWAJM ANCHOR PACNU AN IMMIIM WOE OATANCI AN 6OCAMW ON 710 SCHEDULE. FOR LO, LESS TWA NO WDO ON 9C IOUIE CONICS ANCHOR SPACING IT WITPLYoO SMCIIG SHOWN ON SCHOME 6Y THE AOUDOW FACIAL FOR THIN OPrk4TON m E P0OKL RmUCW arACIA 06TAMW LING FACTOR SMALL NOT E LASS TNW MINIMUM SPIACNO IWATm FOR EACH ANCHOR WK AT M04CM LEGEND. AVOW "PE 1/4. on" ,/4•. or M-w 1/41 1/4-. I/rr N,Mf-M _ 1/4% a0O-EI 0, AneS WNW PU a a a a 2 ,A a ••.at.w,RM o- e. rW a a a 3 a , 1/* allow o.IR1" e,w 6J a , ] t/a 3 1/1 4 3 1/I Aqua m 9L91SEq r A e T o R UK r tip Im - IAA A,I - ,m - Im Im INSTALLATION DETAILS FOR REGULAR PANELSCD & (Q INTO EXISTING `- rI WOOD STRUCTURES _ NE PLUS �tEKSI4G uUr m1�1E1 01NE6 T4W0ao NeAOER ` W / awl. ,Atop . I i% aw am I fa SC1ER" SANS N10N ' roMAr__ /AY-2E1 s,6,. A - - m� M_. PANEL LEMONto1 P (3R NOTE 1) InY-f.n•(.a_ A.__.. ' ..... (SEE A= 1) I , OF I OF .� WAS ; ' MAX rn I 1SSYN MR 1AISIOI 4KMKD °- It4-,0 MNELwTE PLAINS rW WOOD �' --TEST s'OA.■ , 7/r � I TON w 1'V4'S LAO SCREWS • MO waFM OF HL^ 11ATE - D.C. LTAOEED w/ I • � � l I' I n`;._ AT MO MIAN OF PLATE aDYE a I SOYI 7/MI I�iSI 1. INSTALLATIONS FOR ALTERNATNES BIN, 9IF k ROW ONLY VALID FOR NIA. TI(�/ BUILDINGS WITH A,S.D. OEM LOADS UP TO +43.6. -46.0 p.p.f. AND 'Q PANEL'S LENGTH UP TO 12•-4'V; C CEN T L FOR NEW TLO WOOD FRAME CONSTRIKN: WOOD MEMINERS TO E SOUTHERN PINE N0. 2. W/ SPWF DENSITY OF 0.55 OR EOLIAL- ' J •''•. N07F Ft3R NXIYB6A710N DF a,•rtRY.N. NO• 41 ?* *'• TOP k BOTTOM TOS CAN ■ COMBINED IN ANY Y WAY WAY TO SURE ANY •y •;�'• � �,.. INSTALIATTOH. %i Ow••. FL WD ..•' _�j „/i4-10 NYELW/E RLS s 6 1 4. O.C. w/ 1 7/6• wamN troa�IHEA a To ._Jpl6 lFll 6 Pram• Qt1 mug 94W I F01N wr 30MIT4N A GLAL 1 /�Y-TO1'S,6 M... PANEL LERIim (SEE NOTE 1) n- i , W. ASIA w/ atSSp WI • ' I/4-. LA; WK i B- D.C. w 1 1/2- 2Rw01UWOOD j IIPENETRATION A? i III UNKNOWN OF PLATE , I I UWALLATION !CALF 3/0, N N Cn N N U 2CL C O O CU C I- Cu "a .� U � to � Ca-Cu 0 O U_ O .� CIOOCU L W 2 F- U) Q h` 0 C3 cC7 `'LLC_ v o `. r V O C.) N �y W W. Q N C) •ill N � l� 3 > .._ �l I- 4' L 4 1 INSTALLATION DETAILS 1/4 p TAG faRWe . r &C. R/ !- I N Yn.;F: PD rot 9Goo ,SPIRE FOR OPTION 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM Eo I I � /i^ ) I _ _ V I 1 EDi �►oo r�AGat Cu { ALTERNATIVE 1 ALTERNATIVE 2 E�TRO�iN OR CHUM1 SWEET AfOYiOWAISSOI+ i r to EO ' W OR _ Ep RLTAASm R f I I om KOW �ti �. ;II Cu Q_ I? s a• ALTERNATIVE 3 ALTERNATIVE 4 U { r"M 1 I 1 y{Iqq �Yn4JES�POETM/ON A / ' 1/r ■ III l' ,/4.0-low IONA SASS MUM , O w/ 1/4Y-=Ar r r 0 ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR LOCATIONS Cu a 1/4Y-20 RRnAATE ro.AE e A CL M PAEAp11E P" • r OL R/ 1 1/r W, TMEAOEO POenM1ON A Ope1N0 WOOD PLATE e0M8 a/r - 1• IIt M W WALL MOUNTING INSTALLATION ALTERNATIVE i WLLI $WJ M TAWS NOT N,o1RN FORE CM" EP p' T�/T •''•• look Wr - 1' 3:' J�' ` • �' Ng0,0 ntNm, Ia iIARIDA BWLDIIM CODE MI Voloo No no Zone) )= * _ 20 CAGE GALVANIZED STEEL STORK PANEL � e . Z 1. INSTALLATIONS ARE GIAr COLA FOR MUNN= IS 0. OESAN LMOa NIP m 46a.f. -7xi rA APD FAns toarN v m r-al`a' ST �''• Ft RIO O,(E,S•' I LI E C O PROTECTION mfaNX LW. sww ,w •'/WIL � t rA NEW WOOD NrWWAT,E OONBTa11CTOM W000 M0N6pa ro E sRrt,1BN PIE Ns. L w/ fKCrC GE1ARr a Ox A ERML / S( A1•/,y�[K/�K/ SEC. Z. am LW at OMI. AL sal,• TEND Ns•)0e-Tate rMh tE•NM-f!•7 20-17I Z ANNNI II • N,0-Sat .'WR.".'OOp�O1-,W onaNA Nr PE. SSa/wwYGUE/aRC GA o000It• ►L M MART n s a -L ll SHEET NO. SH 1.1� -------- Ir MAX. EA/17. Wn, wa. spy. 49/17. 51/la 3• MAX SWIM 7AwHa . EAw/2D tw/1•, 7w/19 a NW/0t • wtu fo o L �wiAt L�"we 1 -1 I I I j I iiI 7 �' I II7 •�Ip, 6• I I '1 Awn e5nar D5Wa1 _i r wAX. 6AI17, W17. W1a --••W rt I1w • AM ANH6 )�Y17. Q/17, sna 3• IWU • YN. 6Aw/M. 7Aa/ta a aeF/aD atw/ta 7MF/ta a rIFiAD 1' IYN --- -ANCHORS (SEE SECTIONS ON 311EM 17. 18. ,t A 20)-_--_--._ _.._ .._ ..._ _._.. OPTION #2 FOR LIFE SAFETY STORM PANEL(I ELEVATION SCALE 3/Ir-I• 1/r wX w �� T•7:L01 MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL (P-S-0 (SEE SECTIONS) TO GLASS CONDITIONRATING +55.0, -72.0 81-8' 2 3/4' UNBOLTED •. ►� . •' I•. a�OwLei AI'• 1 IZ ,l•.• 1 -i 9.11 fit 1• LE PANEL IiNOTI I i - -' N1IMCOM j � _ , 4v t71PtOl • r ac. , 4b TArYDN . r aC. , 4Y tMoaW • r aC - + .-• tAPCON • r ac. � / --� 1 ,�1p11WT WA ; i1 --� 1 , w� WD / , .. �, ' , wAT w0 / / 1 -1 I ..�, - , , • INN ,11NAOED NEW/ H(ARR 1 HEADER1 \ / HEADER AT MOOD �i /\ ,/2• 1 1 4- %`\ 1/2• J +/4- '� + 1/4. 1/Y 1/4• / ' ;2,A� �. _ 1 ��\ r11a.- 1 i � iy`,1 T.Ik•�--� �� !Y1 � 77 .. _ C 1 G ' rti IOYRAIaM : GLASS Rro arw ; ' MN. GLASS PANEL 1D01PAIL lD1DM .(aTOR E EHeaDmAWaetA [ 1 q ' (SE[ wolf -. _. BAN_ MN. (BILE NOR t InOW) 1• MN. tDatUPANEL LLNffIH mam" OtiM1O plORRWWN I 1 eaDlO -_ 1 NlDWO m CLASS goomw ! f wOR N1AIq ..... _ ' A6s Neil It i I r 5 ; a Rat /. NEW f _ _ -j MiMD I Ieo C. I/1 -. ... L _ I IPOIEWAT10M AT • IMQA N OF PONE Ir l -0 - II OOao1rt. cart. 7/e'A 3/B1 AALD wur yN 4iiio rlll�ir w/ JT "NO NUT , • W" ` ,I �,IHOH • 12 l/r 0& l 1 A WR (NYaD) ,//4•• wem • r D.C. I II ,ffs �POOw 0 r O.C. � I I i'..f. � 1 �111/TA2P'C� q O muaass" W/ BnID) ' { - _..1STAOOENO I/ VW) 1 ' 1 1rSN A MOA M i A , , HIN nRAom y. I' A 1 , •RANT II ✓1 1 I I i fF PINK „DHI AT MgWDn,� - l 7TT'' a PLATE O PLATE WOOo Putt IpOp PLATE __-.___.Y•34 A000 MT[ ,.__--___�}�MOOO PUT[ REO� ISWDD MWIM� num SCALE 3/e•.1• WALE 3/3'-1• SLUE 3/8•-t• WALE 3/5'-1" T) E� ',•`CEN'Sf FLORIDA BUILDINXQ CODE MI h Velocity Murrloan 1. N6TALIATIas AN ONLY MIND TOE NADNOI MIN A.S.D. GOON TOMS �!' • J v TO +65A -7t0 Par AKI PANELS 1DNatH ALP To 6' 6'. 4 . * um ,61®, ONE 20 RACE GALVANIZED STEEL STORY PANEL 2. FOR NEW WOOD FRAW DaM1MlC1g/k WOOD MISERS 10 N SOUTHERN PIE Fa 2. W/ SPWM DENSITY OF 0.56 ON EOENL * cn PRODUCTS. pArDUCyMTS,A WrL PRO! LLcl INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES .• ,!NOON ANCIgl6 , .• iA/MCNDRE �//.• TAPC011 ANCIIDaS ...._....E r D C. PaNND r D.C.0. PouED coWDEETE i r O D raRlED -- :, D.C. ANL710RS POURED1bNCIE7[ ' MAC OR .,t1 \ NJ= IROtem A GLOM M ED � 1 xOCN IEpNwD 1 {1/4 P�iaNeulF wle '� � Ywiwnrt 1 ow 141 ; rp r MAX, HeGLASS E49T tJ E .� ' �ffi.1 N 1: 1 GLASS 1 : /q11' 1• 1 ••• FM MYI • 1 Wa 1,N1 �If • ,i -__1. i /,.717 [.4� 'E.4'� n �! iE.4 j, LLD• . I 1 4- 4- / 7n A O.C.r wr wWYSHFR �_ `T/e 4�� wwASHER ''I \jfe•• .0 wan wtrt 1 , L' M • J/32' wN0 ( ) ,••'^. wwER • 12 1/2. O.C. O wA®NBN lgE7allo) ! I , r TAPDDN ANCHORS 1 4• TAPCON MOM 4, (IRCHON L. _. 1 r TAPCpN i�4 IR• D.c. `� 4 'A. D.C. ` t D.C. mm m W/ STD) I (ITAB6ERD W/ 6TUO) • 4 1/2- D.C. POUND CONCRETE On CONCRETENACX -- - -tM MNq'I�IE7[ QOCH .....on CONCRETE LLOCN lBt�IiEL !_N LLALWI JtliLLJaIIQN A I WALL Ma I a AWN NEL III ILJA SCALE J/r-,' SCALE 3/8--1 - SCALE 3/a•-t' SG4E 3h•-T• wE 1HIwt +• • to FORA TYPE • MIBBR TtI +/r. _. 1/NN INTO w AOA MIRALLATIOIs RIGID WDW r MANOR WNW 9y a IBM Nall ANCHOR ROAA1 A VACAIOS NO HNNNRA mac oWaNRc AN NNOgAI[O ON THa •NN•w•v oN.Tr a•T a maxam no ED. un 1,HW ".6 ON 1C mu Amu AHHQnR PRCAn w YMIIFLYm SPACING NORM am SEIOtRt w•ANl jax,.ftffiAspo 3 MR as Immic mapItB1O1 IN M MUANM FACTOR. Me TINS OPGOW,ON TON NDR-L RID x sw lo NOT- •DOTES 1•AC►ID THIN1O IM0 racm TWO M LOB Mo AN OR r ON TWA FOAL uOt ANCHOR TTPE oW THIN tO�W O : TAN _ - -- ___ a, - -_ - •a,D.0 THINEADIM I WOOD 1/4- AM tj MILE 1 j G HAA. tNwATON ro tA/a .L- M- D�iI N GLASS ' 1 PARR tJDWW (SEE NOTE I BELOW) 1 � 1 i 1 1 I I 1 , 1 I 1 I � 7/6-• . IANIENI q ,A, Yn00 �� aum T li 3pT• Wain NUT e 1/4• o.0 I. IMN. THREADED ION AT MVMTH O PLATE WAU mo I W FM SCALE 3/e1' Mrs 1. WTALLAIONS AM ONLY MAID FOR BUILDINGS AT H A.S.D. COON LOADS UP TO U.S. -7LO PSF AND PANEL'S LENDM UP TO W-W. 2. FOR NEW WOOD FWAK CONSTRUICTOk WOOD MEMBERS TO BE SOUIW 1W PINE NO. 2. W/ 6PECIM DENSITY of OM ON DUAL • 6. O.C. THREADED WOOD D -- .r •\ / ML avAADwN _ To OATS EasTMn a SNM1 ; CLAB6 1• Ma•. -^ PING LOOM 1/{•P-TOOL' .._ 1 -' (SEE ALOE 1 BELOW) sa MJL wT WING NUf I JO ZM �_;J •' 1 :7/6Y . 3/32" W1NC HUT P�,3i11 IL I I . WALL eueuDx SCALE 3/5'.I' ......... ..,.. ........... INSTALLATION r DETAILS INTO EXISTING TAPCON ANCHOR r D.D. FOR POURED OPTION #2 FOR LIFE SAFETY STORM CONCRETE OR CONCRETE BLOCK STRUCTURES , ♦ TAPCON ANCHORS i _�r O.C. PANEL SYSTEM FOUND 0.1 PAOURMTE IaDCk 1 REQUIRED 1 T I E?� i • � � I I I a I OAP NA_•-M� ^' -- 1 I 1 1 ' i J 1 oa"aA.P"" • f - i �. /.:. r j_.. �14-,r• PANBLAN PLUS W/ 3132'wHNG 6 NUT MASHER ,_ rA PAN LMATE PLUS W/ I I .-•� VIM NUT WASHER 1/4- Ox, (BEYOND) -POURED OR CONCRETE BLOCK MIDLAND _- - dl MNtlRI[MOM REpNFD WALL MOUIdTINO M LLAIIQN !�E SCALE 3/4•-1- !yff � NIEL ...M':'HHIr`. SCALE 3/r-,' I E OW 19 a 10 FOR AWNM TYPE • �■ 1Ww tp•. ,PmI ,p1 i room FDA 1s0uAsas INTO WOOD W AIMO PROWS a 3 AWN[ MulUX Na WMM,MR1m SPACISW ARID MOWN Isw pRnMC[ AN INDICAm ON THIS 'NNOWAo N>♦W W a a tC11wAt FOR ED, LM TWA POAA D ON Smau en= AHX:HIOR 1NVCIIO N YAWtYMG SrACaM ■,OAR ON SCHIMULE WbON asOr sls OIJ a a ,p AORIL 4 IaODR IN M VOUAN FACTORS. FOR l+R Ja ORION, cow= two FACRIN Awl HW N LM IMw MNOM SAWS NINCAIO TOIL EAW MOM Twt ON M BCAS1A1 ! ,/O• - ...---- _ --- ---_. _. IAIa �s at GDWML NOTES: V1110 E-Z IWn SE�IY PESFi SYEIEY 1. E-Z FANG STORM PANEL SHOWN ON INS PRODUCT XMILATON DOCNENT (PLED.) PAS MIEN VERIFIED FOR COMKM14M N ACCORDANCE WITH THE "ZO (7A EDITION) OF THE RONDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETpMMAED A5 PER YCnON 1620 OF THE ABOVE M[NAONED CODE. FOR A WOO SPED AS REMAINED BY THE JUMSDX.TON WHERE E THESE SHUTTERS W LL BE INSTALLED AND FOR A oIRECTgWM.m FACTOR Kd.CAM. USING AST; 7-16 AND SHALL N07 EXCEED THE WXmAw (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SMELTS 25 A, 28. N ORDER TO VEIWY THE ARAM CONDITION. U1.10111ATE DESIGN WMG LOADS DETERMINED PER ASCE 7-16 SKAIL BE FIRST REDUCED TO AVID. DESIGN wNND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDEA TO TO COMPARE THESE W/ MAX. t&S.D) DESON PRESSURE RATINGS INDICATED ON SHEETS 25 a 26, N ORDER TO VEIWY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS 1113- WERE NOT OVER STRESSED. A 33X NCRFASE N ALI.OWARE SYRESS FOR WIND LOADS WAS NOZ USED N THER ANALYSIS. FASTENERS SPACNO TO WOOD HAS KEN DETERMINED N ACCORDANCE MIN N.O.a 201& STORM PATEN'S ADEQUACY FOR IMPACT AND FATWJE RESISTANCE HAS SEEN VEINED N ACCORDANCE WITH SECTION 1626 OF THE ABOVE MWIGNED CODE AS PER FENESTRATION TESTING LA MTORY. INC. REPORI / 2032. AS PROTOCOLS 7AS-201, TAS-2D2 AND TAS-203. 2. TINS SYSTEM HHAS BEEN OESGNm TD BE iNSTAL►ED ON THE OLJTSDE OF THIS OPEMNC ACCOSNNG TINE OPENING FROM tHNE FROM HE I THE USE STRUCTURE. URE. oR LIT. TH6 AT+PLICATION 6 VALID W'I1EN I/SULLAt1ON 6 1NTDDm i0 W P]aUMNED FROM INK INSIDE OF STRLIC7URE. 3. SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUD STYLE WINDOWS WHEN INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 4. SERIES 2000 INSTALATON 6 APPLICABLE TO SIMCLE AND DOUIRS HIMAND HORIZONTAL SLOERS STYLE WINDOWS WHEN WSTAUAnON 6 ROOMED 10 BE PERFORMED FROM THE RNSDE OF STRUCTURE. 5, ALL NAABWUM EXTRU8nN6 TO BE 6063-T6 ALLAY AND TEMPER. (UNLESS 011EAW6F. NOTED) 6. EET ALL ALUMINUM SHMETAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY. 1. ALL STEEL SHEET METAL PANELS SHALT. HAVE STRUCTURAL QUALITY SIm, ASTM A-653 ORATE 50 MIN., GALVANIZED STEEL DESICATON W/Fy- 5B.5 RIO (AFTER ROLLED). S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERFS OR CORROSION RMISGNT COATED CARBON STEEL AS PER ON 50018 w/ 50 k.1 YIELD STREgM AND ■ kli TENSKI STRENGTHS At SHALL COMPLY W/ FLORIDA IN IDIG CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASIM A-307 GALVAHM STEEL. OR AISI 304 SERIES STARLESS STEEL IRTH 36 kM MINIMUM YIELD STRENGTH. 10. ANC*KM TO TALL SHALL K AS FOLIO": (A) TO EXISTING POLLRrn CONCREM 1/00 TAPCON ANCIHOIK AS MAUCACWAM BY LT.W. BIALDEX• INC. (MIN. rR-3/B2 P.R.A.) 1/4' • X 7/r CAUK-N ANCHORS. AS MAMFACIIRIED BY DENALI NC. (LAN. rc-3OD0 P-L) I)14_10 ►ANELMATE FEMALE D a PAFNEIMATE PLUS ANCHORS. AS WMIFACAIIIED BY ELCO CONSTRUCTION PRODUCTS. (rA-3350 V.1) AI) WO" DAMMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2- FOR PAELMATE FEMALE D a IAIELWTE PLUS. A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8- CALK-N ANCHORS SHALL BE 6 7/r INTO CONCRETE. NO EMBEDMENT INTO ANY IMP MATERIAL SHALL BE PEMBTIED. 1/4• 0-20 6S SIOEWAIX BOLTS USED SHALL BE LONG ENOL"SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR ROOM, ANCHORS SHALL BE LONG ENOUGH TO RFJICN THE WIN STRUCTURE BEHIND SUCH PAW". ANCHORAGE SHALL K AS MENfI" M A1) AND IN A2). 1/4• • TA►CON ANCHORS AS WAWACTURED BY I.T.W. SUR.OEX• INC. F 1/4- • X 7/r CALK-N ANCHORS. A6 MOUFACRRED BY DEWALT NC. (rin-1S00 P.RA.) #14-10 PNNELMATE FEMALE 0 NO PANEUNTE PLUS ANCHORS, AS MAFRIFACYURED BY ELCO CONSTRUCTON PRODUCTS (r1r,1J071 P.AJ.) Nurrlocne 8.1) MINIMUM EMKOMEM OF TAPCON ANCHORS AND PANELMATE FEMALE D a PAMLMATE PLUS INTO CONCRETE BLOCK NMI K 1 1/4•. 8.2) MrR AS EMBEDYOfr Or 1/4•0 X 7/r CALK -IN ANCHORS SHALL BE IS 7/r INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL. SHALL BE ►ERSRTTED. 1/4• 0-20 SS WERAUT BOLTS USED SHALL BE LONG ENOUGH(SHWLA ANY FINISH MATERIAL. 02M TO ENGAGE 3/4• INTO AN(S+ORS. 8.3) N CASE THAT PRECAST STONE. ON PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SIH441 BE LONG ENOUGH TO REACH THE MAN STRUCTURE I DOW SUCH PwNEUL ANCORIQE SHALL K AS MENTIONED IN Bt) AND IN e.2). (C) HA ICIRS MALL BE INSTALLS" FOLLOWING ALL Or THE RECOMMDNWTOO No SPECIFICATIONS Or THE ANCHOR'S 11 1T SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERFY THE SOUNDNESS Or THE STRUMW BHEN[ SHUTTER 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. TONS SHUTTER EHMLL ONLY BE ATTACHED TO CONCREM MOCK OR 1r000 FIRAIE MALOPn3. Ix. TIE MSTALUTON CONTRACTOR 6 TO 4!AIl/CAUIJU ALL SHUTTER COIPONENi EDGES wwaH RFAWN IN CONTIAJWS CONTACT INFRA THE eLJIDI4C 10 PREVENT WYO/RAM NTRUlION. nuAx AD SEAT, sHurttA (RACKS ILL AROIMo FULL LE►IQ111. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS NDWATED N THIS DIAMOND PUS ANY MADW AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLEO TO. 14. ATRROH NIXON S MID DOORS. INC. E - Z HANG STORM PANEL SYSTEM- IS PRISM POMO. I& (A) THIS PRODUCT rAN.MWN DOL'UN[NT (PLEA.) PREPARED BY iW! ENCNE[R 6 ,XDIEMC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT? la. WHIR[ THE SAE O011pf10NS OMATE FROM THE PLEA. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PyRC1ASE AND INSTALLATION WVJMO LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES MOT DEVIATE FROM THE CON01110NS DETAILED ON THIS DOCUMENT . CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S RE PONSOUtY. (c) THIS PRODUCT EVALUATION COMMENT WILL BE CONSIDERED INVALID F MODIFIED. (•) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A ROM" REGISTERED ENGINEER OR ARCHITECT RMCHH WILL BECOME THE ENONEER OF RECORD E.O.R.) FOR THE PROJECT AND M40 WILL BE AESPONSIME FOR THE PROM USE OF THE P.E.D. ENGINEER Or Kt ACTING AS A KLEMM ENGINEER TO THE P.E.D. ENGINEER, MALL SNIWT TO TINS UTTER THE SITE SPECIFIC DRAWN" FOR NEW*. (a) TOO P". SHAAL BEAR THE DATE AND ORONK SEAL AND sowiRE OF THE PROFESSIONAL ENORI[ER Or RECORD THAT PREPARED T. 1S. STORK PANEL MANUFACTIAEICS LABEL SHALL BE LOCATED ON A AFAMLY VISIBLE LOCATION AT STOW PANEL N ACCORDANCE ROTH SECTION 1709.9.3 OF FLORIDA MIILDW CODE. ONE LANE. SHALL BE PLACED FOR EVERY omm. L40WW TO COMPLY WON SECTION 1709.9.2 OF THE FLORIDA BUILDING COOS c- TN... N OL a � O O C c CL C N :3 -0 OL (U 0 O cu .� 'L CA C c O .� '� O .Ccwu n�H v L O ti O > t; U c) X ILL a O �• c O � NY N wa) c E Q tun) Q cu F 3 L) 3 > ,d u -0 _e E c: U >> �W COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3 /24 (at NMI WDon INSTALLATOLMAILS. FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-11 t724 4'/24 b a'4b ®' ® (m MR I TOWN) 3- Me. 2'/24 V/24 4 -AT � GIVE MOtt 3 NLAN) PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK P,4.,• tLHAa FOR 001CA[If t•l"mm . 6aw soau2 ON War 1W ■pwS ----1att6• AL -------.. ..- ......- -- I 2.SIt•� `-, y , At2 J1- "&.# INNNIR•DaAM1l 4 e.r LQ fOYN1[�w 4 _ry/_NA .2.SS, • __ _.- rMa HII 912 sw,�1 o PI � MM r /F Pr ,.. r 1 I MCWR _ 6 _ �---- . -- - (EDT •'a+10 I 22D0•it Nq a AIWn Pq� � 4 \ d War 4 NRGL /,•;- n' r --- / t2.5Dr (EFFECTIVE WON)------ ._..y I (-----� -( i 2250' �wY vN• �--f '/Y 1 01N1. _. --. -. � �'Neo�d w�M1.aAt •1 �,-.-•y, >� L W 4- - _ a , . .. - - - - `V- ii I. w. a , N- \Y \ DMMER I J •--, J6o - ^ •--,. --, 1.3'1O0 - -UWM I I . 5we P Np W / LAST a�L - o7e• I I 4 1 2244 -W t �ME°""iwA.F'- 9 1,r+%/.• E: oe 0 NWR , • �. / D.Ow UN. max JA00- 2.900E �rr_r.-7 . .. -rT'T7 M % 1. .�, _ W X 1• NPR u I q d LI, �,.AN oD (oNo Pal PAN li;w, riwEU �� v..�. > o., 1 ..• H 7 a.. j 1 / /'► % WAIQO frE4 EDGE � � N.J. 2.2N• (O,O FAHEU (IN�WAOR NMIaL) (NIpaR 1,WL) (NNTgI011 RNHIn)� PAHIW T t \ � ORM � • Y 5J `,/ Jl r 7�� 6jBj 2.par , ` „ER,[D TIP. -... ORMT [tl I�RMIN MAIL i � TZ � �• . y IDH[ L B..Sw N01[ 2 . NROW i J• • 4 � I I 1 1 I � 1 ' •g ,, I •'-'CAW A►H � - �.-,- • 4 . � + 0-0 GALV. cu LgMIL A ----)r R '. i _� t t• l I �•� i I 1 MAY SINN PMND{ • • • • N -- ao•-! - �1 1 �IJggll�lm I O .230•(."... , P, 2. ... - ... ._ I t• S + 1fi, w/ I _ . _ _ .._ 1 _ _�.. _ _ .. I ,w • , Rc I 5 H H 1 'I-'-t JSo•_-___. _._...._--6,2SD'___--_ ___..'�_ L. • • 1 • WwIONAS 4Y- 4 W � I i I y sMiM, I V I 1 E1i1 .a w/ � I 1 I I E( A►) I NA T , 1 I STORM PANEL-2.470•__ t ( iL i i 1 t MN I'll [11. NOR 4 59LCW. .. ,Sw mTE a • _ pAM101 1 �•y- r I Np ION , , ••'- r W iNINwAt i ,py-tA,yt. Q r'-ya•N 1p1 j 1 . I t ^ O REEVE MM whN TRACK O3 REVERSED wUw TRACK -r- - M 'I H ATE OM) �waNtH�a i I Nei a I yE NE NeHEMAe i L i-3•-•I • FOR COIICaR AAIO,ORa Pw 7 {•-�.---Ir•�-1- - MLTEMRTE LOGATgn A NARt 1 T I A sA6 I I,..�OM NfEH 70 N • PAILS [)D UPw.i I ,Xa®IA[ aN aa, w1 Ndl A000 ,.w'Mt,. 31[ 1/2• 1 1/t•I AT SID RWOs) i • i I T �M (1' rON t1KS W � j ro I OWM OIwNM � Q wi NOMAD ' •, . J (_ 70AAM�R 3 � Olt ® W/ OR 0/4. ® wt IR,IOR aN Nat x Wpwpn ,gp0w� 16. . 6 i i awNr Hain 8 1 t cn NAX - INIEIIId1 IN.ijiil U6i PNEL D N MTALIED AT EACH .613• LAST FWIIn ro N NsrAum AT GCN o•oND ALO11K SE NXiNMO ALXAM PR0,10[D w// REAM RA1 A TO tADartAtt- A0.6a• AEAt ,HANDLE TO rACINA E •mAtJArIOM TYPICAL ELEVATION F NODNDED TO N INSTALLED FROM c .126• AM .126• - � a �� p101 E-Z NANO 5TQRY PAN f 1NNN a fARacnAw. , I i ' 77 'r �.■ \_ tDRt . , t-. 3750• r ... 1 11 IATG. OAP 1/4- INN. MAP 1 1 1 Iy 1 M , p I r \"fl.]50• T, I i' •-, IDWE LLY>t' w.. ,w-I 1 I $ Q� f ' 1 i �Na�+�,r, PL i �A M i ■�y� P T�. 11SIO ED CORNER • M PILL L . . 2.noo• -- - fi,�..�, :/ .' 1 CIF " /. ; ~ Via-. r N..H i aoD• /MA / NR®yalAb®•® t Ap(AL 0-TA1OM - '°'R° all' I i ... .( W l cp� END UP w/ NEMMm EDGE '25 .7l10 _ SECTION B-B AT OAWIWLS) •i u "-- ...1_ _ - N (...._ .1x5• twat . P E671L3 : • ,• Aa1Ma / `• ...L^_.. i .......... 3 C lA j L (N.T.S) l_... tl I -1 ,,�.F�a, 1 1�H��a Wm1 '^?LOOS•--'»+ {f7p•J I,.,.._._.._. _--S• Na„ -.. _. tlQ]LiJ j,PM. TRACKS AT TOP a PAELWtE PLUS OR tr LONG , 1 NA MhNa a r M IA4x• b' I..� (1). OEFWY7,Ox OY SFFw'S tOf1tr E - Z NOW STORY PANEL. SYSTEM CONSISTING OF PANEL + IL OO Cent. TRACTS TOP a BOTTOM. PVINEUNTES O L F U9EDJ�11LY w/ 15 LINO QJ TRACK AT END PANELS p ) 1 N 1 t'-0o•/'' • M"'� a cu AT BOTTOM W/RUF1W1 TES - / ..___.._-. ._._... , , (1). DEFIITIQN OF SFBES ICAO: fi 2 HANG STORM PANEL SYSTEM CONSISTING CA PANEL + paE O (2). ENO PANELS 9141LL ALWAYS M: OOHFEC7F`D TO enl ,TALI B+ MEANS of ', AN� �TO W II ,Na , ea0 agNRBt AAoara� � T/•�.%Ayr M, 4 RJP TRACK 5 d 2�N YaYJ ALIIY- ANiiLi (2). PV SHALL ALWAYS BE CONNECTED TO BOTTOM VWX OTHENASE A STOP 1S1R ON•. AR� W WWRO Mw 1 t , I j aew M Ws aOwRNr ' �WFwrr a/ IDa.� SHAALL x CONNECTED TO '•-tau'4 s W 7 /32 (a tNNWI.. / MORN twL a WM 1 4!lMLL N PROYIOVD AT TOP OF SUCH PANELS. /4- Yfn. TNJIHBSCRE� Nw0G76^•,1?2 l NN tali fs) 6 • ,r 1u: 6061-TB AKNn. ALLOY WIn INLET M t/4•P- NLpW� INTO T lJle;.•EPt K a Mar N) �� WLLL AND DIRECT YOUNrINO INST_ '-an PA DPNvo ■ cn -•I�--.t25' W). OCKM t/4�H2P0a3/ w� 7/ hrJt/J2 ,wlo NtRoR ,�/1'T Mail TAIL ONW aN MOTE J �� 11011NTINO (MST. INTO TAPPED 60TIOY Mick. U]C11T1DN Or FASTENERS WY�AT ERIEw OF Two (J). i01R GEES WHEN ENO POELS ARE {SE JORmY w/ Ir LCNO TRAf�.(p AT T� - E'irOQR TO CED�NQ �UNT1N0 INST_ )QUID-DLjT 11DIlNTING INST. E IEROR FLAT FIAN:ES OF END PANEL BUT ED PANELS ARE MOT CONNECTED TO BDTfg1 1aAHXa (� X' STOP MR Sram 3,. -- O SGat J t r'.O All BE PROVIDED AT TOP Or SUCH PANELS. SCAE 3/8-1 I (4). N CASE THAT END PANELS ARE NET CONNECTED TO BOT10P TRACK .0. A STOP sqe g SEALEI�i 3 SECTKNI 4 (4). rd1 INSTAL1Al10N8 NHIFJI 1DO PANELS VINO 40YE R+IEMOR PANELS ARE ERECTLY �,ah3/4 3/e-,• SON[ 3/8-, 6 ONLY USED AT TOP AT LEAST INFO PANELS POLL BE COrM[C1ED TO BOTTOM TRACK MOLNTm TO EXIST SIL WALL YFAWS OF PANELANIES, ONE IOE1RHOR PANEL N D aT t1Or100OTW awwpswR FOR ( USING SPEDS NOICAON WIT (3t ABOVE. Y SUCH CASE COWWION Or PANELS WY 6E USm JOINRY w/ HACK ACT ATTACIMD BOTrpH TRACK TO RNLI 8 N aw Ups MR M,W M RnL HI µ � p TO BOTTOM TRACK MAY OCCUR AT TRAY PANG LDCATON. w TWO PA IX"nS P011OwtlgCIL� SHOWN ON FLEVATIOpII�pA�lD W J 1 2• CA Ylla m 1N> ,O tR•Ww (D wH A. T///, SEE sL'CIgN ,'. 3• a {• ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MnaN MOT NEED ro 6E CONNECTED TO U) 6Y ANY HENS. ttYCl( (2) RNsrK1ED LNDNR ttMMWWNYW A. a �BfNRR 3L '•' CEN�v H� W 'N' T� TFE 11RROlR/ Pi 750- .Ow (Tr>) A NEED TO BECE. FOR THIS NiEM01t PAN0. USED Y N/ 4 ¢ s ROa . E a (Q A NIt®a HAY aA •p - '�: '•%jCEN,�:'•;'� EPA TI([/j THEIR OVERAPS RETAINS w �. N.EFT a IB(R+r sDE oc faWLP ) 8 SUCH THAT IDJACENI V ''••; G ,/� No. 44167 I_ No. 44167 �'VCEN T -- O • 6anDHI ,D,,,It,a Oat, N 3 FLORIDA WIL01►10 CODE(Nigh Y Hurricane Zon• * FLORIDA WILDING CODE h V•Im Nu no Zone) nw•a N G r►. FLORIDA WILDING (ODE h VNHMOi Nwrieant Zon• 3• BON. �'•., ATE OF 20 OAOE GALVANIZED STEEL STORM PANG. r„ N, : r No. 4 167 20 UK GALVANIZED STEEL STORM PANE. Dlaii an ® Awr WN ro NAr ANY Q , - \ *:• •' 4mo,amN, nr. AaOro tartoq ONC t, VANREO STEEL STORM PANEL Na1w tr Z ., WOVE HAb,XS • w yyttSy ORI S'1' GLOUL PROTECTION PRODUCTS. 11L'. w'/Dn' c STA OF _: PROTECTION PRODUCTS. LLC. /Rm01P SCALE. W `1 CTION PRODUCT%, LLC RA7a Z ' STATE 20 OAK GAL O 3 E(3 (aR.) ALUM- ANOLE © STOP MR + L I I. E �.O 1Ne. 07 TA . QI' :'� y, NAL / 4mDWca'ii'3aIOW R *• '" 20/A 176 a "I"°Nm"` RN IL E C O 1NI. •$••. IL E C O tNO. {wo 1.L ., sW,aT /2' - ,• �n�lt x NMr >s) ..- •...... .aaa LI M N1ar 20-176 . N �''•. 10 ANAL ra ams N Ra a. r wOr A N N F,INR (w)m Tea r.Pa pN1ar Mn PAW, R. FW ffil_ PE. wK/wrYUYa/NPE - wai N a 7F T7 LINO IU 20-176 4U• ww .. THIGHS ORH)er-rAL aaR ONHMr-tNT AG., rNR .>•-u..la., m-,NI 6063-75 Hum. ALLOY RN a r 1... waNu LWeHNR-TeH4 Ra lmX,tH-tHRT DwwR w 4 `S ON l T.N.R. EwwmDt'aaSNilri'is arI m ww w. . E%wIRR HN: a-mNT1a ... Nwr.a N.: ,J T,-- , An-Ir . Fr , -CAN S! W-NW71N ~W •N 4AANItI l aK/wNAOww%D,R A i. PL , NHR A 14Er Jr.. rL ,'H• /r�� ''►E. YA/WWMRIN/G1C ML A i,. AL '- Tam tl a tl F Nat A M N - a. SHEET SH 1.2 !■I�IIi�■IrAmjbiwkAl ijkakil aaki-d",l III , Rmkvvjm -"Or. -A A"=ToDM O . ' .84.0. -w IQ" OR Las 2 II/IV I BOLTED - 1 2'.3. 1`111. 2*4 At 310 466.0. -nS w opt Lin 2 W 9OLTE, OFIL% M.S. k WOSONVr AT CYMAP at 402 OF PANEL LENGTH PANEL ,11 I1ww RIM 1: It-. 1117:1111�.;*;-ill;; A.S.D. INCH M FOR E. M - 3 1/2* - WINING WOPapa hvumx 10 or im V 1 2- (TOP) pma Lamm V (k) "4 41w couc-01 popoommout 10 owdlum TO CoMmot 110 CONCRETE SLOCKCpDp[N M CONCRETE = To cmmm � imam &I= 12- MIA 12" MIA 12* N/A 12" N/A 11' 3'* to" 3- 1. A- 5" 41 '=I. -75.3 12' 3. 12' 1. 1. 1. 1. 1. ;j 1 (WHOM) I Svlow +. 70' OR LESS N/A N/A MIA N/A N/A N/A 12 1/2- 2' (BOTTOM) 1/2- N/A 4 1/2- N/A 4 11r N/A 3- (TOP) 12' NIA 12- N/A 9 1/2* MIA 1 1/2- 141A 3- (BOYTOM) N/A 12' N/A 12' N/A 12* N/A a- nnpi 9 1/2' 12, 12' * UNITED TO 1&0 W. A.S.D. DESIGN PACSSM 110111140. Aim Mo n no mom TIVE & SPACING FOR #41MIATOO wIO wm FRAME WAAM mmmum ANCHOR ovam AND We" am mom AM powm ON THIS 904MULL MR Ea U= "" 00"= ON SWAN MU AIOW VOCM BY "Tftwic vw*M saw CA scIma BY ac rouowo IrAcmw MR INS OMWM 10 K POSM" F== M" MAM %00 FACTOR SWU ZMKLILO WX MINIMUM SPA" W1=1m MR FAN ANCHOR TYPC AT AM= 11111% 1/4's 1/4*0 M AM" wmw 7 i 3 a 1/i PAWN 40 3 3 4/2 4 omIBRRt ILM Aw 140 + REQUIRES max. OWAMCCE BETWEEN BOTTOM OF PANEL AND W To vz Oh� + ACQUIRES Ma. ONTANCE KT#M BOTTOM Of PMIDL I AND a) 10 BE. 3/te + [-[;-I Ma. Hurries" COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l) ___.Is.Iw(wfkWvrH)- --- '2.500' (EFFECINE YAW")- ._rrLj:n '10, 250 75111 F I .37 .350_j_. 50' - j =1M = M -1" 1.31 /- w I tw� 7;1-Sooits' I I b_1 0.oel' M. YAM akwxm am 1.6 ?1* 1.100' cow so EOCE ABMA"3 TYP. MA6, 9-60 ONLY. 46 1350' T STOR'd PANEL r -- --------------- 0 ait-&- -A- PANELS 111041 IM OVAUD AU11WY9 FROM U77 M Rw W/ I/r Lee AT 10 Al UD7 WE OF PANEL, 0 'N" HEADER 0 ME' INAM ANGLE WFTN STUD UP. wr am PANEL GALVA0,0NIZED 24- (16m) STEEL 11-0.0ar .133' 41.2W 1 aor 0.315• ..25010 0,623 0,623 Vn. Parlor Mod- OR ETRMEW DETAIL w ROUNDED COIC NFA 0 ENDS OF PANEA 13L'S , -2.376* END UP W/ Mt - uh. 'cow DOM EDOE .12V 3.Dom•• .091* ffY ME WASWASHER(TYP-) 3105-M154 ALLAN. ALLOY 750 SIVE $HIM 0 FDA ADDITIONA. 1 091--.750- B,r LMAMG IF 3111M LENGTH 15 1 j. ONLY WAA MR INSTALLATION$ Iwo SLEEVIE 2 1 wow simAlho". 12 . 50' L_ MAX, LENaTH -4 - -1 2.000- 2.Ow L 7w Rim tom- HEADER -u- wrApEn 1, Now. To a' moo.- --- - _! T L. -1. L @SLEEVE I MAX 3000'_ I- ALL "J" TRACK @ PAMEL HANGER x.(1 1/4- JIM .002' (USE ONLY FOR E Z HANG STORM PANEL .00* ww. SYSTEM) 41053-til ALUM. ALLOY Ls ow FLORIDA BUILDING CODE (Non Wah 1114looddity HNu am Zama 2.000 p f--. 23' ®W'STATE OF 24 WA GAILVANIZED PEEL STORM PANEL omm for .250, SEE SOCTIONS MN. IMEC0.111116. GLOBAL PROTECTION PRODUCTS, U.C. Miw 4m III, a, N"W da at WML FL 3=4 20-175 BUILD -OUT "r_ Run-b-OUT "r TRACK WASINFRIED MNGINLIT "ONE, (a-)Nt-nw AM 04)no-m OR." ft WE TRACK AN= (ZAMMIC 3 ALLOY)ffffTi a v 11 SHEETS 9 THROUGH 10)1 L* M.. PANEL LENGTH (SEE SCHEDULE Mon. Sokw ON swrt 3) 4 TTZ PSEE SCHEDULE 11 ON SHEET 3) 0 OF v MAX EXISTIVIC POURED CONCRETE 4"WRIMEN0,1111 COWCAM ANCHORA (SEE SCHEDULE ON SHEETS 9 THROUGH 1 0 REOLO" 0 WALL (ALT. CONDITION) SHEETS I THROUGH 10 CEILING AM OM MOUNTING SEGrHM A war 3/8-1* MOTE FOR COMBINATION Of SECT)IONS; E.D. - EDGE ONTIANCIE (SEE SCHEDULE ON TOP & BOTTOM M0UNTfNG5 CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 9 THROUGH 10) .TLIINA7[ LED X01 To GLASS. ISDULE ON umm cav, r-n PANEL LCM0714 (SEEON solocca" SH w 3) O EXISTING POURED cowcnm Olt CONCRETE BLOCK FAMUMM CONCRETE ANCHORS (SIM SCHEME opt SHEETS 9 THROUGH "v am. PANEL UAIM Na SCHEDULE ON SHEET 33 FOR SPAI SEPARATION SCMEDI TO GLAN. (Sa ON SHEETS SCHEME At 109 ON SHEL, 3) Ar 11PACEIR Z_ 1�1 @AK Va ma Least am V-n OF 'L7 MAXI SPACER LENGTH I/or BOX OF "V MAX. ---=Xk Q Ism a *,Araz CONCRETE ANCHORS (sa SCHEDULE am so* 0 IKWJW 10- 1 _fg-b'% 2 vor LONG WEAL ALUMINUM FOR O.C. WILAID SPACERS a WDESIGN 0 PANEL EXISTING POLVAUM OR CONCRETE KOCK LALLINICTIS PER Sow AI I REDUM. 1* MAIL LONG ALUMINUM SPACE" 0 12 Ilr 9 0,C.A (10.)SEE TABLE 01 ON SHEETS Scau 3A.1- INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES i/4's LAG SUM 6 r O.C. W/ I to=. TW*Aom POEMIM he. 2".41 wow 1/4'0 LAG ICRM 0 V 0 C. N/ > -70 WOW HEADER. I MT Oa ON FOR I 1= THREADED PENETRATION to wOOO ""I", I )4 CaL 0 JI"I* SA.S. CA M OFQ) IttrA to 11M r 3 IEOAWI[DMo 9/10. TLM. *-2QK3/4- SPOINA7,001 , I TO CLAM VAM OVEMAP Lvkw 01 ''4 I I J B /` �. q7 4. IA SELOW) 1/4-1 LAG SCRIM 0 r 0, 1. 'a' .1.1 nWAM 6WAM 00 PLATE AT . 3Z a iuljtio6"Mmkit PLUS V 7 PtMMIM 0 42 0 L-rulual, PtA, .14 01H, WED wa, -1114t. ( wa MOURUN IFII 014 [1. kwun"G N3YA" ,ALTERNATIVE _T 1. INSTALLATIONS ARE ONLY tAUD FOR VAOINN WITH A.&D. aii$" U)" UP TO -48.0. -71,3 00 AND PANEL'S UNOTH UP TO 5*-,o 2. FOR NEW WOOD FRAME COMSTAUCTxft wow mgwm 70 K SoUrAms Pod N.. 2. wl spEcox aptsoly or o.Ttf OR MIAL 119MAL, j:-FPA?_ V= AS ALTERNATIVE TOP BOTTOM MOUMCAN COMM"N MM" MY ftt M y SW ANY INSINUATION. I TOP ICAD12 WOOD PI SOME, 1/4. . 1. POT: INUITIOt rVen PW ShI FOR CLANT, 7=11D F4r No. 4 157 -q:-. STAI OF e-IA& 0 IA ULM AM W-GUW,D 11404. W/ I 1)Na,. PDCMIM TO rAS"M WOOD HEADER. _ORP1•i.714-AA. oft "ae�4." SAL _ZVOk0 'o 0 M MAR. 1/24 At AN TV 9 zG New VAIRLAP r wNG I-- to : % 119 11 /"�_ 1.� M 4 JORT I& SELO*) 0, 4 LAG 0 f cant .W1 2 k�� or 1; MALKIEO 41" D. 0. BUILbRIEMUNG ALTERNATIVE 4"W SCALE 1/4*.1' afloat ILTIO). MI L ECOomfc. 20 OW GALVANIZED STEEL STORM PANEL FA 91I0. W. GLOBAL PROTECTION PRODUCTS, LLC.avr7a.L w equMap-am nome, (".ow CMoewle Jr.4 14 r, 20-176 URE It NO (ba.f.) AND CORRESPONDING 1/4. 3/4, 4/3, 5/5 a 6/5 2LI"= PANELIm LMENWH '0 +2/4 FOR REG" STORM I W/6. 2W/5, 3W/7 III 4W/7 M ANCHORS (SEE SCHEDULE ON MAX 9 INSTALLATINTO VIMU RBLOCK & WOOD (t) 3' MAX SHEETS 0, 10 &11) an- WKLSZMSMM MAT EACH 1-1* NNW - f* r 1, WI 1 0 0 AT TDP OR BOTTOM Ew WITH TIMM (h - a) - 0 D.M.01 0. ( 'F. WITH TRAM (11 OR -(A) of MOUNTED AT EACH Ddb* 4) T MAXIMUM PANEL LENGTH "L+* OR *L-" (It.) 9 MIOMAUIA ALILD. I., PRESSURE PAIM CONCRETE & WOOD INSTALLATION$ t ,&a Sao p 1 1-8* $a,-#, 310 lo'-sr no* -a, 40.0 410 Sag SLO r-r 8*-r @as 91-J, r-71 ale 81-r I.,. -Fjo r-,•ja• no r-s* 01-101 40.0 r-J, a'-?* ad 81-r age lkso logo 61-51 v-11- Mo f'-J, 51-91 logo MAXIMUM PANEL LENGTH *L+" OR 'L-' (it.) 0 AISLO, E3" PRESSURE RATING (".1.) (+ CDROM at WOW PWXLAT&d t L*-_T_L, 240 W-d- fil-e 2Mo F21-101 orl-r JAG of'-e I*,-?' Jose for-10- 8--r SAO Ar_J* r�. ago $&a 11-1. 7--8- Z_ __ r-j- ?as r-1• oo,-W no 7-01 $'-3' lag 00 loss MO 10.0 15.0 1111.6 a*-#* MINJIMUM SWWTIOW VD CLASS SCKOUIX kwo"LENGTH PANEL wime SPEED 4 170 .Ph 100 - 170 p.h (w.) RMMVNW tolourAwo RFSIRAIMO 30 OR LESS 1: r 6 1/4' .133 TO 90 1/2* 7 1/1. >W TO 145 1. 71/2- 7 1/2- 7 1/2- wimmiju Pmrt Lrum fin'i rM A CWFU uOUNTIMO CaNnITM MEMLklialk - I , I � - TOP DOM MOUNT 1. HEADER MEAGER #am TRACK ow ,= wow. O = - DIRECT MOW 411' 1. 1. 1. 30' 2*X1.9' STUD ANGUE w 1. 32, 42- M' 30' 'r TRACK 1. er tor So" RMUPIC 3r W 58- W 1 11 1 I.J. I I V ii �--J _--- -� 7 BOLTED PANELS W/ 40-20X1. f.s. ws. goir W/ 0 fA. OVERLAP (SIX SECTORS AS 4 f - A - ---- - ,AR 2/4 L1/4. 3/4. 4/5, 5/5 k 6/5 1 MAN' VIN/6. 2W/6, 3W/7 & 4W/7 ...._--.__-ANCHORS (SEE SCHEDULE ON SNECIS 0, IQ jajj} ' - 1 REGULAR STORM PANEL nI„ELEVATION M.T.S. /a- Mo. GAP (MIL Doom* .1 a= WUM 11F SECTION A -A -0) mom o(l) L+. MAXIMUM NIOW&I PAN& LENGTH FOR A WID1 PMM A.S.D. CCM LOW 1,-! MAX ALLOWABLE PANEL LDOM FOR A OM NEGAINE kS.1L OES" LOW. (2) PROCIEDURE TO WOkSt MVMW PANEL LOOft 01001 A POSMIME AI&D. DIEM UMD, WOKWS MAXIMUM FARM LEDIM 'L.' FROM SCMEDIAL (OVER A MMAIK A.111.0. DESIGN LOAD, WONK UkUNN pwa ISMOTH %_1 FROM SCHEDIAL FINAL MAXIMUM AUJMM PANEL LENGTH a cam TO THE "M wmwm Pon LENGTH sroweaw 'L+* AND %-'. (3) SEE SCHEME ECLOW FOR ON. PANEL UDON FOR POROSM 4LV&W"TIML t OWALATOO INTO WOW ARE LAM To * 95 P.O. MAX &S.M CV Ma PPKSWK RAVNO 9. 10 At 11 FOR lWQL ASA DESIGN LOW k MAIL PANEL LINTIM& MR SPAM is USED. FLORIDABUILDING CODE (Non HI Valooc"fty Hurrkan# Zone) o44787 vc, 24 OW GALVANIZED STEEL STORM PANEL amF". ft RATE ATE OF 11LIECO,ovic. OU)"L PROXCWN PRWJM, U.C. Mall I.W.91 WNW &W n. =14 W. PHONE Im ma*)MMI-M 20-175 I IBM= I am 3 'T 15. 1 . W H, INSTALLATION DETAILS FOR REGULAR PANEL (1) VT INTO WOOD STRUCTURES A To GLASS, _f- A= dat SCHEDULE SEE A- F (Sa SHEET 11) OLU ON $HEET 3) 0 4 iw at. r L an to raft tam 00 r-r) WOOD HEVW_ r-6) WOODANCHOWS PANEL LENGTH REQUIRED (SEE: SCHEDULE (SEE SCHEME ON SNEER 11) at ON sow SPACER BOX r v __SPACCN._ oMAX, LENGTHlJ ED x I- AMUL LONG XMNUM 'SPACERS of 12 1/2- RUBLE O�C. 9 ON SHEET 11.) MWL :Be SEE FOR UIATA704 FOR I �txoiv V 1". V MAX 1 1/2* LOW SLEM. III ASS. PANEL LENGTH PANEL UDWTH !-TO (SEE SCHEDULE I (SEE SOWO (SEE SCHEDULE ON SHEET 3) ON SHEET 3") to ON SHEET 3) PANEL MATE FDA" 1) OR PANEL MATE MO SCHEDULE SHEET 11) (SEE ON Yk It& 0 W am. I UMN 04317-0 DOSTS114" 'QM. 2.4 wow J GLASSCHE _ PLATE REGUIRED smw!X3L E pisEcT mouNT w/ spAcrR ja ALIMATIVE 2LW' SCALE 3/0-1* BOB 0 12 1/2- D.C. SEE TAKE I ON 9W I I MR MAX, PANEL LENGTHS At MAX. &I.o oaft FOR THIS towAuArow LoActs or y ED MAX. 1 ,17•1/2* '3 O.C. 'ZI 0 12 i WOW ANCHORS SYAOWM W/ STILM, (SEE SCHEDULE ON NAM 94 klow IM I I/e MIND F. SWEET 11) (1) MVUAM 8 LW= 10 A 09 VM INIUM11111 RAN Ir-V L--U WM MN NOT HMO MO 8 A RUMMN OM ANY 2".4 WOOD 4 PLATE REGRANIM RUM MM9 DAVOMY SOMM ON MW 11). VOOO ANCHORS 11 MK mpmwnc" To am *mow= WOOD SrAcom W/ MDtN THIRST PIRATE "QUM a FMA is 0 low (SEE SCHEME ON ft"L :T== Star 11) "49 U 11r Olt VACM nI/-OvmoZok crow I am 4 yMrRy (3) MAIL 114 OW FAML UMN 2 LOW 10 w 0 ANY MMM Jd1L (94 is A FROM WAD AV& UM" AUMM ON do 'No AWL "Am WALL MOLINj DIRECT MOURT SCHEDULE. Ow it), nwro cc am ran isv"Am 4 ONLY ALTERNaVE 2W 141 X�0140 =$=OW_ MAI Noium ON VALE 3/111-1- AS OKY Mo A00 emm no nwa "ILL AL%&TWMIW WoUl FOR am mn 1. 2 ^40 �: wom IT ON SCALE 3/w* (4) SWMA=M W40 ONLY NO L-18" SRAWJW *0 THE un 10111" or 141 KOM on zown 1. 1* 3 01011 AM 9 •FLORIDA BUILDING CODE (Man High 10041ocithy Hwu no Zone) N= FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S.O. No. 44107 am TAMM 09. 24 GAGE GALVANIZED STEEL STORM PANEL F.P. DESIGN PRESSURE RATING (p.cf) AND PANEL LENGTHS j TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 201 /T ME C -0.... GLOBAL PROTECTION PROWCTS, LLC. INSTALLATION. 4= LW. at an= 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD cot UWL FL 31114 20-175 SOUTHERN PINE No 2. W/ SPECIFIC (wto)"p-tow - "EMVtSOFTOO� 55 OR SOUK. BIT WAMM A. Ps.Not- A= LIN Zr 41 0 slom MISTOMINPA11L M34MMON (C) woon (jaw WECM GRIMM a . AY THIS DOCUMENT (P E-0.) HAS BEEN VERMr.0 FOR COMPLWiCE IN ACCORDANCE JUMNO /4.* 111.1.INC.. AS . i!T-wM1AJ'ILDEx. INC WITZ THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL WALL NOT K 10451AUXID AT HIGH 014-10 PAJOLMATE FVAALE 0 AND PAWUATC PLUS ANCHORS. AS MANUFACTURED BY CLOD CONSTRUCTION PRODUCTS. VELOCITY "w-Aw ZONES (Matwo-oum / OF= 1 1/4*0 LAG SCREWS PER N.O.S. DESIGN WOO LEADS 94KL BE OFrOW40 A Boof OF THE ABOVE M1D41CWD CODE FOR A BASIC WIND S SE= /16*0 It 3/8* WOOD BUSHING, AS DISTRIBUTED BY ALL POW SCREW. BOLT At SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL K INVALIM. AND MO A OIRIVICT)DRALITY FACTOR .0-083. USING ASM 7-16 MO MOLL NO EXCEED THE MAXNANA (&S.D.) DESIGN PRESSURE RATINGS ft"TED ON 04EEM CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELIA411 PLUS 3, 9 THRU 12 At 17. IS- AND PAMCLWALE FEMALE, to IN ORDER TO VERITY THE ABONE COMMON ULTIMATE DESIGN WIND LOWS WrOWNED PEA AKE 7-16 SMALL BE FIRST REDUCED TO ALSO. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 *4 OFOIER TO COMPARE THESE all MAX (ALSO.) C.2) M18MtM TNRfADEp PENETMTIOM Of LAC SCREW INTO THE WOW MIME LAW WALL K /2 NO THREAM DESIGN PRESSURE PATOW MCA= ON SWEETS 3. 9 THRU 12 A: 17, 10. PENETRATION I STUCCO SHALL BE CONSIDERED AS PANT Or THE MUM THREADED PENCFMTOM, IN ORDER TO VERIFY THAT ANCHORS ON THIS 0.1.0. AS tESIEO WERE NOT OVER STRESSED, A 331E INCREASE IN AUDWAKE STRESS FOR WIND LOWS *5 = USED IN THEIR ANALYSIS, FASTENERS SPACOO TO WOOD HAS BEEN DrwemtO IN C.3) MINIMUM WOE DISTANCE OF LAC SCREIM KID WOOD SMALL BE AS INDICATED IN THIS OPAWM ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WOO RESISTANCE HAS BEEN VERIFIED IN ACCOMONNIC1 ON SECDO14 16179,11.2 OF CA) MINIMUM PENIIIIA"Ool OF WOOD BUSIONCT SMALL K 3/8'. 1/4' 0-20 SCREWS USED SMALL K 1 1/2- LONG MINIMUM THE ABOVE WNTIONED CODE AS PER ANIERICAN TEST LAD Or SOUTH FLORIDA REPORTS 001914.01-01 AND 10219.02-09. AS SHOULD STUCCO EXIST, AND J* MINIMUM FOR WALLS WITH ND STUCCO. PER SSIO 1 2-911 ok ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLORIDA REPORT 01=01-10 AS PER TAS-20I NO TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16" OF THE Cr5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WAYS K FOUND ON THE EXISTING SILAILDING GOOF. WALL. ANCHORS SHALL SE LORD ENOUGH TO REACH THE MART STRUCTURE MOM SUCH PANELS.FLORIDA ANCHORAGE SHALL BE AS MENTIONED IN CA), C.2) AT CA) 2 ALL ALUMINUM EXTRUSIONS To K W63-TO ALLOY AM TEMPER. (UNLESS OTHERWISE MOVED). SEE SHEET 2 (0) ANCHORS SHALL K INSTALLED FOLLOWING ALL OF THE RECOMM04DAIMNS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 AIM. 8 PANELS MAY ALSO BE INST&LED HOFRZOWALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHIM 4 4. ALL STEEL SHIM METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL. ASTIR A-VS3 GRACE Be MHMVM, G-80 GALVANIZED INFOUGH 5) D(CM THAT MEADERS 0 & (jo SMALL NOT HE USED. STEEL DESIGNATION W/FY- 02.2 IW (AFTER ROLLED). 9. IT SHALL BE THE RESPONS104.11Y OF THE CONTRACTOR TO VEIN THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 040 ATTACHED TO INSURE PROPER ANCHORAGE. IMS SHUTTER SMALL ONLY K ATTACHED To W&MM. BLOCK 00 WOOD FRAME OUKOIN". 300:83W/ 50 0,01 VELD STRENGTH AND 90 k* TENSILE STREFICT4 NO SHALL. COMPLY W/ FLOPIMA 91,10LOING CODE SECTION 241 3.4 to. C404 REGULAR STORM PANEL WITH LENGTHS OVER 907. AS KIT SECTORS 1, 2. 4. 5, 6 1 10. 30 & 4W ON 5 BOLTS IKBOLTS TO K ASTM A-307 04VWZED STEEL OR AS 304 SERIES STAINLESS STEEL WITH ot MMM YIELD MEHOTH. M 36 h SE SWErS 4. 5, 6 AN 7 RESPECTKLY; SMALL HAVE A LtCW AND READILY VISIBLE MARMANO OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PER OF HURRICANE WARNING, 7. ANCHORS TO WALL SHALL K AS FOLLOWS: It. THE INSTALLATION CONTRACTOR IS to SEAL/CWLX ALL SHUTTER COMPONENT EOCU WHICH RENA& IN CownNUOUS CONTACT WITH (A) COW= THE BUILDING YO PREVENT WIND/RAW INTRUSION. 1/4"t TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEX, INC. (Mi.. 1'e-3192 pj.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWINO PLUS ANY BUILDING No ZONING REGULATIONS 0 1/4 x 7/8 CAjXW ANCHORS, AS MANWAICtURED BY OEVALT INC. PROVIDED BY THE JURISWION WHERE POW IS APPLIED To. 1/4: 0 . 3/4 SOL*_SET ANCHORS, AS DISTRIBUTED BY AEI. POINT SCREW, BOLT & SPECIALTY CO. (han. rc-3000 P.ST) 13 (0) P05 PRODUCT CANLOATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROME WOMAnM #14-10 CAMELFEN" 9) A PANELMATE PLUS ANCHOM AS MMUFAMRED BY ELCO ODNS1RUC7TKw PRODUCTS. FOR A SITE SKO"C PROJECT; I.. WHERE THE SITE CONDITIONS DEVOTE FROM " PE.O� 1/4*0 ZAMAC MAIUM ANCHORS. AS MANUFACTURED BY OEMALT. INC, (b) CONTRACTOR TO K RESPONSIBLE Foot THE SELECTION, PURCHASE AND INSTALLATION OOMMNG LIFE SAFETY OF THIS PRODUCT AA) MIN AN EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/0; 2' FOR ELCO PANELMATE AND BASED ON THIS PE.O. PROVIDED W/SHE DOES !T DEVIATE FROM THE CONDITIONS DETAILED ON TM DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY, 1 3/4. FOR ZAMAC AIMUN ANCHORS. 1z CALL -IN at SOLID -SET ANCHORS SMALL BE EMBEDDED 7/8' KID THE POURED CONCRETE. NO EMBEDMENT INTO (c) TEAS PRODUCT EVALUATION! OCCLAIENT WILL BE CONSIDERED INVALID W MOONFIED, STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED DOLL K 1 1/2- LONG MO" SHOULD STU= EXIST, (0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORM REGISTERED 04WO OR ARCHITECT WHICH WILL BECOME THE NO 1' MROAN FOR WALLS WITH NO STUCCO. AND MAY K WADED SCREWS OR ALL THREADED SCREWS W/O WAD, ENOWIM OF RECORD (C.O.R.) FOR THE TRITIUM AND WHO WILL BE RESPONSIOU FOR THE BUT WITH WOO wjm. PROM USE OF THE P.LD. ENGINEER OF RECORD. ACTING, AS A DELIZATED 040MEW TO THE P.E.D. ENGIMEM SHALL SLMMff 70 THIS LATTER THE WE SPEOM ORWM40S FOR REVIEW, A3) IN CAM THAT PREICASt PONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS K FOUND ON THE EXISTING WALL ON FUM. ANCHORS SMALL BE LONG CAIDUGH TO REACH THE MJMN STRUCTURE KMWD SUCH PANELS. (0) THIS P1 0. SMALL BEAR THE CATE AND ORIGIMAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMALL IN AS MENTIONED *1 ALI) AND IN A.2) ENGINEER Or RECORD THAI PREPARED ft. (0) 14, $HUFTCR MANUFACTUREIR'S LABEL SHALL K LOCATED ON A READILY "SISIX LOCATION AT STORM 1/4' 0 TAPCON M04M AS MANUFACTURED By 1. T. W. BUILDEX. INC. PANEL SHUTTER IN AOODRD44CE WITH SECTION 17011-9.1 OF rLOIhDA BUILDING CODE, ONE LABEL SHIALL BE PLACED FOR EWAY OPENING LABELING TO COMPLY WITH SECTION 17094.3 OF THE 1/4' 0 . 7/9' CALM -IN ANCHORS, AS MANUFACTURED Of OEW&T. INC. FLORIDA ITILADING CODE 1/4-0 X 3/4- SOLID -SET A1404M, AS DISTRIBUTED BY ALL POINT SCREW. MIT & SPECIALTY CO. ICIION #14-10 PAWILIMITE FIEMMZ 0 AND PAWIMATE PLUS ANCHORS. AS MANUFACTURED BY OM CONStructION P folioul, t/4- 0 ZAIAW NANUM ANCHORS, AS MANUFACTURED BY DEWALT, INC 91) M"MUM EMBEDMENT OF TAPCON ANCHORS. MCO PAINELMATIM AND ZAwc MAILIN ANCHOR. IRO THE M FLORIDA BUILDING CODE High Velecity Zoned BLOCK UNIT 94ALL K 1 1/4*. (Non cane f1l 9.2) CALK -IN 41 LOUD -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT No 1%4,44 am "LAM M to. 7 24 GACE GALVANIZED STEEL STORM PANEL STUCCO SMALL BE PDbKM 1/4' 0-20 SCREWS USED SHALL BE 1 7/2- LONG WMUM SHOULD omm. AND I" M"MUM MR WALLS WIN NO STUCCO. -Lit GLOBAL STATE STATE T 9-3) IN CAN THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD 110AIMS K RI 01 EXISTING WALL TO WACM THE PROTECM Pmxjm U.C. IILIECO.Mc. 0444 20-175 ANCHORS SHALL BE LONG ENOUGH MAIN STRUCTURE BEHIND SUCH"Aw "4)M-M? AW-40PAOE SHALL K AS MENTIONED N ISI) AND too 8.2). 01 A _ 14,11111HIS C, PE avi/saffac/aut ANL= 4 *DWI$ _mt-1 Pl.=%Hw I W Is INSTALLATION DETAILS FOR REGULAR PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _9'ePOURED CONCRETE .-",= POUND CONCRETE -ONNOCRITIE 11LOCK CONCRETE a= *toumm. CONORM ANCHORS CONCRETE ANCHORS (SEE SCHEDULE ON- (SEE SCHEDULE MR SHEETS 9 "MOM 10) SHEETS I THROUGH 10) EXISTING POURED CONCRETE OR CONCRETE BLOOM 1/2- MIN=. at .p. Am'. CONCRETE ANCHORS som4cI OR_. SSHAEM 9 THOROUGH I .0 SEPAPATON SEPARATION TO GLASS. TO CLAM v am EXBTND (SEE SCHEDULE (MMU ON SHEET 3) PANEL LENGTH 54UT 3) (1111 SCHEDULE 'L* Mo. loan. SEPARATION ON SHICIT 3) ON PAWL UDWHI LENGTH I( BOIL` (SM SCHEDULE CONCRETE ANCHORS A..-:- ± 1•: - (SEE soMputz ON SHEET 3) SCHEDULESHEETS Awz ON SHEET OF 'L am. or 0 6 1/4- az MAX EL L6. Ej). Z 0 11,11r or.: 1. TD, am an ow CONCRETE OR memo CONCRETE am r,*;j!w; " IML W/ MIA REOUIRED. M rL L_ win 9 nats" 10) MI C ARE ONLY WWR SOLID " EXISTING, POUTED CONCRETE ALTERNATE CONCItrTU POLM CONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK AWA40RS CONCRETE BLOCK OKOLNM. ARE USED. REQUM. (SEE Saccau ON IE ON SHM-rS I THROUGH 10) MO-OZZ, SHEETS 9 rAvUG" to) BUILD-OLff Vpywtlma WALL. MOWN WALL MOU go 1, BIB MOUNT W�3 1; W!E3 -1; IMIIIN FLORIDA BUILDING CODE (Man High VieNtoofty i1wnlCaM Zane .44167 eLmILIM ad. 24 GAGE GALVANIZED STEEL STORM PANEL to MOWN a. NOT'FOR COMBMMN Or SECTIONS: E.D. EDGE DISTANCE 4STATE OF IL GLOBAL PROTECTION Mmm TLC. (SEE SCHEDULE ON TOP & BOTTOM WWN71MM CAN BE SHEETS 0 At 10) COMBINED IN ANY WAY TO SUIT ANY at E"Iw FL mi- INSTALLATION. (W)W-7VA 20-17S 1`0 OIL NNW 4 or to INSTALLATION DETAILS FOR REGULAR PANEL niINTO WOOD 4*46, 43j" wav KAM 174 _77- ALTERNATE 110 LOCATION ADW BEAM TO BE CERTIFIED Iff REGISTERED ENGINEER 04 ARCWM PRIOR TO SwmwLqmfm INSTALLATION. T IrOD ANCHORS ALTERNATE WOOD AIMCMORJ SEEEDULE ON SHEET I I) (SEE: SOW ra 0. van 1/41;JN: M M.S. W/ am at 1/4' --- --� _. . __Y.' ,.Y••3ola/ ans It WOOD ANCHORS; (SEE " I CPARA TO NON SCHEDULE /0-aaw SHEET 3) I OF! I'L.- On SEPARATION To GLASS. v 6AX. (scr, SOMME ON vim 3) MAX PANEL LENGTH PANEL UNGTH SCHEME TOR rAn w SCHEME on SHEET 3) ON SHEET 3) --At OF or q), 0 12 1/2- D.C. 7' OW "XII, wow REQUIRED WOOD ANCHORS 2-.4- WOOD Pk9L MEW= .maw ANCHORS (M SCHEMDULE da, SHEET 11) sow 11) CEHJNG AND FUM MOWMNIS ALTERNATME 3W SCALE 3/101- A SCALE 3/6-1' 4w Ban• ROTE FOR GMMA71ON OF 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. NO. 44107 FLORIDA BUILDING CODE (Non High Vvictally Hurricane Zone) TOP & BOTTOM MOUNT940S CAN BE DESIGN PRESSURE RATING (p.sf AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET iI I SMEOF •V)� 24 UK GALVANIZED STEEL STORM PANEL F.F. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC iW. A , I .0 f GLOBAL PROTECTION MMM Lit mD DENSITY OF 0.56 OR EQUAL A! ,NN'4 �.p 4wio!I am NeiTo" X.4 - I - A.A. W)MR-76M, owa. colOves-17117 Mot 20-175 OK"m ft PA,WALIDOWMOAIW9 101��,R, zl am I ow to -cu > 2 coa - cc 2 cn a W 0 -cu 0 C) 0 c = .0 U_ CIO cn 0 _0 M 0 > cn a) E " 2 _E ou c C/) c cv) 1 L) IN '7� a ca >< cc LL a. 'D C:) c N Mo ca -0 IN R W a) w 4- w _c LL E 0 0 Ill S y np .5 _c) E cc o C C) cn _iP, CD W CD -4-RIBIBIN C/) cu 0 L_ cn CL CL cu 0 to cu M LLJ z SHEET NO. SH 1R3 MSY�L�iWrt: �ItiulU L I II l iia lJ�■ 1 1 1 .(3) Q OR 1 LAAL Ir o ® famom NO K n KLa A . , \ 1 x ,�/x TwcoKOCKN CalIEt[ r a Yi1• LWDOO r1Y11T- POIARD (, 1 1 ,/Iti . 1 3/4• TIPCM - AmtANe oalmlaTE00 Dlr 1 NID,6R 6 n• o.F 2 1/r I= filled WTI tY awipm O.C. ! 1 r . 2• . AO• W ,M•N12 ttA LOCATION S NaEs 2. r r 1RA. W< L c,s M�. A". ANtAE oR -_..1 410. 310"161 IEEI Mullin Comomm Comcam Y X r X ,L 1_ 1 •••�-•• 1_ ,1tN1 AIUY. 6Nr PwE Q Na6wacwWa ri1• ro5o rN•4i a/o6 Nta eG 1 1 CPO AWK 1 2 W1/1.2• -O ,-; M2�' 1 ;TINS --------- -J MCA OAP 1/ . 4 o7x r/+,GINU Clad. 10� AWE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4*-1• SCALE I/PSI• SCALE 1/4•-1' SCALE 1/4•-1• _.._ .. �;t__i Io1D-111T OR CALK-11 1 ON am MNOHWE PNXIIm Eaww"6 „Wan1n T A o 1.S11 PCAWD 01( OOItC1BlE BIOOt eOTtOM t/A H9iE 1 1 a 214 wo00 1ME5 a aPOB 0 60+NXRE ON ttetn s - E PANEL rle WON MOK TW w41 ; 4 & ® AaMe Re'alMm IB APPtGCAwt I ,o • „) OPENING WON) CONCRETE. mGe'Itte ROWAMM1�1, ,• (' '"'� !''�, ." ;'��. RroItEBD 3•a• 11Dm 7NAw[ a/P As- ,MNUES 1' ® ,© OR� "V _QRrNR iiAT PAnONtYLIti to Mmt 1 WALL (lawn CRP END PANED X . 1.0.+DISTANCE 1 ••--- wAw»N CASE G (PLAN) n,l-wiA: °an a :1°D3L �E�CIiNs 'l'P WALE 1T ISNS,- IN • r m VALID FOR DIRECT MOUNT INSTALLATION ONLY a !L' CERTIFIED PANEL INSTALLATION AT WALLS W/ f N0. 44167 `: SURFACE LEVEL VARAATIONS WITHIN 3/e FLORIDA BUILDING CODE Non High Velocity Hurrikans Zorn I' CASE E (PLAN) CASE F (PLAN) o F 5TATEOF am St M NCR 24 GAri GALVANIZED star STORM PANEL I �". SCALE 1/4'.1' SCALE 1/4•-1' T`•, 1DR(D ::,�.� (VAUD ONLY FOR PANEL 101NSTA1/ATIONS AS PER ALTERNATNES 1W THRU 4W, ON SHEETS 5 k 7) IN%. AA.D. DESIGN RAAINC (P••HJ MAX" AW-40RS SPACING FOR E.D.. AS SHOWN ON SHEETS 6 i 7 APPLICABLE TO B AP,Y OF THEW MANMUM PpRtANEL t• (R-) TAPCON to BCRW POMICAITE FEW D PANEUAATE PUNS WOW BUSMW U• 13' it is, ,r 1 Ir -13' 13• it it IS (GOTOM) • 1/1 a 1/T 5 ,/r 0 lIr 6 1/r (LOP) - e• J - 8 Ile 12 1/1• a 11/4• w".•) on +196 e•1.- Ir Ir ,r 13' Ir Ro►) +45. -45 OR LEST Ir 13' Ir 13• it it Ir 13• Ir a lIr W Polls Ir 13, ,r Ir 6• 11 (80110M) 6 1/2• 6 1/2- 6 I/r 6 1/2• 61/2• (Tw) > 70 4 1/2• a• a 1/2" 5 1/2• - _ (TOP) ro4, 30 t0 1/x' 9 1/2• 12• 12" r (TOP) s• ,r ,r ,3• eta• lttl>rroN1) • SEE TABLE %1 FOR MAX. A-S.O. DESIGN LOADS A VAX. PANEL LENGTHS W!£N SPA(EROi IS I USED, CORRESPW NO ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. OESImN PRATING RESSURE (pHLt-) MADYUY ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 B 7 APPLICABLE MIAItMN PANEL �•,M (nJ TAPCON LAO SCREW PAIELWX FOAAIE ID PANELMATE PLUG "DID S■ap 1r 1r lr Ir Ir 111 it it 13' 13• r IPA no"aM) 6 1/2' 6 1/2• 6 1/2' 6 lIr ROM - _ - 6 1/4" 12 1/2• a I/P WIT;-) 5-- r 7 , 2- -- e e' OR 7 t e• e' � -M 3W leor1o1A1 J Ir T3� is" 11• SDP) +sa. -ALES TO + -75 Ir IY _ 13' IY _ir tr --- 4W (WOITW tr tr 13" 13" 10• W 13' Ir tr 13• 6 I/1• IPA (PROM) 6 ,/2' a 1/2• 8 1/2• 6 1/2• r 7 1/2• 7 1/2• - ROM - r-5• L81/2^ 5 1/2• r 6' - 30 (BaReN)1r 13• 13' S 1/2• ROM Ir ,3' ,Y 10 (eGTaA • SEE TABLE %1 FOR MAX. AS.D. DESIGN LOWS t MTV(. PANEL LENGTHS WHEN SPACER 0 IS 1 USED. CORRESIPCINIDING ONLY TO ALTERNATE 2W ON SHEET 6 !lISE.l1 A ASD. DESIGN LOAD IM PANEL 40 PSF OR LESS 8'-B" > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE UUALE ID OR PANEL MATE PLUS ANCHORS k W/o - ie(ptr1F44& 1/2' O.C. INSTALLATION DETAILS FOR UFE SAFETY PANEL (b INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4•o TAPCON .. ►OINIfe ,/4Y TAPCON_ _ POURm ANCHMII • ._.� OR ANCNON • r O.C. RCONCRETE [OIMLD. BI.OL% BLOOR LD.• ---. .. ....I 1 l t 1 i• MDA. 1 PANG IEIMTN (SEE KET 1 ON SAES 11)) L/2 n U04ieM POURSQ' E-0• %' I CONCRETE B W RECNMA, 1 te, Ils' oc 1/4ti MNEWNTE PLO,a__.-_: ANCHOR • 12 1) O.C. $EE 11Q11, to 6 /s FOR MC1aR "M a SPADD,C NOR IGMKLATON 0110 ODOR ~ @L%ARMa ,MICRON No= sovow Am Cori COO Dom= ARE VOWED ON TO SOECutL MI Co. LEIS THAN ICICOm ON 9O■Nt Amu AN13MR SMnA N MIATPLYN9 vvoo CORN oN soENnt N M POLUAWS, FACMW FOE M OPZWM TO K MUM ISIDAM WACNO O VAM IWD Miss TALL Nor WE LOB now WORM MYOPM 1NOMM FOR EACH ANOW W,N N mmm now SNIOS 00 3 3 3 3 1/2 ,1OANaaa1 i••NN Or Cal AORIL m eBB6Q RW M a, - O30 - -40 r _ -- 3 Itr- I LED.• CONCRETE KOM RECAVD. ANCIIOR (BEYOND) WALL MWKnN= SCALE 3/8-1- f 1 I 1 ; 1 LNgnw -(- Lf• rrwE1 LEnant ON SH CET 12) 1 � 1 I C I I . I- I i i RTDtat I FLORIDA MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.t.) AND C4l3RESPONDI14G MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INS ATIONS TNT 3 CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(1)INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 B 5) MAX. ASD. DICSICNI PRESSURE R� ►MAXIIDIM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW APPLICABLE MANNUM 1OCIM � (A) MAX. A3.D. PRESSURE �;' MAXPAN ANCHORS SPACING WR MN ED. PER SCHEDULE BROWA.CMP) YAIOMUM PANCL LENGTH (it) TAPCON SOLID -SET FIDANA• KPAMMATE 2ALMC-MAIN CASK -IRS TNICON souA ET famu xAYAC-NLN11 -IN m m a m col'am 10 OOP Nf41'IMON closm a nn,m. m +46� 45 LEm s u• ,r Ir , • ] , • 3 u• , • s , r1r u• , a._• OR LESS +40, 10 +0+, -ON t r ,r , 3 ts^ 1s• ,r tY 1 3 Tr tr to,]•,r Q Lna Ir Ir 13' fr 13• ,s• tr lr 1r 13" 13" 1 (60TmM) Ir 13• Ir IF /r 1r ,r Ir it Ir ,ru• 1r ,r u• ,r ,s• +3• ,r ,r 1r ,r ,r ,r (TOP) ,3• ,3• , • s ,r ,r s• n• , r ,r 11 1r 13• Ir 13" Ir 13• ,r Ir Ir 1!• Ir ,r 2 (MINIM) 13• ,r tr IF ,r ,r ,r tr Ir ,r Ir 11 1/2 2 (vanoM) ,r 13' Ir Ir ,r tr 1r Ir tr 1r 11' Tr 3 ('TOM ,r Ir Ir Ir Ir Ir ,r tr 13• 13' 13' , 1/2'3 (TOP) 12 ,/2 12 1/2 6 Ile s I/P 2 , 12 1/2 - - a Ile• 6 , 4' 3 (WrM) - - 2 1/2-12 1/2 5 1/4- 10 1/4- 1/2 12 1/2 - - e 1/P a Ile 3 (SOTCQ r r r a• r e• 7 1/x' 4 tTDP) r a 1/2' 8• V r .12 6 1/2• 8' 7 1/2' a' a a• r 4 (TOM 6' - 8' - e' - e' - e-•' - r - 1 (BOTIOY) B• - 1' - a• - a• - e' - 6' - 4 (90TtC0 ,r ,r ,r U• Ir Ir 13' I!• Ir Ir ,r Ir E RIM ,r ir• Ir I]• ,r 13' Ir Ir tr 13• �Ir la- If ff/2 (TOP) IrY it it 13" 1r 1r Tr ,r fr IF- 5 (BOTTCO IS' 13' Ir ,r lr 13• Ir 13• IS Ir 11 1/2 5 (BOTTOM) 1!" 13• 13' U• _1r ,3• _,r - TS" Ir la" iS• 11' ,]• 13' 6 (TGIF) 73' ,J' t]• I]' 73• f3' IY I3•� --13' ,r ,3' 0 (TOP) - - 9 Ile 6 1/4' 6 1/4• Isle - - - - 6 , $ 6 1/4. 6 - - 6 Ile 6 1/1' 4 1/4" 6 1/1' - - - - 6 Ile• a Ile a .•h tr 6' Ir 10 1 Ir Y ,-r_ r , 5 I/2 13' 4 1/2 1 >I,-6, 10 /4'-4' Ir r Ir ,r ,r 1/2 Ir a 1/1 s 1/2 $ , 2 - Ir 6 , , To r-6• tr 7' Ir 13• 1r 0 1/3 Ir o In 101/2 7 , Ir 6• , (BOGGY) Ir 7 i/r Ir /3• Ir Ir Ir IQ' T• r Ir e 1 I (BOGTCI) Ir r ,r to 1/2 ,r r 13• r 7 1/2 5 1/2 it 4 ,/2. 2 RTw) Ir S' Ir 13' ,r 8 1/2• Ir a 1/r 9 llr 6 1/2' +r 5 1/r 2 (TOP) �ir 7• Ir Ir ,r 9 1/2 tr 9 1/2 10 Ili 7 In ,r a //r 2 (a0T70M) 131 7 1/Y Ir ,r -,r 10• 1r Ir „• e' ,3• ! 1/2' 2 tBDT10M) Ir r Ir Ir it 9 ,/2 13' 9 1/9 /0 1/2 7 1/2 Ir 1 1/2' 3 RoP) 13, 7 t/r Ir tr it 1r 13, tr ,1' r A' 0 f/r 3 SOP) 12 1/2"12 1/2 6 1/1• 6 1/4' 2 I/r 6 I/P - - 6 Ile a 1/C 3 (BOTTOM) - - 2 1/2'12 1/2 4 1/4' S 1/4" 12 1/2 12 1/2 - - e 1/4• 0 Ile 3 (BOTTOM) r r e• 5 ,/r r 3 1/2' r 4" 4 1/2' r 5 ,/r r 4 (TOP) 7 1/2' r r 6' r 4' a' P 4 1/2` I ,/r 6 1/r r 4 RIP) a 6 a r S 1/2' 7 ,/2' 4( r 5" 6 1' 5 1/2 7 T1r 4 (BOTTOM) 1]' Y 13• 13• 13• o 1/r 1]• 5 ,/2. 10 ,/2 7 1/1' Tr 6" (TOP) 13• a ,/2' 13' IS• 13' 10' Ir to, it" 6" IF • t/2' a ROM 1r r Ir /3' 1r 9 1/2 lr 9 1/2 0 1 7 1/2 1!' a I/2• a (BOSOM) U 0 ,/r Ir tr Ir Ir Ir 16, It* r 13' 6 1/r S (BDI,OMj 13• 8• 13• ,0 , : tr T 13• 7• 7 ,/:• 5 1/2' tr 4 ,/2" 6 (TOP) 1Y a" ,r' 1r 13• a 1/r ,r a 1/2. 9 //2' 6 1/2• Ir s t/r 6 CW) e,/P e,/4 sf/4• a, 4• 614. 6/ r e(amT- - - e,p" e, e• ei+ Y14 - - - 61 P 6+4•e eel NIRT 11 Pox NAMES IYPE a SPAOEM FOR 26WUTW6 INTO 11001) FWA[ BUIDO 9. • MOWN **W S o"= AD vmwm OK OWN" AGE NOIOAim ON Twill so maL TOR E.D. In$ TWA ENaaEO ON SCHEMA "=a AIIC/IOR NV=o IN ,RIUeLwsa PA M Dow ON SCHEME N THE FDU~ WNW FOR INS OPaM1MN TO BE 0011911111. REOMm !MONO 00100 UOM FACTI1 FOAL NOT M LEIS THAN MWO SPACING 1401010111 IN 004 NOW TYPE at nO aweOAL 1/4••_1 1p14 slew 1/4w 1 1/4•• A/llela RIFE .. WOp1 HALO -SET 0 Pus 2ANs-Naw LNA-N Mes" ll Mo" SPA01M DTI.) 3 3 a 3 2 ,/r s 1/2 1A WAMOO O+I 3 3 ,/r r 3 3 I/r 3 Dormo PA3 RI>x 3 3 1/2' 3 try' a list A 1/r 4 09MM m■ ■WRNS FACTOR , T/,• aD o3A - - aw ,AO , - ,As ,Ca •• SPAC = ONLY VALID WHEN +,,RACER IS USER. SEE TABLE 01 FOR MAX. A.&D DESIGN LOWS & MAX. PANEL LENUM WHEN SPACER LS USED, - T.oLF a, A A.S.O. DESIGN I = NPANEL LD 40 PSF OR LESS 6'-6• > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF W-10" A MAx PANEL LENGTHS ARE ONR VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS R W)SPACER AT 12 1/2. O.C. 15 1 ] MAX . .. _..__..._ _. ._. .... ... _.. _ ..R�•-i /13. R-2 (SEE SECTIONS R-33A/14. TERNPiNE9 ON sN[YT9 ,a 74• R 18M�%1 S. Rn�W/76 =11 .THIS ---- r D.M.,©. �' +' NMI- OorO 0 I} 0 0 0 0 0} I 6, .________________��____•___�__-_�_�----------_-----_---- --- - I ; ! 1/4Y-20X1• SS BOLTS t�,© I I ' L/i Y• j I ` (USE FOR PALL tEHN01H j j , j PAr@l L[N01N OVEII 7 -B» (1) REGUI PAWL 11 r-@• •}1RGULR SORM PANEL a40.0. -Ia0 P.I. I (w/ 17YER{/IP MaD PAIR Lt3167H SOLI) { LIFE SAF PANEL - - - - r-a• • +Sao, -34.0 P+.1. St (111/0 OFDNAP MID PIWR LLNOTH *CL» t t A jj 1/4'P-2oNf - - - - - - - - r - - - - Y USE 2AN ALL MOUNNITRNatENQM 91 I ss. eoLGs W f y ; t AT E k j I , I I _ I •_ 't ' j2'f FioiiaiES�xf $TLMG - - � I ; '-'IISGTION 0 LIFE SAET( a PANEL 9oTr0Y OORHrtRS O I. wm NUT O'^D _ �J I I' 1 NsrALLAT1orIs o111Y orO iOLaLES12Ea .N 1 VM AT 3' WUt. 3• WUt� 1 VALID FOR WIND (SEE SECNONS B ALTERNATIVES ON SHEETS 13, 14. Is R16)— ..---- //4� AEG UP ro 17o m.P.N. I• MIN. R-1 13, R-2A/13. R-3A/14, R-10 /3. R- 13. R-3B 14, I• INN.! j R-1Aw/ts, R-2AW16, R-SAWTHIS R-iBW/1S. R-2BW/15, R-3Bw/1B. MAX. OAP LIFE SAFETY STORM PANEL In ELEVATION (t) rA�) REGULAR • SCALE 1 /4•.1 STORM PALL CAP:.m( ------- '�j W61E'0 LNWI� i� ' STOW PALL ------------- mAIL As v,. ' ,p i e-_�_.___._-- en�t"--..._ ---_...__-----_.- •.��-�-..-� .ace' -=`=`----- - _ _ � =JeT v -. tf � LIFE PALL- : TA FLORMA BUILDING CODE Non fth Veloctly Hurricane Zone . 'i4" �ORID►' ..�4cQ •Ma alma PMFA EXTiBlQB.......... ss� .... . _ ILTTE C O IIeB. 24 GAGE GALVANM STEEL STORM PANELS ,LEAN N: GLOBAL PROTEm N PRODUCTS. U.C. on.. SECTION A —A 4IM r. u u SLUE 1/4".1'� Ar. •I, r ,.� a 3N. �+. -INN 4„-NN ti , 1Y1-w, a Pcw. (aatHes-7NL FALL taMX4N-In7 20-175 AIR= A�0now 1Wf71'A. "t1021g.• awwe r . sawn N II t• wX. !• PANEL LENGTH 1N OICE1 - 1 e• t_. PLATE RMon Cogs t. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATINGS 1. AND PANEL LENGTHS AS PER ELEVATION ON 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL. t• LAD.. PANEL LOWN (ON 1SEE RQ 1� 11 4•1 TAPCON AIIO/IOR • r O.C. PLATE REOUNm 11;,. _ ILL 41 - 01 _wi 'P17T;ILi7TII .t .• .II .[WAWA r%iw . � (ftE EIEVAiION ._.._._,._ ON SSE, 12) I Y H 4"aL (VALID ONLY FOR PANEL (D 0WALLATIDNS AS PER SECTIONS I THRU 6. ON SHEETS 4 k 5) MAX- A.S.D. PRESSURE RATN ; Mk%U M ANCORS SPAC6101 FOR ON L0. PEW SMMU NUN III AAPKKANIL APANEL YAMI11R1 Zoom (ft.) WAX. AS.D.. OEM PRESSURE ANIM � I-) MA) MUM ANCHORS SPACM FOR IRS/ LO. PER Sp.CLAL BELOW APPLICABLEDESIGN To / ♦ANT MIAXRNIIR PARR LFNGTI4 ft) TAPCCN eCID-SET R R� lAM+G-NA4m —70 GlX-N TAPC011 SOLID -SR PWS xAM,C-WEN CNN-N m m m m m m THU m m commg m m m o >to•+ +7S -75 ,r it, Ir tr ,r ,r ,r ,r 1r 1r /r IV 1 V_r OR IEts +71% -75 To +tfe,-1fA5 Ir S. U" 0 , Ir 6 ,/2 tr 6 1/x 7 1 6 T Ir 4 1 1 r-41 OR LESS Ir 11• Ir Ir Ir ,r tr 13• Ir ,a• ,3• 1r 1 (e01TCQ Ir 5 1/2• Ir 13, Ir r Ir r To' 7 ,/r tr r I (WAN) 1r it, ,a• u• rs• tr u• 13• ,s• ,r ,r tr : Mn ,r r 1r to ,r 1 1 /x u• 6 f /r 7, /2' , a /2' u' 4 1 /1 1 (Mn I 11' ,r 13• ,r /3• 13' Ir tr ,r Ir to' 2 (10110N) Ir 7• Ir tr 1r 9 7/r ,r 9 1/2' 10 ,/r 7 ,/r Ir 6 llr 1 ONITTOW) Ir it- ,r Ir 1r ,r ,r 1r 13• it 1r Tr 3 (TOP) Ir Y Ir Ir 1r 9 ,/r /r B 1/2• ,0 1/2" 7 ,/r U' 6• ! Mn 12 1/1 12 1/2 0 ,/v -rile 1-2-17F.12 1/2 - - 6 fle 6 t/e 3 (WnOM) - - 2 1/2 12 11r.6 I/e 6 1/4- 12 1/2' 6 I/4' - - S I/e 6 Ile 3 (INOTT011sl a 5 r r B' v r e 1/r r r ! 4 1/r 4 (TOP r r r e 1/2• r -6• 3 1/2' -- - r -i' 4• 4 t/r ]• 6 t/r 2 1/r 4 ROM B� _ e• _ 6• --_ e• r e• - r - 4 (6 7w) . e• -._ 6 ,`jY - _ - S +/2' - 7- Ir _ ,r13' 13'T 1!• )r IS' ,S' 13' 7r 13 f0• 5 (HOP) 1Y I ,/2• -7• IS" 1r Ir 9' ,3' r /0' 7 t/2' 13• r ROM -1r ,I• Ir Ir Ir Ir ,r ,r ,r ". 13•_ --10'- 5 (eo,TOY) Ir Ir Ir ,r 9 1/2• Ir a 1/2' /0 1/2 7 T/r Ir W 5 (SOrTOM lr 11• Ir Ir 13• Ir Ir it tr Ir 13' t0• a SOP) Ir r ,r 10 1/2 Ir a 1/r tr 6 1/2, 7 1/r 5 1/2• 13• 4 1/2. 1 SOP) 6 1/4' 1 Ile 6/ P 6 1/1" - - - - 5 1/4• 6 l/e 6 (BOSS- _ 6 1/4' 5 1 4' 6 Ile 6 1 e 6 1/4' 6 1/4' - - a 1/4 6 s 4. 5 (ldfT.- Ir 7 1/2' Ir it Ir Ir ,r 10' It* r 13• 6 1 1 >S•_r TO r-r ,r 5• ,J• 10 , Ir 6 1 13• 6 , 7 1 S 1/2, ,r 4 1 , >6'-r To r-r Ir 7 1/r ,r Ir Ir to 1/2 Ir 10 In ,1 1/2• r 1r r I (80110N) Ir a 1/2• 13' Ir Ir r Ir 9• Ir 71 Ir Ir , (BDT'I 13' 7 1/2' 13• 13• Ir 10" 13' 10' ,Y e• U' 6 1/2. 2 (TOP) IY S• IY /0 //2 IS' 6 1/Y /a' • llr 7 Ile 3 t/r /S' 4 1/x' 2 HEIRS Ir 7 1/Y +r Ir ,r le 1/2 Ir 0 1/2 1, 1/2 r Ir 7' 2 MOTORS) /r r IS• 13• Ir 9 1/2• ,r 11/r 10 1/2. 7 1/2• Ir 6 1/2' 2 (BOTTOM) 13• 7 I/r 13' 13• ,r to 1/2 IS' to 1/2 7, , r Ir r 3 ROM ,r r Ir Ir lr 9 1/r ,Y 9 1/2• o I/2 7 I/2' I3• e• J (RIP) 12 ,/x ,2 ,/2 O 1/4' a 1/4- 12 1/r 6 Ile - - 6 1/4" 6 Ile 3 (BOTTOM) - - 2 1/2'12 ,/2 6 1/e • Ile 2 1/2 6 Ile' - - a //4" I Ile 3 (90711N1) 7 I/2. 3'Ir r r 7 1/2' a a' 4 1/2• 6• 3 1/r r r 4 R,3►) 7• 3' r 5 1/2• 7' 3 7/Y r 4• 4 1/2' r 6 I/r 2 I/1' 4 ROM a' - r - r - r - e• - 6' - 4 (aOTIOM) r' - 5 yr - r - 6' - at - r- - 4 (SOTTON) lr 7 1/2' 13• 13, 13' 10 1 Ir 10 ,/x It , r Ir r S RCP) Ir 6 1/2- ,r ,r ,r 9• Ir r to' 7 1/r /r r 5 Raw) 13• 7 T/r Ir ,Y Ir 10 1/2 Ir 10 1/2 7 , a• Ir 7• a (eotmLQ 1r r 13' TJ• 13' 9 1/2' ,3' 0 I/r 10 1/x 7 I/r ,S• r 6 (BOTTCQ 13• 7 1/2" 13' I3' ,3• 10 1/2 13• 10 //2 t, 1/ 6• 13• r Ir r /3• tr a 1/2• U• a 1/r 7 1/2' 6 1/2• tr 4 1/2' 6 (TOP) 6tPe,I'et1• e1P o--914'• 614'6f 4'674.414• e1/I'e/4'9 BOT.- sm am 11 FOR AM MRs T"t a tPNAM FAR 1WMYATMM NM MO MM $LMAKMa • MPNIM ANCIRM VAC6ai AND NWOIN LOSE ONVAM NCR INDICATED ON IMB 101mOL NO Ea LANE TWA ISCARO ON SISMILE RED" ANPMR /PALf10 N IIILTPLTND SAFMO OMEN ON , OMU N THE FOUNN9 FACTORS. no Ties OPOWON TO K POSWJ %tMO SPACING =TMRC Mo rAOIOR WIV.L Not EA 1E11 ?1" MOMIM M"In IDICAim FOR EACH woe*" rME ON ILO aIr11AL mom TM ,/sw tpw tµw I 1/sw 1/41. 1wRIN •AIa6n LYNo-4NIM `Iles wu-w WW A AIICIal1 1NAI11ND LPL) 3 3 3 3 *,IT A ,p Nye PALS A 3'A- r 3 3 sw 3 6or"Mota1 IQ 3 yr 3 ,/r 11/A 3 ,/r 4 AM" Lf>l■ WNW FM MR r 0.p 0.1E IAO eA1 _ •• SPACINGS ONLY VALID WHEEL SPOOFS IS USED. SEE T 1 FOR MAIL ASD- OESI014 LOADS A MAIL PANEL WHEN SPACER 1/sw TAPC01� ANCIIOR � 9 O.C. 1/4•• TAR ANCHOR 0 7A1<6.N1!L A A&D. DESIGN LAND VAIIIIIIIIJIM 1PANEL 40 PSF OR LESS 6'-r > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF S'-10• A MAX- PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/SPACER AT 12 1/2" O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ___ AOSTINc Pou1R.'D f/4•P 7 _. POURED t/a•6 TAPCON,-„._. O.C. '"j 1 .C_9.t1.C�E7E oR_ AHCMR 4► 6 ae. I j'-. OR AIaNXR B r o.e. ' I oa,,, t1D1 r.4•f 'I I 1 1 'L• E1oX. I { )NDL ON L. R 6 _ •PANS IEN07H 12i 1 1 SHEEEE T 2) ON SHEET 1 TO OIABt. I 1 I 1 L/2 F_.D.• I Los i1.4 � i✓ go t , • I ,Ar m s/4• . _i ' . ___i__._.J H_-- 4) _. 1/4•P 1'APCON L1/4•0 TAPCON MMNDII • r 0-C. Al1C1IOR / 9' D.C. CONCRETE OR EXISTING PORED CONCRETE Oft -'L`OPoCIIkTE euxN NEOLNFED. - RETE Btocx ILOUM. WALL MQUIlITININ WALE 3/8-1- SEE SIAM 15 a /e TON ANCHORS AOIR TWE ,/P• Nlmw TIDE A SPACINGFOI 045MAATOW Nto M3MA1. mom sells" P•J 3 wm FLEA[ OULDO e. MNUM Aloom 1PRCNo1 no MNNENRt 4�NM �OYIs11U 0..1 HN,w,NP•H t�By, a,) 3 m0E SBUME All NW' Tm 01 TOM SCHEDULE. IN LG- LM nIN1 NOIGTED ON SCHEDt a ORD= A COMIC rot" , N-IPIYrM 1PACNa /MIN - SCHEDULE N THE FOUO■M rAcim A116L (Let eBeS■ I)Tq) /Ap I ,/r 0.10_...Am FOIL THIS OPLV MN m tl at PONl. NmIA7m OWCPB ONUIED up* AlICR10R 1,TE II lte6 BCIImIAL 'Ir IFE/111/1, 1��011111K= Ft1�i✓WAY r�rr�rr,%iA��i�a GLOBAL _ � � da I .. __.__ = .. 1.. - d G 9 10i11 PO TT 1 e r� I I I 1 M I / 1 u { 1 t• MAX I 1 V U04 N - .I I PANS imam (NEE EAwr4N A I. 6- PANEL lE1MTN SEE ELEVATION ON 9 W 12) _ I _.--i ON SLEET 12) p MOB 1 1 I 1 i r I I j ED.• % EA• I I 0 (_ 1 -+ ; EG ,�//4 " "" YS EO -1x HMI ,LL Oi $ W lcan � • u IV. 6o'a • n , ae. f/4•0 TAPOON 'iAIOiON • e• O.C. AI4CIKM / r D.C. "_L Dorm POURED CONCRETE ON CONCRETE '•_. POURED CONCRETE OR Sit.= NEOUIRM. R►. BLOCK REQUIRED. WALL MOUNTINGS NnN- SCALE 3/8.1• INSTALLATION DUAILS INTO WOOD FOR UFE SAFETY PANEL STRUCTURES TT r -- _' HICWER lc MEAGER -. 1 4Y TAPCON I 1 4'• TAM! O.C-x , 1r '` / 9' O.C. 1 1/2 '/e , Ile I I I lIJ EXIFYIN i , .was' ! CLASS [- 1 N:. : .:_ YA-:-,.:, / p ri'mPANEL _-_. 1• WX. UENM =_PANELN ATON �...._ csrE 1 ON SHEET wAl'1R1N)1 TO CLASS. 1 f 1s1 tl 6 alAsa. I I PLATS 1ro00 1 -'_ :Lice ll i REOUMED 1/PP PANEEWTE PLUS REQUIRED I' r I L'a._ .Iles PAIMMATE PLUS }} FNCIDR • 12 1/2 D.C. f 1 1 i , ( ♦ " 7 i l I9NCNIOR 111 1/r O.C_ WALL_MMJNTINM score 3/4.1• Y• 1111/tINAF Ep A_ TI((ll �TFY,.... •, ✓9 •E SAFEiif PANEL' 1. PISTAUAT10N ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.I.T) AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 167 *? STATE OF �e'!F• !TICS �... S/OIUALFrmwu FLDRIOA BUILDING CODE Non Wgh VoWaffy Nu 0amT1ii" MC. 24 GAGE GALVAINMtD STEEL STORM PANEL iL�BAL PROIECTK)N PRODUCTS. U.C. IL E C O 1Ne _ one Zone F.P. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TO BE SOUTHERN PINE No _/ ANNNNNIwIIHAs /7V %Nr PIMNT ION)7ap'FI�R. p64)Elsa7a 20-175 MEMBERS 2. W/ SPECIFIC DENSELY OF 0.66 OR EOUAL. : iIw IAw w 4w. n1i MI aR,Irw Is, PL ,a�7T*, PL mmm is or ,6 N cn U N Q. .� O N C Do- (13 O '� O•. .� 0 cn 0 E. -2O C O 10 t/) 0 - 4— cu ;>O An a)1` O Q c- (� .� �� /�/�� v ,F Q a z z w J 0 4-0 1__ 0 0- m X M LL a O �- M O (ti U N Y c W N N �� Q Q c3 cm N U N s N M M 0 O M U +: >] 0LU .�, is cu O L CL cu O ct ■ NIP, LLJ Z Q Z Z Q J a - SHEET NO. SH 1.4 .. .:. �� •,.11 v4�11�.. ..ilr� l..l h 1. uL� I l ,'.� EZ1/181 EZ/W/18 AWCHM (-------- --..�... (SEE SECTION Ul • ALTERNATIVE EZIW ON SNFR 'I• MNL f� aI il- Ifn.l ,_T(sm "M 2) _`CYW`C7 9 NOTE 2) a(D i I I 7 PFAI PM[L I -1'Ir-T-7 -.. r - -11-r T-r-T- 1 I (END PANEL) 14 (NITEROR PANEL) (IMTERgR PANEL) (INTERIOR PANEL) (END PANEL) nVAX SEE NOTES 2, 3. 4 I I r ! I SEE NOTES 2, 3. 4 i vex. LEN I • I I _. - i I�1tr`Ty7I) PANEL 0.0 pM • { TED PANELS W/ i/N-1A 1' _�•___1EAL OVERLAP c�ll 11_l«EBOLTS W AS •, or IL MAR. JJ_L JJ_LLJJIILJJ_L� J1LLJ LCL1J111JJ_LLJJ1 LJJ_L1JJ ..____3. J • • • e • 7 ..� J' Ym ,1SEE/T E�1� SEE __.. L .r J' YeA. 'NOTE J MOTE 3 1' NN. ANCHORS ---- CM SECTION Ell A A7ERNATRE EZ1W ON SHEET 16).-..-. ...- EZ i /18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL M SYSTEM (j') AP SECTION A -A �N„99N9.91NN„�p SCALE: 3/32'-1' -..'I�•lEA_A:71wT ENGINEERING ENOINEERINO EXPRENSO PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17NO-1 - R2 FX Project Number: 20•31543 Pnad ct Manufacturer IOU American ShiMors and Glass Manufacturer Address: t54O Donne Roo Wag Palm Boach, FL 33409 Product Name 6 Description: 24p Galvanized Steel Storm Panels Uwp MW* Impact Resistant Scope of EvaluaWn: This Product Evskotion Report is being Issued in accordance with the requirements, of the Florida Depemnee of Buawoms end Profe=WW Ragulatlon (Fbrda BtdkWg Con nWWon) Rule Chapter 91(i20.1005, FAC., for statewide avosplance per Wthod 1(d). The product noted above has bow aided wWw evslulW as Summarized heroin to show compliance wile, the Florida Building Code Seventh E[INI, (2020) snd ls. far the purpose i terldad, at lase equivalent to that required by the Code. Re-evelitabo I of tide product shell be required folkNMng Pollnent Floride Bdlrtrg Code nod) cabana or revision{. Substant/ating Dab: . PRODUCT FVALUATM DOCUMENTS EX dewing 020.31543 NW '24gs GaNsrlIsed Steel SBwm Panels (HVHZ 8 Non4fMZ)% shank 1.5, prepared by Engirwering Express, signed 8 sealed by Frank Sennardo, P.E. Is an integral part of this Evahnson Report. - TEST MPOM LkWornl sla8c stncacal per/omrna has been lasted In accordance with TAB 202led standards par teat report() PST-A80.17-001 by BWxkwatar Testkg, Inc. Large missile Impact resistance and oyctic k]sdng perfomlance has been Usled In accordance with TAB 201 and TAS 203 test starNNrds liar test report() AST-MG-17-001 by BkdcvMw Too**. Inc. Structural eegbeselog alcukBals have been prepared which evaluate Me product bseW on comparsOve and/or radonal analysis to quaff The following design Critelli: 1. liaxinem Allowable Spens 2. Mlnbram Allowable Spans 3. Minknum Glees Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 108, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TIANOENCINEERINGEN►RESS.COM E NGINEt RING EXPRESS. CON <Nlma" . VtlNlW1 Veaa 1 J _tna IiI h �.n •A t-,- . -It . -Y RI � v, am ►, O INtr' 1 ixTr•, h', IIn' :h:M).J l4 rn,, TLw-r•"'il ...lTT •�I1MA, N1111.1M11� NtANI N.-t:111n1 � IOHtI,: I1 M� • yy :- 4) . V. H-; I!-C M P: CJU r LIK L/ t L:AAI71 _,iuir7; _7 y W1 r:.l f6T Ma. N,�,fIL a:4i :<rs. NAYiI.-:J+r. Yr[rJ::a IYA:IV L-A •'1JNL ' IAN:A/II.II!(:I NLNNI W:I IIIN I •` nx:ar' a llC.`ALL aAl ru Ij YILL.Nr1.. P.lh_!:H I Alt CL 1i 5C :I,T.C� 1 At. I "�i_i 4.r m a rr.. car. ray .. _. 1•LIIUi D WAa M � I III IININ MfAINI N ('ININ '8 LAST PANEL TO 13E INSTALLED AT EACH OPENING SMALL ALWAYS I PROVIDEDHIWDIE TO FACILITATE INSTALLATION IF INTENDED TO BE iNST FWOM INSIDE OF STRUCTURE. NOTES : '(1). L ' E-Z HANG STORM PANEL SYSTEM a Cont. TRACKS TOP k BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP W(I)SHALL 8E PR06DW AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNFCTION SHALL CONSIST OF 1/4'4 20A3/4• M.S. W/ 7/6•03/32• WING NO OR 1/4'0R3/4' Min THUMBSCREW MID TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT ETHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. 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 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATOFL t NSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. FLORIDA BUILDING CODE (Non Wall VoloaNr Nurricam ENGINEERING Page 2 of 2 All American Shutters and Glass - 24g6 Galvanized Sled Storm Panels NO 33% ircre In allowable stress has been used In the design of this product. 8ep-rid, n It, in glabng M not (stpYnd for Installstions outside of wild zone 4 and essential focWJn. Impact Resistar►ce: Large Impact Resistance has boon demonstrated as evidenced In previous* listed last reporgs), end is accounted for In the erglnesENlg deep of tide product. UYlnd Load Ree/stance The product has been dsigNed to remit wind kieda at Indicated In Me open schedules) an Mr respective Product Evaluation Document Qa. englnselftV drawing). Installedon This. product shall be WAUW in strict cornpRance with Ito respective Product Evaluation DocumuN 0.9. anginsadng drawing), slang with N componeeft noted therein. Product comporeents shell be of the rtrtallal ePelad In UIal f 's respective Product Evaluation Documan Q.e. engineering drewleg). Limitations sit Condwons of Use: Use of this product Shen be in 1trK1 accordance WRIT the respective Product Evolution Docunwit 0.9. wOneerWg d r**V) as noted hersin. AN supporting host structures sin6 be designed to resNt N superimposed IOade and shell be of a newel Mod In this product's respective anchor schedule. Hod struckee oond ftm which are not accounted tar In tthi�s.p{r,.odwWs respective anchor schedule shall be designed for on a s-spsdlk bask by a rogWbwW PVM$Ii .nw a"*-. p AN comonenr which w pwnw9sEN* IElatased shad be probctad apaslst corrosion, anterEarnBon, and Neer su1d1 damps al N times. This product has been designed for Los within and ohdaide the NO Velocity Hurricane Tam (HVHZ). Respectfully. Nt N TRY IS "fie • auvlN , Frank Bernardo, PE ENGwERR10 E)QPR8880 NPE0046349 I Cat Auth.9883 160 SW 121" AVENUE SUITE 106, DAIRFIELD SIACH, FLORIDA 33442 (954) 354-0660 1 (866) 396.9299 TIAMOENGINEIRINGExr RESS-Com ENGINE a RI ND EXPRESS. CON r :a n, 7lJ Ni \l tea. L LL i aNn roc ' Ta5.1•rtI'I i I a. .1 8 M-N)-Ily Va'llvf :•:,aY_ L. NmxH, ALLaH',: ., IVi :rl AWIJ•r in, claNlamooANouNr7cplox a N tor, n vhl_ AI _W:'I � ' <e 7.tv'aYRIrvAA: t w.�, ru.TNaw vM'rvrr, •;i-: uA:riaahrnw•aT�r- /%TINE M:1 U.M WI..IrL. Vr I':� • N,17':Y.'-:!1'i, ': ErE'FT';. a�14!ir ei4°wl -'+- riv si i•w ii ::. NLIaLA:: 5 tern? . Mu '.cull: <T Yr.IrBAR 141.11 Ic 1lY.lY er FTlAa.rol /TT_/y�_�. w•� vn N OPT HK t0 Y OJTAi 11211111111, INSTALLATION DETAILS FOR SERIES INTO POURED CONCRETE. CONCRETE �D 0.' 2000 E-Z HANG BLOCK AND WOOD SMRM PANEL STRUCTURES ..-3/{ 0 TAPCON CONCRETE BLOCK / .,i ANf7101! • tr O.C. 1/4Y TAPCOII �/ i• TACT• FBI HEAD TEN WOOD ,�11 T: 'i �! 14F7• NO WAD TEN ANCHOR 0 12. OF. ^ 64• FROM REOIMR.D ^ 64• FROM 1 WY -an• -.�1. .. _ �. _ _. 4. 1 pBan r 1/IY-all• * 6 �BAa1n r4� E - -r 1 �I 1 r B T• 1 1/2' 1 a 1 - 1 1r1 F9E�a I• WA. I 'e r,, FI ar O L i 3 IrY """y�ALIAWNUM POP --SEPAµ71gr Enstx+a I I _. _ 3/16Y i1lUYN1A( POP GlAtS i RNE1 1 To G� e {/�7�� RIVET }V�•+r-or .._...-. 11F1t • .._...._. _ rk%xM 1 .. 1 PA/EL IiNC7N L + B0.T! E ^ i _-_ ___ ... __.. .. _ .I + - 1 PNKL LET9OiM '! Aff ■ a ar E e i' min. 1 SRARR I OLAU. 1 'ell-20N2' �--SEPNMTId9-- TO CLAN.i 1 I boxTO a V B 1 a 1' I a E I/3 E. v 1 i. 1--'�•r~y ( I r �� , ` I ` i'I t , I (j4Y TAPCON ANCHOR • 1r D.C. 1/4Y TAPC0/1 pa p ANCHOR 0 12' O.C. , 2 .4E WOOD as • CONCRETE OLOCt REOUMM. ROaN1E0 SEllf�ll� r SCALE 3/8-1' ALTTERNS WALL 1�111 SCALE 3/8-1" / ACTIN 3 � " •• r MIN. PANEL LENGTH SMALL BE 2`-6" �GENSe O, NI a AT ;• amri1aDD. ■C FLORIDA BUILDING CODE Non Iligh Volooltv Nu Gone tom r1r. GAGE GALVANIZED STEEL STORM PANEL we'" E,. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING ♦/- 40.0 P.B.P. AND $'-0" MAX PANEL LENGTH. * * STATE �+' . GLOBAL IL E C O llEe. GLOBAL PROTECTION PRODUCTS. I.I.C.IME,C. 'Wm , 2. FOR NEW WOOD FRAME WOOD ON,. LORIO ,. e 14ro se.. sIeDT a.If. ti MEMBERS TD BE SOUTHERN PRNE No 2, W/ SPECIFIC RN PINE 2 S';/ ••E� n,,� 1r11 r IAINP6 � , Ple m_y.y ti I P14 W.-.3N -ift .N I-' 11191e, (M•)fBB-Tees TAR OBrKr-rN7 2O-175 DENSITY OF 0.55 OR EOIIAL" N.Ili1 "'+ r"•"'-' G1-000671r arc 6w DMel10 Nn IMNB V}MrIRS./OAR tutu A -.4 P1[ al p. OHM IB of ie ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONK TYPE AS RCH2•D) SECTIONS -{- OPTIONAL 01 0 STITCH 6W5 WITH WASHMD WINGNUTS FASTENED 0 APPROPRIATE PAN TABLE) s Mg Pun view 5 �nza� Ro156` ge RI�nZ l BOTTOM MOUNT ♦I (COIN TYPE ILS REQ'D) MAY BE AT 7 0.779' a BOTTOM ` 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT LITHIUM (CONK TYPE NAB OV e PO,D) (SPAR CTION TRl1CTION) k(AS OM N� T J g } Q'D) -o6sTRlcnoN FO (LOCATION MAY VARY) 10 TT(X... P MOUNT ¢� N TYPE MET BOTTOM MOUNT (MNN Lmax TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) PANEiS MAY ee NLtt[HED AS REQUIRED, OPTIONAL W'-2D STITCH PRONTO®THAT CDNNECTIOMS AND BOLTS WITH WASMERED ANCHORS ARE 115ED WHICH SATISFY WINGN TS FASTENED 0 SPANS ABWE 6 BELOW OBSTRUCTION. OVERLAPS 0 MI D'PAM (USE 4PWa"IATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 21CJ1UG! ► ANELS MINIMUM STORM PANEL SEPARATION FROM GLASS INVHY WIND ZONE 4 a ESSENTIAL iACU1N5) A4ANWUM DES ON ALLOWABLE INSTALLATIONSLESS INSTAW TONSGR EATEN PRESSURE SPAN1l-)THAN 301 ABOVE GRADE THAN30 AeOVEGMOF PSF 1 1 •/-30 1900 M •/4D MOM 130A W ___ 606M 6.06 N. 716M 2.161n •/�' 130.01n 606 M 2.16 W 1/•50 f 130.0I1 6.05 In 2,160 •/'SS 106.EM a00n iisn _ _ 1CN LOAD B PANEL FASTENER SPACING G ERMINE MAXIMUM ALLOWABLE STORM ► ANEL N. SCHEDULE 15 ACCEPTABLE NOR USE WITH ITIVE LOADS LESS THAN OR EQUAL TO ATM DESIGN LOADS. PANEL FASTENERS ARE STUDS USED IN ,)UNCTION WITH ALL MOUNTING EXTRUSIONS -TRACK. STUDDED ANGLE, ITC.). USE 6.2S' PANEL FASTENER SWUNG TABU VALUES PC H'- AH"r-HEADERS (INCLUDING BUILD 0 IDITIONS)• r 9s ° • MAXIMUM ALLOWABLE DESIGN PRESSURES: " " '-0Y T' y 4Iasi15H AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES (� POSITIVE AND NEGATIVE OESIDHMpNAL1PLRE95URE5 CALCULATED FOR USE WITH SYST,. PE0. ACCORO,, E n SEPARA E NHS IN WE'I.T OOYERTQ((�ryppDpe. REpt1IRCNENrB A6 V 1 U' 1l ' � •0• DETERNiPID IN WITH a6CE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN NEGATIVE 00. EQUAL TO THE POSITIVE OR DESIGN PRESSURE CAPACITY VALUlS USTlD HEREIN FOR AMr >r', y '� ASSEMBLY AS SHOWN, GENERAL NOTES: C THT6IIIWII CATiONBNpA9 SEEN 111111 AND SHALL (SHALL BE FABRICATED IN LUSE "O" µo {Oi ITlWlf MVHz�ER 4 IKEVENT EDITIONCTM((]TOm)AKiN "N oUTSiD A6201. 202 AND 201 TEST PROTOCOLS. CONTRACTOR SMALL INVESTIGATE O 7 NO 311/7C INCREAFi! IN ALLOWABLE 67RE■5 HAS REIN USED IN THE DESRON OF THIS SYSTEM. ). THE ARCMITECT��NGINEER OF RECORD FOR THE PROJECT SH W;RPONSMLE �% SUPERSI' IRC{UR! WRN WHICH TNgq11 DeS1GN 1S USED LL FOR THE INTEOOTY OF ALLSW/I,MTfNG SURFACESMTM]S DE6tGN WMl01 •.) SMALL BE COOKDTNATEO SY THE PEIMItt2NG CONTRACTOR. 0 4. SNAMTE'STT[•SPnRrCp.EA.ED[NGLNgIERWa SMALLS!RA[NpU2REOIN ORDHEAEIN.�CONTTAIATE CT THIS FROM16 FORALLTERRNNATEE ORCALCULATION$AS m • MAY e! RBQUIRe YNE S. SISTGI DRP II NCRCIM 79 It SITE C AND rio. NOT PROVIDE (NFORMATfON POA A SPlQFIC WATT!. roll SITE N F RED d WWN ppp��1 j IS 0 oral lift RAIGNIDIFFERENT DOCU ENTS FOR ORRECEBTERSD THECroK1 14AL OREPAAE SITE SPECIFIC DOCUMENTS ILIL ERFPIS SITE SPECIFIC 00[UMEN74 FlR USE IN CONJU CTISN C. DESIGN WITS THIS DOCUMENT DESIGNPRESSURES, W'SED ON MAXIIMpLUUM TESTED F-A ARE IRE961DL/l1. 1. NOTED ALtl/RyIBB ME FfylELEAPFpBRfT I �R IONxKISTNT �NT MATERIAL ANADR9NUAI.rCd6ESW�IIH'SPICIFICA7EON4 17gI �' FOR ALUNTNUM STRUCTURES• SECTION 11 BYTHE ALUMINUM 0.9SOCIATION, INC., R ANY APPLICABLE FEDERAL, STATE, AND/OR IACAt CODES. a s a ALLSTORM MNEL6 SMALLBB 24GASTBIL tM.0.024`, •. STOPN PANELS SMALL CONFORM TO A" A633 STRUCTURAL QUALITY •�- Bali ■TRL, GBO GALVARMO COATIND WITH A MIHINUM FIMai RAI. to. ALLAWPOWM EXTRUSIONS SMALL 916063-T6 ALUMINUM ALLOY, LMYF UNLESS NOTED OTH ER WTA. Q 11. TOP R BOTTOM ORAL! SHOWN MAY RE INTERCMANGW AS FIELD CONDITIONS DICTATE, PANELS MAYBE MOUNTED VERTICALLY OR 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN A6 SHOWN ONLY. USe OPTMI5 SPECIFICATION eY CONTRACTOR, M, .L INOEMNIFIell A SAVES HARMLESS THIS ENGINEER FOR ALL COST f DAMAGES INCLUorNO LEGAL FEES A►PPELIATE FEES RESULTING 11011 NATEUAL FAOMICATTON, 9Y6TB1 E0.EX'TON, A CONSTRUUCTION PRACTICER BEYOND THAT WMICM S CALLED FOR BY LOCAL, STATE, A FEDERAL CODES ► FROM OrVATIOM" OF THU FLAN. 13. 14C Ab lO'RCALY PAONDlD H61EN, ND ADDITIONAL CERTIFICATIONS OR AFFIAFIATIONS ARE INTSNDSo 1B ALTERATIONf, ADO7TWN5, OR OTMeR MAAK2NGS TO THIS DOCUMENT R Me NOT RMITTlD AND ONAtJWT[ YMS RT CEa"C"I'a". 17. PANLAWLED SMALL B! PERMAMIRMY LAIED WITH A MINIMUM OP (l) LABEL FBR EVERY JA FEET: CONTAINING THE FOLLOMNG INFORMATION'. ]AIOA PRODUCT APPROVAL NUMBER 20-31543 VISIT EGAL.C.I0/815" $f ❑� •.,�-,:�I.�,,.A,.,n.I"17rIN-'rl f� ,a N•T ■ -/T IIMAWITDNLL MM,RI99R[•eleaollLcra LyUI • B A BTU8� �^"7li(+CJFLRk iE:JiF�FL�t'iFLiiEiF>>7 �*""R•r•%� �ItLx7()CicitJBFZiE:iEiiEii3)Gif�liF�iEiil 1 - �■ 7 S3LTi"'�l;1li�E.�E.iEJ18E iF�iBtiiF.riE:iE� �1ifT �F�EiA7E:N[ERE A7FSDF3)iE:iEuBF:��ilF�il "•rsr,Bt"'e ' �-_ FCIBF>1iE_iF iGiB�]F �R['�iF.IIBC�BFuiB::z7 - s �ti[�FsaR � EdESYB,AR[aR�Iii:ii -. ESIiBJIB 7E�am" 1((113" • ^i. CimCiiEV7[ �T3 ^7ti[•iE 1. FiFiiEi7173. .F:Ii.. iLaZ4"'Sif'JE:iFT.1iF�F'iCx7E3E'.iCi_ F ,ti['■7F3� 4 _ If, W757A57AFiFlliiiadF,BFaiE7fili6i 1 �..-iT!1 is Ji.;ai'ii.:aa,a7f.`:JiTLa.f'J f'.aCC7a::aa::d @?WONAL INTERIORFASTENING DETAIL. f EIONN 04 Ara MINMUN K MMFTH%e LESS BASED n ion CriNlAKE M DF MOUNTING 46 AT TOY M BOTTOM INYR IfNGTIb tE9E 1.YN TlNff NDTl91N 1Aat AeDV! NI! NDr ■E. j FPA•Alnl1MtO`CAWSNRMOM ReeN IYlrl IINOM+I9 WtlTML TMYM, THAT NOnO FOIL J\ CLOSURES I PARENPCO I-lU CLOSURES TON KL iONN,"IWAla,e IN M TABLE 4BD41. GLASS HAI a m AFNt NOT (.7 N e11ND01TT MOUK C(varw N4, Naa4ED.tINY1t9N ralON a/'■f STYLI INI sir DAKL e t A I " ro eDMl1F.. I9TtsI cal vllm0ur STRCN tars) Ira 14.1IANtLi, B BDTN LWTM INKI S. I1.S' n 3.1!-O.c Z 1.-1TAIL t. KING MUSING TIN IC)OFITI NIMCAW 701act BONA MCIOrMrtra lQ (gI •• IIrA DETAIL F'1. t19116 ANY MOUNTING CONDITION W WN W irNfS ONAYANGf, y e d isSa 6 Llltl lNlTAU60 I I•s.6. BIINwKA Tarn S.- WAMeNHO MATMIM-SCN I' G N'7tW R,r wlNaur e L • ac (cE.aacn.m o•.MDING1 e�osloNroAOI.uNT NOTIOM MOMMR (_ TYPF A9 KIM iC �� ■I R/y QQ carve TINT AS AVOID Ear CeAstNR mc,ala , AT 'TLC F:O1oA V��CURRNIMOF FAK 20-31543 ,M) rNAMNG SEAO40 TAaE. • 9ACM .Me, AOIAANI TO OPTIONAL EGRESS PANEL DETAIL _71 M INTERIOR FASTENING G r2.250'� .os41 o.Osc' 2.290" I r�aa ulw. e "s•'RF M Al�.125- 4 Iy�, __1O LE i8"D.123` o18GA MMO,�1TYV. a ui TIP PS T -0.3 0• �4: ^I YI.I1910" t.9lN G,D62i62. g ...i r:12s• z.00a• I-.030" PC- 250• -1 2.000" I- +� 2.000' rrP. y&AM e�auaD..Dur V rs8 4 @J-PAN CLOSUREuL96. MAX. 31 0.313' 31 .560' L9r0' 0, 3(tir• 0.776' 04 0.350" I2.500"PANELCOVERAGEL� o.17s' r D,39y_ D•��s" o �� .ate" 14,075"PANEL LEND 34�, m - 0.545• 0,54,150„ 0.250. jrQ.Or„p" �; $ OA yR, pAHaL 'Y ,F ' f D]RK71DN 1 .250 M t U�- ��•_.0.D90' io.o90" D.�,2 NAr Ff ')- Doss TTllo 7,• .3Ds N TIP. TIP. „ ■wEANru 0.215' 0�700' IIO.I7S aUIO-dIT Y 111AC1I Y�ACR �y(�AL 0.090" NarA17 0.957 e [ 1 • r■i f 9 . 'p:1h/4ITY i ac r`r,uMvrti •< �. LIC V r �+•c,� al■ccTwn ate 9 G .A'r. Ira:. s Yiw jl'-7.000' DT.1y2pS' "'•`- NAr ra (JJ )S a .r11,.'..Lr :.vAi ea'r ANaE-'111Arx fEXidR07 1.000' .;.rin'.rc•[s'=v:c ururrn. � � � �� IIN.'YIf71LL i:l,IpnV111 to _ OVflLUP D:iTla':C r A O.IBB ] v nrK.av one .29' MAX. Ml.yri nnrl•ncanr•M°In'Y elax W r<a-.Mann+ GUILD-OUTP,-.]:a .r sr-u.c n. DISTANCe r-a a • -air ry. r•Fr n• .- ^.IOU A,MIfA LSN! .: r rinn AT rf(r ,,JJ ,nA• r,_A.AAeAE; 1.00lY' J h.•/fi'_e •.N +..'le` try 1L':I �. M;: L!': r}1 U:: L". �.; 14•, �i . .I .,. n. 'x..• vNla-Iv LIT. AN t:•n„I,A:.a: �1r lwiro EASED N2+. ;cvM=. o3nrraaP-:.[IalarNa•, •[IISL1rn.v-s 1.00' 'SY e•'iaODP one. 0'Pr-sir a.-.e. LI OVERLAP "rv,llwvu 3.620• MAX, /1N,111 NF InI ap!'!1'J VIMIOT9TY' NtrE•� - g S.$OD' + [� F I- laau n cut 1.1 xslln MIN. d17�eA P IT',PA'M1Y)'t en, 4" MAX. MIN, a 'r, I:n'eu:-I2 vi).a goy u.xi su sox_ / r..AATJ-• M14 /�'y-CORNfR0.MURl DETN/ BED � �'�-( �•1w V• TY"R .T N n If '� RIM'A 11 r.r•Tr-• Y Yp �HRA NWNTCL06VAE DFTAS n YR LT..V i�YYM �� ANCHOR SPACING SCHEDULE: 24 GA UGE PAWLS; PANEL FASTEN! RS 0 12.s D.C. 2.3- ADO! DEOTANC! / ANCHOR PRaYNNE TIT E OoNr rna C1 <2 C3 C4 CONN Type CONN Tun C C3 CA CI < CI C4 1 : 1)1 .1• dam 3 W 0 KT ULiRAC NY! ON 41 4B 1 a =7RIM1► 11 12 :S' ♦ 16.0 1 7 0. 9 12d' 16.0 3 all" 2 S" ! 4 D' A 1 1 12.5' 16.0' 1l 7' a0' 2. iL5" 16.0" a2" S.3' 12.!" 16.0" t1' 5.1 S.5" Its 12.5" d a1 74 1 f6.tl' .3' f a • 4.3' 13. ^ LA' .l' S 1 a 12.7' f6,0' I. tot^ l24' !4' .!" 1 ■ a1" 1 0 160" a1' s• !1' 12 9 16.01' al" SA' 12.5' 16.0' 4.1' 9.4' 1 .S' 16.0" 11' SA" 7 3 O[WKT UITRA[ON 41 H S3 1 n 12 B" 4. a0. 1 2 1 f 1 . • 1 ' LED" 3f ■D L30• I2. ! 1f D' 214' 30 7• ILS' 1 12.r /B.tl' tar• lY 12 1" 70 0" SiJ • f.]" l3 !' IB D• 11 !' e.r' 71.r III 13i' li. S2J• 14.0• 11.9" 0.! t2. S' 14.01II.o" Be 32.5' 16.tl' 11.1 9.E' 13 9" 14.0" 11.8" 9.6" 73.6" If 0" 11 9" 3 D" 4•I,/N•FNNTM / 77 KL POIIIY9 SDUD ear 41 48 $I 11.r' .0- f • 7P 67 160" 1 al" 21' 10.0' 1 l4" 3 " t 1 7 t W 0" e 31 1 6' l 52.9, 1 A" 16.o•- 13.6" 118 itt 12.6'• LO&' /2.1" 1e. a. 12. 'Sea 12.5' SLS' ICU' 15.61' 16.tl' 14.4" 13. r' ME' 12.9" ]6,0" 1LS" SL-!,' f6.0" iL3- t0,6" ff.S" L0.6" 12,1'; 16.0. 12.!'• 16.0, 11.51' O.r' 70.6" 12,5. I •. 0.. I- '. 16.0- Iz.l• 0 '• 1/4'. 1- .• rNxw! 33 Ili VMI rAllr•I,yN fIF 4[ ♦s ]C $2 1].5' 12.5' 14.tl 1 f6.tl' fora• 16. Satl' %a.■' 14A 1 0" 12d" 16.0" 1bY' 14.2 12.1" ,1" 12.!" is 0 1e.0 16, 0' SS.r' 12. " Sl.l'• IL.r• 16.tl' 16,01, 24 S" 121" 160" 1 3" t .2" 12.]" MCI* I2.5' 16.0. 16,0•' 1341y, 12•5,' 16-W 19.S" 11 Y' MIS" 16.0.21 2.6" WIGs DISTANCTI j p u 8 3/6a 1 US C.Ow 3 uIWNINIIRMVN 41 49 3z n V4• t-t . IMMw33 rwNINIINM:nx 41 4a p..� 62 6.25 a21' a 25' 6.25' 11.5' r IZ,• Ia.7• B.7' 7.f' bs' 1 6. .T a 4 13.7" b S' 6A" )" All ID.s 4.19' 1l 2 a21•. S.!" az.. S.y" 4.25' 6.21" S. 12.5' 12.5' 11.7" foe' ' 7. • T1• 1a tl 3 15.6" 6.0' S.B' a2!" 0, " a2s• 0. b2S" d3" 6.23" 9.7' .. .. Sz-1.. u.4" s. " 2B• 12.0• al" as„ 2 D.a 6 b25" 10.4" IY' 4p' b2f' 10,7' 41" 4.0. I rr I -I 4•-5 n I 1 ITw 8.4. TAECON 41 40 $2 7 11.3' 134• it" 3.0' a2S' 1Ln 4.l" .0' z3' 10.7• 4.1" 4.0" 6.25' 1 x' 4.: a6^ 6,6' 1°.7" 4,1- 4.0" 6,25+ 0.7- 41- 4.0 S' ,• 4 ' 4 „ i If"I Ile T11NFn 33 uD ea 1 ALL ronlry 6a 4 4S T Sit12.5• LTA n I1.r' Ia.O" 14.3•• ME' 12.3' IBA" sir' 7.8" 12.5" I6.D^ l7" 7.0" 12.5 16. ' 11.r' 9.1" 0 11.9" 16.0" 7.B" 5• 1 5" 16. 0' 7.r 6.3" 2, MY' 160' 9.7• 7.6' 12.5" lilt7.7" 6.2" 12.S" MCI- 7.7" 6.Y' I s' 16.tl' a9' 7.2- MOO 7.7" &1• 12.9" 16.0" 1.7" 11.r' 16.D" 7.7" 6.2" /2.9" 1H.D• 8.z" 6.21• 12.r I■.0• 7.1• e.2•, U4'.I MV SHOW 32 M.wNt ..rl NA., 41 46 B2 12 ii.r' IS,&' 0,4' 3.9` 6. 11•r' 4,4" 4.1" b23' 10.3. 4,0" 7.7" 12.4' 13A" 5.2' * ' b2!" A 3,4" 1 " 4,25' 9.2" SO' .3" b25' 11.5' ate' 4.]' a29" 9,2" 3.5 Y3" 6.2s, 1.2" is, 1.3" b25' a2S' 106' 4.1' 3.B• 9.2" 3.3• 3,7' 8.21" 9,2" 7j9' O,1!" 92" ].7 a3f 4, 1" IS-3,2" 91. 3.3" 3,3" -Et NAX omar I '• rMRAN 1 COar rnl corn rna C1 CZ 0 CA CI Cl C3 C• 1'AIIr rn! Cl C3 0 C4 ANCNas ►RlesOR[ R• L ■ r Er4rfl 73 12. 1 6,tl Sb0. 30.9" 12.5' 1 60" 1{.0" 7.5" 13.5' 16.0. 16.0" J' Lz r' ISO, la0• ore• MS. 360" Liz, 11.1.- 12.5' e.D• 14A" 60" a 12:5' 18.tl' 1b0' 7.5' 12. 160' t47" 6. " 0 12.8' 16.0-14,7- 6.0' 4■ 62 ll 5" 16 tl Sf O"32.0 141 14 7" 6.0" 13 5 1i. ' 14 ' O 7 6 C' 11 11 S' Sea 14 • T a0' Iz.r 160' 14.1' a0" 12r 10 .0-14 B O" rllri CNr[D 17Y' 73 12. S' 16.0' 1b0 10.1' 1 .4' 2 160' 1] 1' 7.0- SI.T A 16. " 30.e' 6. ' 0 2 waooecAew a 12s' 16.01us• af• 1 s' 2 6. " 1 0 .r 9 3.6` 7 .S' 70.0' 97• 5.6" 40 LT.5" 1 .0' 1L0 7.0` 121,1 1s0 9.6 s.6 ]z. 1" 9.6 5.6" a 3z 72 L2. r' 12.9' Sea I11: 1 6 tl 9.6" 64J 12 S' 5.6' 12.5' 160" 16.0" B6" 3 " a 9.8" $,8' 12r' 1 . ' 2 I6.0• .A" 6" v 1 6.0• .6• S ' 1 9 6 1/4*. 1-1/4G11[D 7! 12.5' I6.0' 1 0 12.5' 16.0' t1.7' 12 16.p IO.Y TAP DRII'[PAL: 41 LI.r' MI 1L3• 12.5 16. ' ■.T 12s 10,0' A2' 49 aster■► 6z 12.5' 12.r' f6.tl 11.4 160" 30� ' SLS 115' 16A is. a'• 9,1 9, f2 B.0 9.1 1 r2 12.5' le, 9.3" Iz.S' I'll,9.t" ST. S' fe.0• 0.3• IN smuo 33 11 4. '•' tz. r 38. ' 7. " !.7' 11.r' 11.3" 4A" 1.3' .2 • 4 " AU Il11NIN NFMS 41 WOOD 1UiM�ECaaEI M L2.r' 15.4" .9" S.0• 29•' �( 11 13. 14.2" !.4 4.T 1 1 .T 4.T• 1. 6.2i" 17.3" ar' 4.0' 6,z x.S' 4.T" 4.0' a23" Si.1" A.7" 1.0" 6.2!" 12.]• 4.7" ♦0" Lrlallsr 1z ANCHOR NOTES: I. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANC11CR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURESINDICATED DICA ED IN SPAN S011DULE SMALLAPPLY. 2. ENTER ANCHOR SCHEDULE nAS -DON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL a ANCHOR TYPE, SELECT DESIGN LOAD GREATER THAN OR U ALT NEGATIVEDESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER EQUAL SPANSEIEC( CONNECTION TYPE BASED ON APPROPRIATE MDUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. `PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS f-r.TRACL, STUDDED ANGLE, erc.l. USE 6.25" O.C. PANEL PASTENER SPACING TABLE VALUES FOR ALL'H'- AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONNS). 4. ANCHORS SMALL BE N57ALLED IN AOCORDAN2 WITH MANUFACTURERS• RECOMMENDATIONS. 5. HOLLOW BLCC3C MD 7 STRUCTURE SMALL CONFORM TO ASTM 090 BLOCK. 6• MINIMUM EMBEDMENT SWILL BE AS NOW IN ANCHOR SCHEDULE, 7. MNIMUM EMBEDMENT' AND EDGE DISTANCE EXCLUDES STUCCO. FOAM, BRICK, AND OTHER WALL FINISHES, WALL FINISHES SMALL BE LIMITED TO 1/4` MAX OR SHALL BE VERIFIED BY OTMIRS TO AOECiff YTRANSFER LOADS TO MOST STRUC7URE. B. CANCRE7E AN04OPS NOTED HEREIN SWILL BE EMBEDDED TO UNCRACISD DONCEETE ONLY. 9. WHERE EXISTSMG STRUCTURE IS WOOD FRAMING, EXM71NG CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQUATL OD WOFRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. M WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL DE LOCATED IN CENTER OF NOMINAL V X 4" (MIN,) WOOD STUD ``'Y4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE •SOUTHERN PINE` G-0.55 OR GREATER DENSITY, LAD SMEW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAO. 1i. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -FORM SOLID -SET S. SRASS d1SHUNG. 12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THRIA DS INTO THE BASE ANCHOR AND HAY HAVE EITHER A PAN HEAD, TRUSS HEAD OR WAFER HEAD SIDEWALK SOLT) U.N.O. U. MINIMUM B4BEDMENT AND EDGE D15TANCE ExCI.UDEIS STUCW 00. OTH R WALL FINISHES, U. Ir DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. DIRECT MOUNTING CONDITIONS. 1$ UNEAR INTERPOLATION 15 NOT PERNITTEO FOR USE WITH THE ANCHOR SCHEDULES LISTED ON TF1I5 sMET. g1! a N N N O Q cc O c M C O O N CIO 0 O E U_ O .Ln 3 O Q 1.012 Q z z W J C > W L CO X U N O (U -0 N Y C W^ ^` W to C Q Q O M N 4 •� 3 (_� a) ` wa - (M�•S ^-`` W S f- J M <A O 0 c U +� 0 � --U.I >>a_ C n, AW� W C_ v <V O ^L IL 41< U eeo ■ C/ CU LU = Q Z J a SHEET NO. SH 1,5, m den rear Now Rbbo-�+ s, vow-e., "�-P yl5Lt Tow(*Za,t) 1(03q5tp 36539 ejwda -,w�u, w - yau3 36s��`e"' -zr Bp-qa(oa Tou-ha.,�) I (OS4 Cjf 3b593 c-,o4-cke,wap,,� aFyis5 1ow,hoa-�, 15-9 15y F 36 S 35 Glov& UM Wc� E.� 7 t